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I 11 . . I I I i� I I - I I I I � I I _ ---- --- - I I � - I - - t - --- -- ---------- - - L - I -- - - --------- I - � -1�' ',-.�-------�-L,.i�, � 1, 1 ,7111 -r- 1 11 I- 1- - 11 ., ---,--- --- I -1-11 - . I . L . I I I T ABBREVIATIONS LEGEND MATERIALS SYMBOLS LEGEND DRAWING INDEX Flpet Landing if 1 !11 11 �: i i t, !,� J!Ill �f' 4.4� A i ! 'I ii til IJ BUILDING SECTION TARGETS PARTITION TARGETS SHEET NUMBER SHT. # SHEET TITLE ISSUE DATE REV # REV. f it ABBREVIATIONS WHEN USED IN COMPOSITION MAY INCLUDE PERIODS FOR CLARIFICATION f SECTION DESIGNATION PLYWOOD - 100 it i 77=71' COMPACTED SOIL t A Por - Cochere T TREAD -000 COVER SHEET IM METER G AB ANCHOR BOLT E EAST f MACH MACHINE T/ TOP OF ACOUS ACOUSTICAL EA EACH 5 -001 INDEX GENERAL NOTES ABBREVIATIONS & CODE DATA G 5 ACT ACOUSTICAL CEILING TILE EL ELEVATION MAINT MAINTENANCE T&B TOP & BOTTOM I SHEEr NUMBER 1%4.33 AD AREA DRAIN ELAS ELASTOMERIC MAS MASONRY T&G TONGUE & GROOVE G-002 SPECIFICATIONS MATL MATERIAL TAD. TACK BOARD ADH ADHESIVE ELEC ELECTRICAL -003 SPECIFICATIONS G Buidnig 3000 ADJ ADJUSTABLE ELEV ELEVATOR MAX MAXIMUM TEL TELEPHONE DRAWING REVISION -004 SPECIFICATIONS G AFF ABOVE FINISHED FLOOR EMER EMERGENCY M.BD, MARKER BOARD TEMP TEMPORARY DISCIPLINE LETTER D SOIL PARbCLE B MCB METAL CORNER BEAD THK THICK UNDISTURBE OARD t AGG AGGREGATE ENCL ENCLOSURE A/C AIR CONDITIONING ENGR ENGINEER MECH MECHANICAL TLT TOILET �"ROOM NAMES AND NUIVi REVISION NUMBER ENTRANCE MEMB MEMBRANE TL TASKLIGHT ALUM ALUMINUM ENT EJ EXPANSION JOINT MEZZ MEZZANINE 5 LANDSCAPE ALT ALTERNATE TOPO TOPOGRAPHY 5 MFR MANUFACTURER OFFICE ROOM NAME J ANOD ANODIZED ED ELECTRIC OUTLET T. STAT. THERMOSTAT 4.33 EQ EQUAL ANCH ANCHOR E. PNL. ELECTRICAL PANEL MH MANHOLE LS-1 LANDSCAPE & HARDSCAPE PLANS CLIENT TV TELEVISION MIN MINIMUM 1000 ROOM NUMBER 4 it ANNUNC ANNUNCIATOR TYP TYPICAL �o AP ACCESS PANEL EQUIP EQUIPMENT MISC MISCELLANEOUS t, GYPSUM WALLBOARD AREA SHEET NUMBER TRTD TREATED SAND MILLIMETER 00 SF EWC ELECTRIC WATER COOLER MM APPROX APPROXIMATE TERRAllO TERR Fleet Landing ARCH ARCHITECTURAL EXC EXCAVATION M.O. MASONRY OPENING 00 OCUPANCY WALL SECTION TARGETS J EXH EXHAUST MOV MOVABLE 1 Fleet Landing Blvd ASST EXP EXPANSION ASPH ASPHALT FINISH SECTION DESIGNATION MOUNTED LIC UNDER CABINET 00 FENCING (WITH POSTS) ASSISTANT EXIST EXISTING MTD MTG MOUNTING UCL UNDER CABINET LIGHT Atlantic Beach, FL 32233 AUTO AUTOMATIC EXPO EXPOSED UNFINISHED 4 MULLION UNF MTL METAL UNEXC UNEXCAVATED it: i I F NORTH ARROW EXT EXTERIOR MUL it 4 MDF MEDIUM DENSITY U.N.O. UNLESS NOTED OTHERWISE BITUMINOUS PAVING WATERPROOFING ARCHITECTURAL B/ BOTTOM OF 4.33 BB BASEBOARD F/ FACE OF FIBERBOARD UR URINAL A-100 PROPOSED ARCHITECTURAL SITE PLAN ARCHITECT UTIL UTILITY BD BOARD FA FIRE ALARM SHEET NUMBER FLOOR SINK A-200 PROPOSED FLOOR PLAN BITUM BITUMINOUS FB. FABRIC N NORTH VAC VACUUM BLDG BUILDING F.C. FOOT CONTROL N.I.C. NOT IN CONTRACT A-201 PROPOSED REFLECTED ROOF PLAN AND REFLECTED CEILING PLAN VIA Concepts, LLC BLK BLOCK FD FLOOR DRAIN NO NUMBER VB VINYL BASE F.S. A-300 PROPOSED ELEVATIONS BLKG BLOCKING VCT VINYL COMPOSITION TILE NORTH FOUNDATION NOM NOMINAL 1807 Third Street North FDN BM BEAM VENT VENTILATION FE FIRE EXTINGUISHER Iii NOT TO SCALE CONCRETE H RIGID INSULATION A-400 SECTIONS AND DETAILS Jacksonville Beach, FL 32250 BMK. BENCH MARK VERT VERTICAL DETAIL SECTION TARGETS FEC FIRE EXTINGUISHER CABINET GRAPHIC SCALE FLOOR DRAIN BOT BOTTOM FFL FINISHED FLOOR LEVEL OA OVERALL VEST VESTIBULE AA26001354 SECTION DESIGNATION BIR BRICK FHC FIRE HOSE CABINET OC ON CENTER V.I.F. VERIFY IN FIELD 0 8' 4' 2' VOL VOLUME F.D. F01 BRG BEARING FHVC FIRE HOSE VALVE CABINET O.D. OUTSIDE DIAMETER 4 BSMT BASEMENT FHMS FLAT HEAD MACHINE SCREW OFD OVERFLOW DRAIN VT VINYL TILE VWC VINYL WALL COVERING 4 STRUCTURAL B.T.B. BACK TO BACK A6.33 FHR FIRE HOSE RACK OFF OFFICE OVERFLOW DRAIN AND ROOF DRAIN BUILT-UP ROOFING FINISH OH OVERHEAD B.U.R. FIN FIXT FIXTURE OPNG OPENING W WEST Latitude 30 Engineering TERRAZZO BATT INSULATION CAB CABINET FIL FLOOR OPP OPPOSITE W/ WITH SCALE: 1/4" SHEET NUMBER -B Second Street South CB CATCH BASIN FLEX FLEXIBLE OPP. H. OPPOSITE HAND W/o WITHOUT 1510 I C.BD. CHALK BOARD FLUOR FLUORESCENT WB WOOD BASE OVERFLOW DRAIN Jacksonville Beach, FL 32250 PARTIAL PLAN AND DETAIL TARGETS tCEM CEMENT FPRF FIREPROOF WC WATER CLOSEr PE No. 58773 ROOF DRAIN PA PUBLIC ADDRESS WD WOOD COLUMN SYMBOLS & PLAN OR DETAIL cate'of Authorization No. 26691 CEMPLAS CEMENT PLASTER FIRTW FIRE RETARDANT DESIGNATION TREATED WOOD PAV PAVING WIDE FLANGE CG CORNER GUARD WF CENTER LINES PC PRE-CAST WATER HEATER FOOT (FEET) W.H. CUT STONE CARPETING CIRC CIRCULATION FT PF PANEL FABRIC WROUGHTIRON SHOWER HEAD CK CORK F.T.F. FACE TO FACE W1 PL PLATE WINDOW CK. BID. FTG FOOTING WIN ELECTRICAL 4 4 P. LAM. PLASTIC LAMINATE WM WIRE MESH CL CENTER LINE F.T.R. FIN TUBE RADIATION STRUCTURAL FURN FURNISH PLAS PLASTER WP WORK POINT -21 -21 CLR CLEAR David Hunter & Associates, Inc. ING PLMB PLUMBING WPFG FUR FURR S-100 FOUNDATION AND FLOOR PLAN CLG CEILING t PLYWD PLYWOOD WAINSCOT FUT FUTURE WSCT FIRE HOSE CABINET 1229 Sumter Square Drive Wes CLO CLOSET PT PAINT WEIGHT S-101 ROOF FRAMING PLAN CM CENTIMETER (RECESSED AND SURFACE MOUNTED) Pli PANEL WWF WELDED WIRE FABRIC J cksonville, FL 32218 200 STRUCTURAL SECTION CIVIT CERAMIC TILE GA GAUGE S_ S RESILIENT FLOORING I PE No. 53375 -MAL* H CONCRETE S-500 GENERAL STRUCTUR POL POLISHED J Certificate of Authorization No. 9882 FHC ET EXISTING COLUMNS CMU PAIR CMTB CERAMIC TILE BASE GALV GALVANIZED CIRCULAR LABELS REPRESENT POS POINT OF SALE YD YARD MASONRY UNIT GEN GENERAL PIR CLEANOUT SHEEF NUMBER CO GFRC GLASS FIBER PRJ PROJECT FIRE EXTINGUISHER CABINET COLUMN COL REINFORCED CONCRETE PROP PROPERTY (RECESSED AND SURFACE MOUNTED) ZINC. -A STARTS AT UPPER ZN. I EXTERIOR ELEV CONCRIETE RIGHT CORNER CONC GFRG GLASS FIBER PSF CONF CONFERENCE ELEVATION tREINFORCED GYPSUM PSI POUNDS PER SQUARE INCH ELECTRICAL LETTERS HORIZONTAL DESIGNATION tCONN CONNECTION FEC GL GLASS PTD PAINTED SYMBOLS NUMBERS VERTICAL CONST CONSTRUCTION GND GROUND PTN PARTITION STRUCTURAL CLAY MINATE E-1 LIGHTING PLAN, LEGEND, AND NOTES PLASTIC LA CONT GPLAS GYPSUM PLASTER P.T.S. PNEUMATIC TUBE STATION TILE UNIT MASONRY E-2 ELECTRICAL SPECIFICATIONS CONTR CONTRACTOR 4 GR GRADE WALL-MOUNTED FIRE EXTINGUISHER & AND 4 COORD COORDINATE GREASE TRAP GT 43 fitCORR CORRIDOR GWB GYPSUM BOARD QT QUARRY TILE ANGLE FE CPT CARPET QTY QUANTITY @ AT Ci CONTROL JOINT x BY (LOWERCASE) SHEET NUMBER CTR CENTER HB HOSE BIBB ROOF TOP UNIT R RISER REFER TO MECHANICAL FOR TYPE SK COUNTERSUNK C CENTER LINE HOLLOW CORE CT HC RECEP RECEPTION STEEL LEAD-LINED CLOSED CIRCUIT TELEVISION CCTV HDWD HARDWOOD REINFORCING CHANNEL REINF- GYPSUM WALLBOARD CU CUBIC HDW HARDWARE R/W RIGHT-OF-WAY DEGREE INTERIOR ELEVATION TARGETS Brian Burke, L.A. CUST CUSTODIAN HM HOLLOW METAL RAD RADIUS DIAMETER COLD WATER CW H.O. HOLD OPEN RB -d DOUBLE ANGLE 1015 Atlantic Blvd HORIZ HORIZONTAL RCP HEXAGONAL LABELS REFLECTED CEILING PLAN 4 ELEVATION # NUMBER LUMNS Atlantic Beach, FL 32233 D.BD. DISPLAY BOARD HP HIGH POINT RD REPRESENT NEW CO DESIGNATION RECORD DRAWINGS RIGHT HAND -P PLATE 3 A-501 1 DBL DOUBLE HR HOUR RH DEG DEGREE HT HEIGHT REC PLUS OR MINUS ALUMINUM GLAZING I-A STARTS AT UPPER License No. LA0001260 DEMO DEMOLISH HTG HEATING REF RIGHT CORNER The Contractor is responsible for providing Record Drawings within two (2) weeks of completion 'SQUARE FEET 2 DEPT DEPARTMENT HVAC HEATING, VENTILATING. REFIR REFRIGERATOR of the project. The Record Drawings will incorporate all changes that occurred during t SHEET NUMBER .. ........... DF DRINKING FOUNTAIN AIR CONDITIONING REINFORCED LETTERS HORIZONTAL REINF construction and will be provided on a CD-ROM disk in AutoCAD format. In addition to the DIA HW DIAMETER HOT WATER REQUIRED REOD NUMBERS VERTICAL CD-ROM disk, the Contractor is 'required to provide one complete set of reproducible drawings RESILIENT DIAG DIAGONAL HYD HYDRANT RESIL with all changes incorporated.` All 6osts �associated with this requirement should be included in DIFF DIFFUSER REVISION REV ............ DIM the Contractor's bid. DIMENSION ROOFING tRFG LIT- 11-1-1717717 ACOUSTICAL CEILING I.D. INSIDE DIAMIETER DISP DISPENSER ROOM RM ORNAMENTAL METAL IN INCH(ES) DIVISION ROUGH OPENING BOARD DIV INCAND INCANDESCENT R.O. D.J. DEFLECTION JOINT SITE LOCATOR INCL INCLUDE(D) VERTICAL ELEVATION DN DOWN INSUL INSULATION D.O. INT INTERIOR S SOUTH .................... ............... D.P. DAMPPROOFING ...................... LEVEL 1 .................... INTERM INTERMEDIATE SAN SANITARY ................. DR DOOR ......................... INV. EL. INVERT ELEVATION SC ................. .............. L. 0 DS DOWNSPOUT E 0 SCHED SCHEDULE DTIL DETAIL SD SOAP DISPENSER CONTINUO .................... D.W. DISTILLED WATER FRAMING E SPOT ELEVATION ........................ JAN JANITOR ............ SECT SECTION EQUIPMENT DESIGNATION DWG DRAWING ic JANITOR'S CLOSET SECUR SECURITY ........ .... .... LEVEL 2 ....... ....... .... DWT DUMBWAITER JT JOINT SF SQUARE FOOT (FEET) STRUCTURAL GLAZED TILE SGT EL. 10'-0" ......... ... ...... SH SHELVES (SHELF) SHOWER KD K 46450A . ..... ..... ............. ......... SHR ............... ......... KO KNOCK OUT ........... .......... SPRAY-ON SHT. SHEET WOOD BLO ............. .. ........ FIREPROOFING KIT KITCHEN CKING Sim. SIMILAR ................ K.S. KNEE SPACE EXISTING ELEVATION SK. SINK SP STANDPIPE ........... L SPEC SPECIFICATION EVEL 1 TOILET ACCESSORY SYMBOL LAB L LEVEL LABORATORY SPKR SPEAKER LAQ LACQUER so SQUARE EL. 10'-0" S.SK SERVICE SINK LAM LAMINATE(D) S.ST. STAINLESS STEEL LAUN LAUNDRY FINISH WOODWORK MATCH LINE . . ... .......... .... .. STAIN LAV LAVATORY ST STA STATION MATCH LINE ...... .......... LB(s) POUND(S) STO STONE LF LINEAR FOOT HE F A2.1 0 STC SOUND TRANSMISSION CLASS WINDOW TYPE SYMBOLS SEE L.H LEFT HAND . ........ .. ... ................ NDARD WINDOW TYPE STD STA LKR LOCKER ... .......... SHEET NUMBER ON .. .. ........ ...... REVISION/ISSUE .... . ..... STL STEEL LP LOW POINT NO. DATE . .. ........... .. ........... STOR STORAGE WHIM,CONTI UNA!TION LT LIGHT STRUCT STRUCTURAL IS FOUND LT. WT. LIGHWEIGHT SUSP SUSPENDED ........ ....... EXTERIOR WINDOW TYPE .................................. .................... SHEEr VINYL ................................ ............... ......... ..... SV PROPERTY LINE SWBD SWITCHBOARD ................... ............ ................ SYMMETRICAL SYM FRAME TYPE SPEAKER/CLOCK PANEL S/C .. .. ...... INDEX ........... ... ........ GLASS TYPE INTERIOR WINDOW TYPE GENERAL NOTES-1-1 ON S ABBREVIA GENERAL NOTES BUILDING CODE CLASSIFICATIONS � CODE DATA PRO,IFCT NOTE 2012 LIFE SAFETY CODE,NFIPA 101 2010 FLORIDA BUILDING CODE CODES AND ORDINANCES: 7, WHETHER OR NOT EXPUCITLY INDICATED, ALL GLAZING SHALL BE SAFOY GENERAL 1. 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 (450MM) OF THE FLOOR OR WITHIN 3'-0' (900MM) EXISTING BUILDING THE WORK. THE ARCHITECT SHALL BE NOTIFIED OF ANY CORRECTION. AND MANUFACTURER S TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL GLAZED HEN WITHIN 18 EXISTING BUILDiNG DRIVE-THROUGH OVERHEAD CANOPY. OF WALLS IN THE SPACE. EQUIPMENT SUPPORTS, BOLT SETTING TEMPLATES, ISOLATIONS, SPRING ISOLATION, HORIZONTAL DISTANCE FROM ANY DOOR. A CERTIFICATE MUST ACCOMPANY ALL CONSTRUCTION A. FLORIDA BUILDING CODE - RESIDENTAL, 2010 EDITION ETC., NOT SHOWN ON THE DRAWINGS. GLAZING PRODUCTS STATING THAT THE PRODUCTS CONFORM WITH APPLICABLE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING STRUCTURE 3. DOOR OPENINGS ARE GENERALLY DIMENSIONED TO CENTERLINE OF OPENING WITH SUPPLEMENTS OF 4. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS TO ENSURE THAT THE DEMOLITION OF EXISTING INTERIOR WALLS WILL NOT AFFECT DOOR OPENINGS THAT ARE NOT DIMENSIONALLY LOCATED ARE TO BE CENTERED ETY STANDARDS. THE APPLICABLE CODES. ENGINEERING SHALL CONFORM WITH ALL APPLICABLE PRINCIPAL EXISTING RE TO RE TO 5. OVIDED AS SHOWN AND WHEREVER AR DUCTS B. NXTIONAL ELECTRICAL CODE, 2011 EDITION tHAVING JURISDICTION INCLUDING ANY OF THE EXISTING AREA STRUCTURALLY PRIOR TO DEMOLISHING. BETWEEN WALLS OR POSITIONED WITH ONE JAMB AGAINST AN ADJACENT WALL OR -CEILINGS. FIRE DAMPERS SHALL BE FIRE 8. ALL EXTERIOR HANDRAILS AND EXTERIOR EXPOSED METAL SHALL BE OCCUPANCY R-2 TAILS. CLASSIFICATION MUNICIPAL, STATE AND FEDERAL REGULATIONS PENETRATE FIRE-RATED WALLS'Oi RESIDENTIAL EXISTING MU ULTIFAMILY NAL IF HE OR SHE HAS COLUMN AS SHOWN ON THE PLANS AND/OR DETERMINED FOR THE DE LTIFAMILY EXISTING M STANDARDS AND ADA REQUIREMENTS. THE CONTRACTOR SHALL CONTACT THE DESIGN PROFESSIO ACCESSIBILITY DEPARTMENT LISTED AND APPROVED. GALVANIZED AND PAINTED UNLESS NOTED OTHERWISE. ANY QUESTIONS OR CONCERNS ON ANY OF THE DEMOLITIONS ITEMS SHOWN ON RESIDENTIAL RESIDENTIAL C. STANDARD PLUMBING CODE, 2006 EDITION THE DOCUMENTS. 4. WHEN UNDIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR 9. ALL MECHANICAL AND ELECTRICAL EQUIPMENT, LOUVERS, ENPOSED PIPING, OPENINGS, THE DOO AN ETAILS DETERMINE THE LOCATION TYPE OF rIPE V-B TY PE V-B D. LIFE SAFETY CODE (NFPA 101) 2012 EDITION N6TES CONDUITS, ETC. SHALL BE FINISHED WITH INDUSTRIAL ENAMEL PAINT AND COLOR tIV. MISCELLANEOUS ION 1. GENERAL NOTES 5. DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO OF ADJACENT WALLS AND FRAMES. CODED AND/OR AS DIRECTED. Non-Sprinklered Non-Sprinklered SCALE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE LD E. FLORIDA STATUTE BUILDING CONSTRUCTION 1. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION 10. ALL RECESSED CABINETS, PANELS, BOXES LOCATED IN FIRE- RATED WALLS JOB SITE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, 5. REFER TO 1/4' 0:50) SCALE PLANS FOR DIMENSIONS OF "OR STAIRS, 1. ALL BASE BUI ING INTERIOR PARTITIONS SHALL WITHSTAND MINIMUM INWARD STANDARDS, CHAPTER 553 (INCLUDING ANSI ION BEFORE COMMENCING THE TOILETS AND ELEVATOR SHAFTS UNLESS OTHERWISE SHOWN. AND OUTWARD ACTING PRESSURES OF 5 PSF, 10 PSF AT SECOND FLOOR HALL WALL. -RATED CONSTRUCTION. RACT THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICAT PERTINENT TO THEIR WORK MAY OCCUR IN OTHER PORTIONS OF THE CONT SHALL BE INSTALLED TO MAINTAIN THE FIRE I PERMIT DOCUMENTS WORK. EXPLICIT DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. AND NFPA REFERENCED STANDARDS. 2012 G -STANDING CANOPY STRUCTURE WITH NO PHYSICAL CONNECTION TO 6. ALL DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH ALL OF THE DOCUMENTS. REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBIN THIS IS A FREE D SYMBOLS. ALL 2. ALL D1551MILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER 6. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOW 11. ALL ARCHITECTURAL WOODWORK/PMEUNG SHALL BE TREATED WITH XISTING RESIDENTIAL BUILDING 3000 OR OTHER STRUCTURES. OTES AR SPECIFIC DIMENSIONS, DETAILS OR DESIGN NTE THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. NG REQUIREMEITS. ALL WOOD USED IN BACKING AND BLOCKING SHALL BE FIRE NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. 3. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS NOTES ON ANY ONE SHEET ARE TO BE APPLIED RETARDANT TREATED. SHEETS ARE TO BE REVIEWED AND -04-13 111. MECHANICAL AND ELECTRICAL AREAS REQUIRED FOR MECHANICAL EQUIPMENT. ALL ACCESS PANELS SHALL BE CONCEALED tON RELATED DRAWINGS AND DETAILS. 7. TO TOP OF CONCRETE, UNLESS OTHERWISE 001 30815c AS SHOWN 11 tAND LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING. 12. EMERGENCY LIGHTING SHALL BE PROVIDED SO AS TO GIVE A VALUE OF THE STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS ARE NOTED. ZONING PROJ. NO. DWN BY SC DATE 2. ONE FOOT CANDLE, MINIMUM, AT FLOOR LEVEL IN ALL EXIT CORRIDORS AND STAIR 1. OF EQUAL IMPORTANCE WITH THE ARCHITECTURAL DRAWINGS IN DEFINING THE ALL WALLS BETWEEN MECHANICAL OR ELECTRICAL SPACES AND TENANT 4. WHERE DISCREPANCIES EXIST BETWEEN THE'DRAWINGS OF THE VARIOUS SYSTEMS, MATERIALS, (I.E. ARCHITECTURAL, STRUCTURAL, SHAFTS. 8. ANY DETAILS, S ICALLY ISOLATED FROM THE TENANT SPACES AND SHALL THE ARCHITECT BEFORE PROCEEDING WITH WORK. TRADES, CONSULT WORK OF THE CONTRACT DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE ETC.) WHICH ARE PROPOSED TO BE CHANGED MUST FIRST BE MAINTAIN A MINIMUM STC RATING OF 52. MECHANICAL, CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE 1 13. ALL HORIZONTAL SURFACES TO SLOPE AWAY FROM BUILDING 1/4' PER. Ff. INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE REVIEWED BY THE OWNER, ARCHITECT AND GENERAL CONTRACTOR PRIOR TO THE 5. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL, BE MIN. ZONING PER CODE OF ORDINANCES-CITY OF ATLANTIC BEACH, FLORIDA G 0 A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE ENGINEERING PREPARATION OF SHOP DRAWINGS. 2. PROVIDE A 4" (MIN.) CONCRETE SLAB AT EXTERIOR MECHANICAL/ELECTRICAL ELECTRICAL AND INSTALLER. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND DRAWINGS THAT WOULD CAUSE AN AWKWARD OR IMPROPER INSTALLATION, IT SHALL AREAS UNLESS NOTED OTHERWISE. INSTALLATION, REVIEW WITH ARCHITECT PRIOR TO PROCEEDING. 14. BUILDING MAINTENANCE IN ACCORDANCE WITH ALL APPLICABLE CODES. BE BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION PRIOR TO 11, DIMENSIONING 6. THE CONTRACTOR SHALL FURNISH AND INSTALL�ALL STIFFENERS, BRACING, T WITH THE INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLIC 3. GENERAL CONTRACTOR TO COORDINATE ALL MECHANICAL AND ELECTRICAL 15. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING FURNITURE BACKING PLATES AND SUPPORTING BRACKETS REQUIRED,FOR THE PROPER ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS FLOOR, ROOF AND WALL SLEEVES AND ALL MECHANICAL SHAFTS WITH MECHANICAL, TON OF ALL CASEWORK, TOILET ROOM ACCESSD�IES AND TOILET PARTITIONS, AND FINIISHES OVER THE DURATION OF THE PROJECT. PROPER CARE OF EXISTING EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT. 1. PARTITIONS ARE DIMENSIONED TO THE EDGE OF THE WALL FRAMING UNLESS PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL INSTALLA -MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL AND/OR AS WELL AS ALL WALL FINISHES AND FURNITURE SHALL BE EXERCISED DURING DEMOLITION AND CONSTRUCTION NOTED OTHERWISE. DRAWINGS. MISCELLANEOUS EQUIPMENT WHETHER SHOWN OR NCTEI�, r Ur ",rHEE, NUM, '=7 t h !i22150 r. ...... ou th 225 0 6911 2 OF THE PROJECT. LA Selective Demolition Cont' d Project Specifications 011050 Field Engineering 01732 Fleet Landing 01330 - Submittal Procedures C. Utility Requirements: Locate, ideqtify, disconnect, and seal/cap indicated utilities serving areas to be selectively demolisfied. i'll arrange to shut off indicated utilities when requ sio materials PART 1 GENERAL 1. Owner wi ested by Contractor. 1.1 Submit proposed revi ns to details, systems, and/or prior to, and separate from the Shop Drawing Project Specifications consist of technical and administrative requirements for the project and are divided into y services are required to be removed, relocated, or abandoned, before proceeding with selective demolition iJ submittal process. - Cochere 2. If utilii" Divisions. Each Division contains Sections, which are typically divided into 3 parts, General (provisions numbered rt Port enting existing conditions where Work is to be undertaken prior to the start of, and at 1.1 SUMMARY provide temporary utilities that bypass area of selective demolition and that maintain continuity of service to other pa s of 1.2 Submit photos docum 1.0, 1.1, 1.2, etc.), Products (provisions numbered 2.1, 2.2, 2.3, etc.) and Installation/Execution (provisions building. t A. General: This section specifies administrative and procedural requirements for field engineering services, including, but not the completion of demolition operations. I T, ved. Cap, valve, or plug and seal remaining portion of pipe or nurn necessarily limited to, the following: 3. Cut off,pipe or conduit in walls or partitions to be remo R bered 3.1, 3.2, 3.3, etc.). Division 0 and 1 provisions apply to all work for the project in accordance with Owner's Requi�rements, and submit schedule with each pay 1. Land survey work. conduit after,' n 1.3 Submit update schedule, update IT�ypa ssl 9. ion control. D. Utility Requirements: Do not sta selective demolitio application. verified in wrliting. 1.5 Submit for approval all submittals listed in individual sections with the following number of copies: Shop ' Bu n 2. Building survey dimensional, alignment and elevat n work until utility disconnecting and sealing have been completed and 1.4 Submit samples and shop drawings allowing adequate time for review, approval, and procurement. ildi g ' 3000 1.2 SUBMITTALS drawings, review 00100 Bidding Requirements ed'and annotated by the Contractor, 3 copies plus PDF file; product data, 3 copies; Al A. Certificates: Submit a certificate signed by the Land Surveyor or Professional Engineer certifying that the location and 3.3 PREPARATION samples, 3 sets elevation of improvements comply with the Contract Documents. A. Dangerous,�Materlals: Drain, purge, or otherwise remove, collect, and dispose of chemicals, gases, explosives, acids, plus range samples where applicable; test reports, 3 copies; waefanties, 3 copi s; other submittals, 3 copies. flammobles, grease ducts/fans or other dangerous materials before proceeding with selective demolition operations. B. Project Record Documents: Submit a record of work performed and record survey data as required under provisions of 1.1 A Prebid Meeting will be held at the Project Site on date and time to be verified by Owner. Attendance by all 1.6 Include details of construction and adjacent construction in shop.�Irawings. Fabricate materials from appr6ed Special Provision No.11: Shop Drawings and Samples and Special Provision No.14: Record Drawings. B. Site Acces's and Temporary Controls: Conduct selective demolition and debris removal Bidders is mandatory. shop drawings only. rations to ensure minimum interference with adjacent occupied and used facilities. CLIENT ape orities having 1.3 QUALITY ASSURANCE 1. Do not close or obstruct adjalp ent occupied or used facilities without permission from Owner and outh 1.2 Submit Bids to Owner as per bid requirements. The location for receipt of bids is 1 Fleet Landing Blvd, regulations. A. Surveyor: Engage a Registered Land Surveyor, registered in the State of Florida, Jurisdiction. Provide alternate routesioround closed or obstructed traffic ways if required by goveming Atlantic Beach, FL 32233. walks, fences, railings, canopies, and covered passageways, where required by Fleet Landing to perform land surveying services required. 2. Erect'temporary protection, ch as authorities having jurisdiction. 01600 Product Requirements 7 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 USEDI 3. Protect existing site improvemenlis, appurtenances, and landscaping to remain. !red to prevent injury to people and damage to and other protection requ C. Temporary Facilities: Provide temporar barricades y clearly identified. Atlantic Beach, FL 32233 1.1 Inspect substrates and report unsatisfactory conditions in writing. TION PART 3 - EXECU adjacent buildings and facilities to remain. Provide,protection to ensur e-p ct 1.2 Do not proceed until unsatisfactory conditions have been correc d. e sof assage of people around sele ive demolition area and to/from building. 1.3 Submit Bids on Contractor's own form only if a required form is not provided by Owner. 1.3 Take field measurements p6or to fabrication where practical. Form to required shapes and sizes with true 3.1 EXAMINATION -ovide inserts and templates as needed for work of other trades. edges, lines and angles. Pi A. The Owner will identify existing control points. 3.4 POLLUTION CONTROLS ARCHFIFECT 1.4 for the Bid to be considered valid, it must be signed by an Officer of the Company submitting the Bid. 1.4 Install manufactured items, materials and equipment in accordance with the approved submittals and benchmarks before proceeding limit spread of dust and dirt. Comply f B. Verify layout information shown on the Drawings, in rela tion to the site survey and existing A. Dust Control: Use water mist, temporary enclosures, and other suitable methods to anufacturer's recommendations, unless superceded by installption requirements &ntained within the to layout the work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during with governing environmental-protect'ion regulations. m 1.5 Submit a Bid Bond with the Bid coveriing the full value of the Work. individual Specification Sections. In the event of a conflict, the more striingent requirement shall apply. construction. 1. Do not use water when it may damage existing construction or create hazardous or objectionable conditions, such asAce, VIA Concepts, LLC ye 1.5 Install materials in proper relation with adjacent construction and with proper appearance. 1. Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or des ro d flooding, and pollution. 1807 Third Street North 1.6 The Owner reserves the right to accept any Bid in whole, or with conditions mutually agreeable to the Owner changes in grades or locations. refe�jrence points, or requirements to relocate reference points because of necessary n B. Disposal: Remove and transport debris in a manner that will preve t spillage on adjacent surfaces and areas. 1.6 Restore units damaged during installation. Replace units which cannot be restored at no additional expense to 2. Promptly replace lost or destroyed project control points. Base re t he rade level in a Jacksonville Beach, FL 32250 and Bidder. The Owner also reserves the right to reject Bids in their entirety for budgetary reasons or placements 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 g Owner. irregula(ities in the Bidding process. C. Establish and maintain a minimum of 2 permanent benchmarks on the site, referenced to data established by survey M26001 354 1.7 Refer to additional installation requirements and tolerances specified under individual specification sections. controlled descent. C. Cleaning: Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Tcontrol points. Return adjacent areas to condition existing before selective demolition operations began. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. D. Existing Utilities and Equipment: The existence and location of underground and other utilities and construction indicated TURAL STRUC as xisting are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground 3.5 SELECTIVE DEMOLITION 00700 Contract 01045 Cutting and Potching 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 Latitude 30 Engineering 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: IA) Document watir 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 1510-B Second Street South 1.1 The Conditions of the Contract for Construction are the Ame6can Institute of Architects (A atural gas, fueling systems, above each floor or tier before disturbing supporting members on the next lower level. poler, n A107-1997 Edition, as amended by Section 00800, the Supplementary Conditions of the Contract for Construction. SPART 1 GENERAL Jacksonville Beach, FL 32250 communications, etc. 2. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and AIA Document A107 is hereby incorporated by reference. In the event that the Owner and the Contractor execute -cutting operations. Maintain portable PE No. 58773 pipe interiors, verify condition and contents of hidden space before starting flame 1.1 SUMMARY a contract not in this form, all the terms contained in the AIA Documents A107, and in Section 00800 remain in Certficate of Authorization No. 26691 3.2 PERFORMANCE fire-suppression devices during flame-cutting operations. A. Definition: "Cutting and patching" includes cutting into existing construction to provide for the installation or performance full effect, unless specifically modified or nullified by the alternative agreement. 3. Maintain adequate ventilation when using cutting torches. e survey, establish benchmarks and markers to set lines and levels of of other work and subsequent fitting and patching required to restore surfaces to their original condition. A. Working from lines and levels established by the sit ver work for access or inspection, to obtain 4. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 1. Cutting and patching is performed for coordination of the work, to unco' construction and elsewhere as needed to properly locate each element of the Project. Calculate and measure required to be performed or for other similar 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 samples for testing, to permit alterations 2. Cutting and patching performed during the manufacture of products, orlduring the initial fabrication, erection or installation 1. Advise entities engaged in construction activities, of marked lines and levels provided for their use. impact or dust generation. 00800 Supplemental Conditions processes is not considered to be "cutting and patching* under this definition. Drilling of holes to install fasteners, 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." 1229 Sumter Square Drive West B. Surveyor's Log: Maintain a surveyor's log of control and other survey work. Make this log available for reference. operations began. Provide approved concrete patch at damaged areas disturbed during demolition. idual parts of the B. Refer to other sections for specific requirements and limitations applicable to cutting and patching indivi Jacksonville, FL 32218 vise the Architect-Engineer when deviations that exceed indicated B. Removed and Salvaged Items: Comply with the following: work. 1.1 Add as Provision 4.1.4: Provide lien waivers covering Work identified in the Application for Payment for the 1. Record deviations from required lines and levels, and ad or recognized tolerances are detected. On Project Record Drawings, record deviations that are accepted and not corrected. 1. Clean salvaged items. PE No. 53375 previous month. Submit with each Application for Payment, starting with the second Pay Application. 2 2. On completion of foundation walls, major site improvements, and other work requiring field engineering services, prepare a 2. Pack or crate items after cleaning. Identify contents of containers. Certificate of Authorization No. 988 1.2 SUBMITTALS certified survey showing dimensions, locations, angles and elevations of construction and site work. A. Cutting and Patching Proposal: Mere approval of procedures for cutting and patching is required before pro(;eeding, 3. Store items in a secure area until delivery to Owner. 1.2 Add as Provision 4.1.5: Provide a lien waiver for the total value of the Contract upon approval of the final C. Site Improvern ents: Locate and lay out site improvements, including pavements, curbing, stakes for grading, fill, base and 4. Transport items to Owner's storage area designated by Owner. submit a proposal describing procedures for this work a minimum of 15 working days in advance of the time cutting and Payment Application. The final payment will be made after work is complete and waiver is executed, including -base, and topsoil placement, utility slopes and invert elevations by instrumentation and similar appropriate means. patching will be performed and request approval to proceed. Include the following information, as applicable, in 1he proposal: sub 5. Protect items from damage during transport and storage. items on lists prepared by the Contractor. t be avoided. D. Building Lines and Levels: Locate and lay out butter boards for structures, C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. 1. Describe the extent of cutting and patching required and how it is to be performed; indicate why it canno 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 construction;.'include changes to structural elemidnts and When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition [and 1.3 Add to Provision 6.1: Addenda are defined as Changes prior to the execution of the Contract for operating components as well as changes in appearance and other significant visual elements. work. cleaned] and reinstalled in their original locations after selective demolition operations are complete. Construction. Modifications are defined as Changes subsequent to the execution of the Contract for Construction. E. Existing Utilities: Furnish information necessary to adjust, move or relocate existing structures, utility poles, lines, services 3. List products to be used and firms or entities that will perform work. D. Concrete: Demolish in sections. Cut concrete full depth at Junctures with construction to remain and at regular intervals, Minor Modifications are interpretations and clarificetions not involving a change in time or cost. or other appurtenances located in, or affected by construction. Coordinate with local authorities having jurisdiction. 4. Indicate dates when cutting and patching is to be performed. using power-driven saw, then remove concrete between saw cuts. ite survey showing significant features (real property) for riven saw, then E. Masonry. Demolish in small sections. Cut masonry at junctures with construction to rema, 5. List utilities that will be disturbed or affected, including those that will Ipe relocated and those that will be temporarily F. Final Site Survey. Before Substantial Completion, prepare a final s in, using power-d Files will be released upon -of-service. Indicate how long service will be disrupted. remove masonry between saw cuts. 1.4 Add to Provision 6.5: The Contractor may purchase the Project. Include on the survey a certification, signed by the Surveyor, to the effect that principal metes, bounds, lines electronic drawing files. out (in Electronic File Transfer Agreement. The cost per Electronic Sheet File is $975. 6. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering and levels of the Project are accurately positioned as shown on the survey. F. Concrete Slabs-on-drdde: Saw-cut perimeter of area to be demolished, then break up and remove. execution of itles as the erty survey recorded by or with local governing authori calculations to show how reinforcement is integrated with the original structure. 1. Recording: At Substantial Completion, have the final prop --areas that appear 7. Approval by the Arch itect-Engineer to proceed with cutting and patching does not waive any rights to later require official "site survey." 3.6 PATCHING AND REPAIRS LANDSCAPE 1.5 Add as Provision 8.1.3: Provide construction layout pdor to the start of Work. "Identify t cent construction caused by selective demolition operations. 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. A. General: Promptly r B. Patching: Comply with Section 01045, Cutting and Patching. Brian Burke, L.A. those areas to JEA for resolution prior to proceeding with the Work. 1.3 QUALITY ASSURANCE C. Repairs: Mere 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 their 1.6 Add as Provision 8.3.5: Provide materials and equipment consistent with the requirements of the Documents. Selec 1. Completely fill holes and depressions in existing masonry walls that are to remain with an approved masonry patching 1015 Atlantic Blvd 01732 tive Demolition -time for review, Atlantic Beach, FL 32233 load-carrying capacity or locd-deflection ratio. turer�s written recommendations. material applied according to manufac Submit requests for substitution of materials and equipment to Owner in writing with sufficient D. Finishes: Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that 1. Obtain approval of the Architect-Engineer before cutting and patching any structural elements including, but not limited to, response, coordination and procurement prior to the scheduled installation and project c9mplention date. License No. LA0001260 the following: PART 1 GENERAL eliminates evidence of patching and refinishing. 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. 1.1 RELATED DOCUMENTS 3.7 DISPOSAL OF DEMOLISHED MATERIALS another Subcontractor, commencement of Work implies acceptance of the substrate as suitable for the application c. Structural concrete. A. General: Promptly 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. d. Structural 'steel. through 16 Specification Sections, apply to this Section. B. Burning: Do not bum demolished,materials. e. Lintels. C. Disposal: Transport demolishe materials off OwnerTs property and legally dispose of them. by the Specifications, the Owner, or as necessary f. Structural decking. 1.8 Add as Provision 8.7.3: Submit Shop Drawings as required 1.2 SUMMARY g. Stair systems. to provide a fully integrated installation of items or s stems. A. This Section includes the following: Ty h. Miscellaneous structural metals. 1. Demolition and removal of selected portions of a building or structure. .......... 1. Exterior curtain wall construction.1.9 Add as Provision 8.8.1: Obtain permission from, and coordinate Work with the Owner and Property Manager 2. Demolition and removal of selected site elements. Equipment supports. 3. Repair procedures for selective demolition operations. Soil Treatment for T 02281 ermite Control k. before start of War k. Shoring, bracing and sheeting. 1. Street paving. 1.3 DEFINITIONS PART 1 GENERAL ............. wners or Property Manager's construction guidelines and procedures. 1.10 Add as Provision 8.8.2: Comply with 0 A. Remove: Detach items from existing construction and legally dispose of them offsite, unless indicated to be removed and ents or safety related components in a manner B. Operational and Safety Limitations: Do not cut and patch operating elem salvaged or removed and reinstalled. 1.11 Add as Provision 8.12.1: Allow access to the Project Site by the Owner, Architect, the Owner's Testing that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased B. Remove and Salvage: Detach items from existing construction and deliver them to Owner. A. The work includes soil treatment for termite control. C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated. Agency and any of the Owner s Separate Contractors. operational life or safety. D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be 1. Obtain approval of the Architect-Engineer before cutting and patching any operating elements or safety related systems ........... ............ ............ 1.2 SUBMITTALS . ... ......... ding, but. not limited to, the following: removed, removed and salvaged, or removed and reinstalled. 1.12 Add as Provision 13.4: Provide a Construction schedule pHor to the start of Work. Update the schedule on inclu A. Submit copies of manufacturer's technical data and application instructions, and pest control warranty. a. Primary operational systems and equipment. a regular basis. b. Air or smoke barriers. 1.4 MATERIALS OWNERSHIP C. Water, moisture, or vapor barriers. A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Owner s 1.13 Add re encountered, notify the A. Comply with manufacturer's instructions and recommendations for the work including as Provision 20.1: In the event that concealed or unforeseen conditions a d. Membranes and flashings. property, demolished materials shall become Contractor's property and shall be removed from Project site. Architect in writing before proceeding with Work. preparation of substrate and application and with Florida Pest Control Act Number 482. e. Fire protection systems. B. Soil Treatment sholl be performed by applicator licensed by the Florida Department of Health and Rehabilitative Services. and systems. f. Noise and Vibration control elements 1.5 QUAUTY ASSURANCE 1.14 Add as Provision 20.2: Provide a Performance and Payment Bond covering the full value of the Work. Applicator shall place a certified operator in charge of the project. Such operator shall be present on site at all times g. Control systems. A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply treatment is in progress to assure compliance with the Florida Pest Control Act. Submit Bond with Bid. h. Communication systems. with hauling and disposal regulations of authorities having jurisdiction. 1. Conveying systems. B. Standards: Comply with ANSI A10.6 and NFPA 241. 1.3 JOB CONDITIONS Electrical wiring systems. C. Establish methods and procedures related to selective demolition including, but not limited to, the following: A. Do not apply soil treatment solution until excavating, filling and grading operations are completed, except as otherwise k. Piping, ductwork, vessels and equipment. 1. Inspect condition of construction to be selectively demolished. required in construction operations. materials, demolition personnel, equipment, and 2. Review and finalize selective demolition schedule and verify availability of C. Visual Requirements: Do not cut and patch construction exposed on the e;terior or in occupied spaces, in a manner that B. To insure penetration, do not apply soil treatment to frozen or excessively wet soils or during inclement weather. Comply facilities needed to make progress and avoid delays. soil toxicant manufacturer. 01000 General Requirements with other handling and application instructions of the would, in the Arch itect-Engineer's opinion, reduce aesthetic qualities, or result in visual evidence of cutting and patching. 3. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. Remove and replace work cut and patched in a visually unsatisfactory manner, as judged by the Arch itect-Engineer, at no 1.4 WARRANTY additional cost to the Owner. NO. REVISION/ISSU 1.1 The Project consists of: installing flashing, repaidng damage to stucco elements, cleaning & repainting 1.6 PROJECT CONDITIONS A. Furnish written warranty certifying that the applied soil poisoning treatment will prevent the infestation of subterranean A. Conduct selective demolition so Owner's operations will not be disrupted. Provide not less than 7 days notice to Owner of termites and, that if subterranean termite activity is discovered during the warranty period, the soil will be retreated and discolored areas as indicated on drawings. PART 2 - PRODUCTS damage caused by termite infestation will be repaired or replaced without cost to Owner up to $50,000 in value. Warranty activities that will affect Owner's operations. B. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. 1.1a. Contractor shall coordinate work schedule, as well as the following issues with the owner: 2.1 MATERIALS shall be for a period of five years from date of treatment, signed by the pest control firm that performed the treatment. 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-Engineer, use materials that are identical to existing authorities having jurisdiction. materials. If identical materials are not available or cannot be used where exposed surfa,;es are involved, use materials that PART2 - PRODUCTS 1.2 Requirements for Se quence of Work, Phasing, and Occupancy: C. Owner assumes no responsibility for condition of areas to be selectively demolished. whose installed match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials 1. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. 2.1 SOIL TREATMENT SOLUTION performance will equal or surpass that oi existing materials. 1.3 Prior or Concurrent Work by Owner or Others: 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 oil will not be permitted as a dilutant. Provide a working solution of chemical elements and concentrations, except as PART 3 - EXECUTION 1.4 Existing Site Conditions and Restrictions: Owner. Hazardous materials will be removed by Owner under a separate contract. otherwise required by law or label directions, to ensure the effective treatment of the soil against termite infestation. A -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 ri E. Storage or sale of removed items or materials on SPECIFICATIONS F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective t3.1 INSPECTION 1.5 Contractor's Use of Premises and Adjacent Facilities: soil treatment solution that is not injurious to planting. A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching demolition operations. is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered. 1. Maintain fire-protection facilities in service during selective demolition operations. 1.6 Special Mock-Ups: ching, including PART 3 - EXECUTION 1. Before the start of cutting work, meet at the work site with all parties involved in cutting and pat mechanical and electrical trades. Review areas of potential interference and conflict between the various trades. Coordinate TION 3.1 EXAMINA 1.7 Related Future Work: layout of the work and resolve potential conflicts before proceeding with the work. A. Examine the areas and conditions under which soil treatment for termite control is to be installed Grid conrect 2.1 REPAIR MATERIALS unsatisfactory conditions before proceeding with the work. 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. A. Temporary Support: To prevent failure, provide temporary support of work to be cut. 1. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing -uction during cutting and patching to prevent damage. Provide prote ction from adverse 3.2 SURFACE PREPARATION B. Protection: Protect existing consti 1.9 Owner's Building Standards: adjacent surfaces to the fullest extent possible. A. Remove foreign matter which could decrease effectiveness of treatment on areas to be treated. Loosen, rake, and level weather conditions for portion s of the Project that might be exposed during cutting and patching operations. 2. Use materials whose installed performance equals or surpasses that of existing materials. soil to be treated, except previously compacted areas under slabs and foundations. Toxicants may be applied before 1.10 Field vedfy existing conditions prior to submission of Bids. Inspect all readily visible areas. Readily visible B. Comply with material and installation requirements specified in individual Specification Sections. placement of compacted fill under slabs, if recommended by toxicant manufacturer. 3.3 PERFORMANCE 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 3.3 LOCATION AND APPLICATION feasible time and complete without delay. A. Apply soil treatment solution in the following locations 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. 3.1 EXAMINATION -on-Grade: Apply as an overall treatment under slabs-on-grade within the building lines, and under attached slabs. 1. Slabs Mere possible review proposed procedures with the original installer; comply with the original installer's recommendations. A. Verif that utilities have been disconnected and capped. y 2. Utility Entrances: Apply where utilities pass through exterior walls and through floor slabs. 1.12 Unless scheduled at the end of this Section, matedals to be supplied by the Owner, but purchased and PERMIT DOCUMENTS 1. In general, where cutting is required, use hand or small power tools de�oln;d for sawing or grinding, not hammering and 8. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. ackage, are to be verified by the Contractor pHor to the submission of bids. 3. Walls: Apply along both sides of foundation walls, cross walls, and grade beams, at the depths specified on the label. installed as Work of this p chopping. Cut through concrete and masonry using a cutting machine such as a carborundurn saw or core drill to ensure a C. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged. Apply to voids in masonry walls. neat hole. D. When unanticipated mechanical, electdcal, or structural elements that conflict with intended function or design are 4. Miscellaneous: Apply immediately below expansion joints, control joints and all areas where slab will be penetrated by 1.13 Schedule of Items not Supplied by the Contractor: 2. Cut holes and slots neatly to size required with minimum disturbance of adjacent work. To avoid marring existing finished encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. rfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover openings when not in use. construction features. Prepurchased and Preordered Items: N/A su E. Notify Ar 081 5c 3. Comply with requirements of other applicable sections where cutting and patching requires exco chitect/Engineer pdor to removing any structural element that might result in structural deficiency or unplanned AS SHOWN 11-014-Zl 3 N/A o ing. Owner-Furnished and Owner-Installed Items: collapse of any portion of structure or adjacent structures during selective demolition operations. 3.4 DRYING PERIOD PROJ. NO. DWN BY SCAI�� /DATE uired to be 4. Bypass utility services such as pipe and conduit, before cutting, where such utility services are shown or req -Installed Items: N/A F. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. A. Allow not less than 12 hours for drying after application, before beginning concrete placement or construction activities. Owner-Furnished and Contractor removed, relocated or abandoned. Cut off conduit and pipe in walls or pariitions to be removed. After bypass and cutting, cap, valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign 3.2 UTILITY SERMCES 3.5 SIGNS matter. A. Existing Utilities: Maintain services indicated to remain and protect them against damage during selective demolition A. Post signs in the areas of application warning workers that soil poisoning has been applied. Remove signs when areas are C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. operations. covered by other construction. 1. Inspect and test patched areas to demonstrate integrity of the installation. B. Do not interrupt existing utilities serving occupied or operating facilities unless authorized in wriffing by Owner and G 2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and 3.6 RETREATMENT OF DISTURBED AREAS that will eliminate evidence of patching and refinishing. 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 3.4 CLEANING changeover. application. ampletely point rniiqhly dean areas and spric q where cutting and patching is rmpd or used ag access, Remove r I A. Th mnrtnr niq. piffly nnd Rp ; nf qimilnr nritnrp nn iDina rn6jif nnd girniinr fpntijrpq hPfnrP ri;niina �r nthpr Thnrounhl"IP a n 05500 Metal Fabrication 07310 Fiberglass- Asph alt Shin les' 07310 Fiberglass- Asphalt Shingles Cont' d 9 07321 Concrete Roof Tile Cont' d .,Fleet Landing 1.1 Provide metal fabrications including: PART 1 GENERAL 3.04 INSTALLATION OF SHINGLES 3.2 PREPARATION Rough hardware. A. General: A. Clean surfaces thoroughly prior to installation. Steel fro ed stairs. 1.01 SECTION INCLUDES m 1. Install in accordance with Manufi instructions and local building codes. When local codes and application instructions are in Handrails and railings. f A. Fiberglass-asphalt roofing shingles. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result under the project conflict, the more stringent requirements shall take precedence. Port - Cochere Ladders. B. Leak barrier and roof deck protection. conditions. 2. Minimize breakage of shingles by avoiding dropping bundles on edge, by separating shingles carefully (not by "breaking" over ridge or Loose beariing and leveling plates. bundles), and by taking extra precautions in temperatures below 40 degrees F. C. Metal flashing associated with shingle roofing. D. Attic ventilation. Loose steel lintels. 3. Handle carefully in hot weather to a 3.3 INSTALLATION GENERAL void scuffing the surfacing, or damaging the shingle edges. B. Placement and Nailing: A. Install in accordance with manufacturer's instructions and the following: Prefabricated building columns. 1.02 RELATED SECTIONS Rough Carpentry. Framing, wood decking, and roof sheathing. 1. For maximum wind resistance along rakes & eaves, install any starter strip containing sealant or cement shingles to underlayment nd A. Section 06100 a 1. ICBO ESR-2015P Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions. each other in a 4* width of asphalt plastic roof cement. Building 3000 1.2 Submit product data, shop drawings. 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. 2. Secure with 4, 5, or 6 nails per shingle per Manufacturer's instructions or local codes. with shingle roofing; gutters and downspouts. 3. Placement of nails varies based on the type of shingle specified. Consult the application instructions for the specified shingle for 3. FRSA/TRI Concrete and Clay Roof Tile Installation Manual Fourth Edition (For Florida High Wind Applications, 150 mph). 1.3 Tolerances: Fabrication tolerance 1/8 inch in 10 feet; erection tolerance, 1/16 inch. 1.03 REFERENCES details. 4. CAN/CSA-A220.1-Series-06 - Concrete Roof Tiles. 4. Nails must be driven flush with the shingle surface. Do not overdrive or under drive the nails. A. American Society for Testing and Materials (ASTM) - Annual Book of ASTM Standards 3.4 UNDERLAYMENT APPLICATION: A. Install nailer boards or ridge risers with 2 inch by 2 inch (51 mm by 51 mm) nailer 2.1 Products: 5. Shingle offset varies based on the type of shingle specified. Consult the application instructions for the specified shingle for details. 1. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc Coated (Galvanized) or Zinc-Iron Alloy-Coated (Golvannealed) by boards at hips and ridges: 1. Use fasteners of sufficient length to penetrate min. 3/4 inch (19 mm) into trusses. Steel Plates, Shapes and Bars: ASTM A 36. C. Valleys the Hot-Dip Process. CLIENT 1. Install valleys using the *open voi 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. 2. ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate... 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 for Building Construction. Stainless Steel Bar Stock: ASTM A 276, Type 302 or 304. 4. ASTM D 2218 - Impact Resistance of Prepared Roof Covering Materials. foot (9mm per meter) to the eaves. 3.5 TILE INSTALLA11ON Fleet Landing 5. ASTM D 3018 - Standard Specification for Class A Asphalt Shingles Surfaced with Mineral Granules. b. Run shingles to chalk line. Stainless Steel Plate: ASTMI A 167, Type 302 or 304. Layout: 1. Minimum Head Lop: 3 inches (76 mm). 1 Fleet Landing Blvd 6. ASTM D 3161 - Standard Test Method for Vind-Resistance of Asphalt Shingles (Fan-induced Method). c. Trim lost shingle in each course to match the chalk line; do not trim shingles to less than 12 inches (305mm) wide. Stainless Steel Tubing: ASTM A 554, Grade TP 304 or TP 316. t7. ASTM D 3462 - Standard Specification for Asphalt Shingles Made From Glass Felt and Surfaced with Mineral Granules. d. Apply a 2 inch (51mm) wide stri B. Secure field and perimeter tile in accordance with UBC Table 15-D-2. Aluminum Extruded Bars and Shapes: ASTM B 221 aluminum alloy. ip of plastic cement under ends of shingles, sealing them to the metal flashing. Atlantic Beach, FL 32233 8. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free. D. Penetrations C. Cut field tile to form straight edge at center of hip, ridge and valley. Steel Finish: [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: non-corrosive, suitable for service intended. B. Underwriters Laboratories Zinc-Coating: Hot-dip galvanized coating for materials in exterior assemblies or exterior walls. B. (UL) - Roofing Systems and Materials Guide (TGFU R1306) 3.05 PROTECTION 3.6 CLEANING Tests for Fire Resistance of Roof Covering Materials. Aluminum Finish: [Clear anodized] [Color anodized] [Baked enamel] [Fluoropolymer] finish. 1. UL 790 A. Protect installed products from foot traffic until completion of the project. 2. UL 997 - Wind Resistance of Prepared Roof Covering Materials. B. Any roof areas that are not completed by the end of the workdny are to be protected from moisture and contaminants. A. Remove all broken tile, debris and excess tile from roof. Stainless Steel Finish: [No. 4 b(ight directional] [No. 6 satin directional] polish. C. Asphalt Roofing Manufacturers Association (ARMA) tB. Sweep cut tiles clean. VIA Concepts, LLC D. National Roofing Contractors Association (NRCA) 3.1 Comply with ASTM E 985 for handrail and railing structural performance. E. Cool Roof Rating Council (CRRC) 1807 Third Street North 3.7 REPAIR AND REPLACEMENT F. Miami Dade County Jacksonville Beach, FL 32250 3.2 Comply with AISC codes and specifications and with AWS Structural Welding Code. A. Damaged 'rile: 07321 Concrete Roof Tile M26001354 1.04 DEFINITIONS 1. Break out damaged roof tile. A. Roofing Terminology Refer to ASTM D1079 and the glossary of the National Roofing Contractors Association (NRCA) Roofing and 2. Repair torn underlayment. PART 1 GENERAL Waterproofing Manual for definitions of roofing terms related to this section. 3. Drive fastener flush. 06100 Rough Carpentry 1.1 RELATED SECTIONS STRUCTURAL 1.05 SUBMITTALS 4. Apply minimum 3/8 inch (10 mm) by 2 inch (51 mm) bead of approved adhesive on tile in course below replacement tile. A. Submit copies of GAF product data sheets, detail drawings and samples for each type 5. Immediately set replacement tile in position assuring proper coniact. A. Section 06100 - Rough Carpentry.of roofing product. Latitude 30 Engineering PART 1 - GENERAL B. Section 07620 - Sheet Metal Flashing & Trim B. Damaged Small Valley and Hip Cuts: 1. Apply a minimum of 3/8 inch (10 mm) by 2 inch (51 mm) bead of approved adhesive at head of cut tile. 1510-B Second Street South J 1.06 QUALITY ASSURANCE 1.2 REFERENCES acksonville Beach, FL 32250 1.1 RELATED DOCUMENT A. Manufacturer Qualifications: Provide all primary roofing products, including shingles, underlayment, leak barrier, and ventilation, by a 2. Immediately set tile in course above in position assuring proper contact. A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification A. ASTM A 90 - Standard Test Method for Weight (Mass) of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy single manufacturer. PE No. 58773 Sections, apply to this section. B. Installer Qualifications: Installer must be approved for installation of all roofing products to be installed under this section. Coatings; 2001. Certificate of Authorization Nu. 26691 3.8 PROTECTION B. ASTM A 525 Standard Specification for General Requirements for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip 1.2 SUMMARY 1.07 REGULATORY REQUIREMENTS A. Protect installed products until completion of project. Process; 1993. A. This section includes the following: A. Provide a roofing system achieving an Underwriters Laboratories (UL) Class A fire classification. B. Touch-up, repair or replace damaged products before Substantial Completion. C. ASTM A 641 Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire; 1998, ELECTRICAL 1. Wood framing, retaining wall, decking, trim. 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 B. Related Sections: The following sections contain requirements that relate to this section: C. All work shall be performed in a manner consistent with current OSHA guidelines. (Galvannealed) by the Hot-Dip Process. David Hunter & Associates, Inc. 1. Section 05120, Structural Steel. 1.08 DELIVERY, STORAGE, AND HANDLING Standard Specification for Concrete Roof Tile. E. ASTM C 1492 1229 Sumter Square Drive West 07321-2 07620 Sheet Metal Flashing & Trim 1.3 DEFINITIONS A. Store all products in manufactureris unopened, labeled packaging until they are ready for installation. Jacksonville, FL 32218 F. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing; 19970. A. Rough Carpentry Carpentry work not specified in other sections and generally not exposed, unless otherwise specified. B. Store products in a covered, ventilated area, at temperature not more than 110 degrei PE No. 53375 NERAL of Authorization No. 9882 (reapproved 1996). do not store near steam pipes, radiators, or in direct sunlight. F, G. ASTM D 249 - Standard Specification for Asphalt Roll Roofing (Organic Felt) Surfaced with Mineral Granules; 1989 PART 1 G Certificate C. Store bundles on a flat surface. Maximum stacking height shall not exceed Manufi recommendations. Store rolls on end. 1.4 SUBMITTALS D. Store and dispose of solvent-based materials in accordance with all federal, state and local regulations. H. ASTM D 2626 Standard Specification for Asphalt-Saturated and Coated Organic Felt Base Sheet Used in Roofing; 1997b. 1.1 RELATED DOCUMENTS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. 1. AWPA C2 - Lumber, rimber, Bridge Ties and Mine Ties Preservative Treatment by Pressure Processes; 2001. A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specificati B. Wood treatment.dato as follows, including chemical treatment manufacturer's instructions for handling, storing, installing, ion 1.09 WEATHER CONDITIONS J. Tile Roofing Institute (TRI) - Concrete and Clay Design Criteria for Cold and Snow Regions. Sections, apply to this section. and finishing treated materials: A. Proceed with work only when existing and forecasted weather conditions will permit work Jo be performed in accordance with -treated wood product, include certification by treating plant stating type of preservative Manufacturer 's recommendations reservative K. FRSA/TR1 - Concrete and Clay Roof Tile Installation Manual Fourth Edition (For Florida High Wind Applications, 150 mph). August 2005. 1.2 SUMMARY solution and pressure process used, net amount of preservative retained, and compliance with applicable standards. L ICC ESR 1647 (ICC-ES) - International Code Council Evaluation Services. A. General: Provide all labor, material, equipment, related services and supervision required, including manufacturing, erection -treated products, include statement that moisture content of treated materials was reduced to levels 1.10 WARRANTY 2. For waterborne M. ICBO ESR-2015P Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions. and installation for sheet metal flashing and trim in accordance with the requirements of the Contract Documents. indicated before shipment to Project site. A. Provide to the owner a Warranty providing 100% non-prorated coverage for materials and labor for: N. ICC AC 180 - Acceptance Criteria for Clay and Concrete Roof Tiles. August, 2007. B. The extent of sheet metal flashing and trim is shown on the drawings, 3. Warranty of chemical treatment manufacturer for each type of treatment. a. The first 20 years, then prorated thereafter for all 30 & 40 yr shingles. b. The first 50 years, then prorated thereafter for all lifetime shingles. 0. Florida Building Code, Product Approval - FIL 560, FL610, FL7781, FL7849. C. This section incl�cles sheet metal flashing and trim in the following categories: 4. For fire-retardan t-treated wood products, include certification by treating plant that treated materials comply with 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 riles. specified standard and other requirements. 1. Exposed trim. 2. Workmanship errors: Warranty shall provide 100% coverage for workmanship errors for the first 20 years. Q. ICC AC 188 for underloyments. 2. Metal flashing. 5. Material test reports from a qualified independent testing agency indicating and interpreting test results relative a 3. Miscellaneous sheet metal accessories. compliance of fire-retardan t-trea ted wood products with requirements indicated. R. AC 48 for underlayments in severe climates. PART 2 PRODUCTS or a a ex as ng an ri ge ven ng pro uc s. tea e ec ons: e a owing sec ions con ain requ remen s hot relate to this section: 1. Section 07310, Fiberglass-Asphalt Shingles. 1.5 DELIVERY, STORAGE, AND HANDLING 2.01 MANUFACTURERS A. Keep materials under cover and dry. Protect from weather and contact with damp or wet surfaces. Stock lumber, plywood, 1.3 DESIGN REQUIREMENTS 2. Section 07900, Joint Sealants. rian Burke, L.A. A. Acceptable Manufacturer: GAF Materials Corporation, 1361 Alps Rd. Wayne NJ 07470. Tel: 1-973-628-3000. A. Roofing tile materials and installation shall conform to the requirements of ICC ESR 1647. and other panels. Provide for air circulation within and around stacks and under temporary coverings including polyeth�ene B. Requests for substitutions of equivalent products will be considered if presented in writing to the Owner. 1015 Atlantic Blvd and similar materials. B. Roofing tile materials and installation shall conform to the requirements of Miami Dade County Notice of Acceptance. 1.1 PERFORMANCE REQUIREMENTS C. Roofing tile materials and installation shall conform to the SBCCI Standard for Hurricane Resistant Residential Construction, A. General: Install sheet metal flashing and trim to withstand wind loads, structural movement, thermally induced movement, 1. For lumber and plywood pressure treated with waterborne chemicals, place spacers between each bundle-Ac, provide air 2.02 SHINGLES Atlantic Beach, FL 32233 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. circulation. A. Self-sealing, granu le-surfaced, fiberglass asphalt shingle with a strong fiberglass reinforced core and color protection. Architectural License No. LA0001260 D. Roofing tile materials and installation shall conform to the requirements of the applicable building code. B. Fabricate and install flashings at roof edges to comply with recommendations of FM Loss Prevention Data Sheet 1-49. 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 Refer to the structural and architectural drawings for basic wind speed criteria. LI CE Label; ASTM D 7158, Class H; ASTM D 3161, Type 1; ASTM D 3018, Type 1; ASTM D 3462; CSA 123.5-98; Dade County Approved, Florida 1.4 SUBMITTALS Building Code Approved, Texas Dept of Insurance Approved, ICC Report Approval. A. Testing Agency Qualifications: To qualify for approval, an independent testing agency must demonstrate to Architect's A. Submit under provisions of Section 01300. 1.4 SUBMITTALS 1. Color As selected from manufacturers' full range. satisfaction, based on evaluation of agency submitted criteria conforming to ASTM E699, that it has the experience and A. General: Submit each item in this Article according to the Conditions of the Contract and Special Provision No.11: Shop uding: 1. Preparation instructions and B. Product Data: Manufacturer's data sheets on each product to be used, incl capability to satisfactorily conduct the testing indicated without delaying the Work. r 2.03 STARTER STRIP ecommendations. Drawings and Samples. 2. Storage and handling requirements and recommendations. material and finish data, instructions, and general recommendations for each A. Self sealing starter shingle designed for prernium roof shingles. Each bundle covers approx. 100 lineal feet for regular shingles or 50 PART 2 PRODUCTS B. Product Data including manufacturer's tlineal feet for oversized shingles. 3. Installation methods. specified flashing m terial and fabricated product. C. Shop Drawings: Indicate metal flashing profiles, joint locations, fastening locations, and installation details. Indicate tile C. Shop Drawings of each item specified showing layout, profiles, methods of joining, and anchorage details. 2.04 LEAK BARRIER layout with location of cut and special shaped tiles identified. 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, ICC, State D. Selection Samples: For each finish product specified, two complete sets of tile colors representing manufacturees 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 661. range of available colors and patterns. A. Installer Qualifications: Engage an experience Installer who has completed sheet metal flashing and trim work similar in a. Baxter: J. H. Baxter Co. E. Verification Samples: For each finish product specified, two full size samples representing actual product, color, and material, design, and extent to that indicated for this Project and with a record of successful in-service performance. b. Chemical Specialties, Inc. 2.05 SHINGLE UNDERLAYMENT patterns. tc. Continental Wood Preservers, Inc. A. Water repellent, breather type celluloseAlass fiber composite roofing undeflayment. Meqts 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 360 x 1440 -7 e. Hoover Treated Wood Products, Inc. A. Coordinate work of this section with interfacing and adjoining work for proper sequencing of each installation. Ensure best -work, and protection of materials and finishes. 1.5 QUALITY ASSURANCE possible weather resistance, durability of f. Osmose Wood Preserving, Inc. 2.06 ROOFING CEMENT A. Asphalt Plastic Roofing Cement meeting the requirements of ASTM D 4586, Type I or 11. A. Manufacturer Qualifications: Minimum five years documented experience producing concrete roof tile and member of 'rile ��]"��i�!,�777777777 2.2 LUMBER, GENERAL Roof Institute. PART 2 - PRODUCTS 2.07 ROOF ACCESSORIES A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," and with applicable grading rules of B. Installer Qualifications: Minimum five years documented experience installing products specified in this section and/or 2.1 METALS A. Exterior acrylic rust resistant aerosol roof accessory paint. Each 6 oz can is available in boxes of 6 and in a wide variety of colors to compliment the roof. inspection agencies certified by American Lumber Standard Committee's (ALSC) Board of Review. supervision by a manufacturers authorized installation representative. C. Mock-Up: Provide a mock-up for evaluation of A. Aluminum: Alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated. 1. SPIB - Southern Pine Inspection Bureau. surface preparation techniques and application workmanship. 2. WWPA - Western Wood Products Association. 2.08 NAILS 1. Finish areas designated by Architect. 2.2 MISCELLANEOUS MATERIALS AND ACCESSORIES 77777= 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 (3.05 M) by 10 foot (3.05 M) area and include the edge, ridge, valley and A. Fasteners: Same metal as sheet metal flashing or other noncorrosive metal as recommended by sheet metal manufacturer. 7777 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 inch or through plywood or oriented strand other typical transition conditions anticipated. Match finish of exposed heads with material being fastened. compliance with grading rule requirements and identifying grading agency, grade, species, moisture content at time of board by at least 1/8 inch. 3. Do not proceed with remaining work until installation workmanship and appearance is approved by Architect. B. Asphalt Mastic: SSPC-Paint 12, solvent-type asphalt mastic, nominally free of sulfur and containing no asbestos fibers, surfacing, and mill. 4. Mock-up may not remain as part of Work. compounded for 15-mil (0.4-mm) dry film thickness per coat. C. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual 2.09 METAL FLASHING C. Sealants: As specified in Section 07900, Joint Sealants. 5 Accepted mock-up may remain as part of Work. sizes are indicated, they are minimum dressed sizes for dry lumber. A. 0.032-inch aluminum sheet, complying with ASTM 8 209. D. Metal Accessories: Provide sheet metal clips, straps, anchoring devices, and similar accessory units as required for 1. Provide dressed lumber, S4S, unless otherwise indicated. installation of work, matching the material being installed; noncorrosive; size and thickness required for performance. 2. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2-inch nominal thickness or less, PART 3 EXECUTION 1.6 DELIVERY, STORAGE, AND HANDLING 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 A. Do not begin installation until the roof deck has been properly prepared. B. Deliver.products to project site in manufacturer's unopened pallets, labeled with data indicating compliance with specified 2.3 FABRICATION, GENERAL NO. REV DATE 2.3 WOOD PRESERVATIVE-TREATED MATERIALS ISION/ISSUE ulrements. req A. Sheet Metal Fabrication Standard: Fabricate sheet metal flashing and trim to comply with recommendations of SMACNA's A. General: Where lumber or plywood is indicated as preservative treated or is specified to be treated, comply with applicable 3.02 PREPARATION "Architectural Sheet Metal Manual* that apply to the design, dimensions, metal, and other characteristics of the item :: C. 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 A. Clean deck surfaces thoroughly prior to installation of eaves protection membrane and underloyment. indicated. inspection agency approved by ALSC's Board of Review. B. At areas that receive eaves protection membrane, fill knotholes and cracks with latex filler. B. Comply with details shown to fabricate sheet metal flashing and trim that fit substrates and result in waterproof and 1.7,PROJECT CONDITIONS 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 'hon 241 and on all roofs steeper than 6/12. weather-resistant performance once installed. Verify shapes and dimensions of surfaces to be covered before fabricating sheet 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 metal. Shop-fabricate work to the greatest extent possible. maximum of-0.39 lb/cu. ft. After treatment, kiln-dry lumber and plywood to a maximum moisture content of 19 and 15 3.03 INSTALLATION OF UNDERLAYMENTS optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. C. Form exposed sheet metal work that is without-excessive oil canning, buckling, and tool marks and that is true to line A. General: percent, respectively and levels indicated, with exposed edges folded back to form hems. 1. Install using methods recommended by Manufacturer, in accordance with local building codes. When local codes and application B. Do not overload the roof. Distribute stacks of tile uniformly on roof at not greater 6an 12 inches (305 mm) in height. 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 instructions are in conflict, the more stringent requirements shall take precedence. complying with AWPA M4 to cut surfaces. Inspect each piece of lumber or plywood after drying and discard damaged or concealed fasteners for additional strength, B. Eaves: 1.8 WARRANTY defective piepes. E. Expansion Provisions: Space movement joints at maximum of 10 feet with no joints allowed within 24 inches of corner or 1. Install eaves edge metal flashing tight with fascia boards; lap joints 2 inches and seal with plastic cement or high quality urethane A. Roof 'rile: Limited Lifetime, Fully Transferable, Non-Prorated Product Warranty against defects in roof tile for the life of intersection. Where lapped or bayonet-type expansion provisions in work cannot be used or would not be sufficiently D. Do not use oil borne pentachlorophenol for surfaces that are to be painted and sealant; nail at the top of the flange. SPECIFICATIONS surfaces in contact with roofing. the structure. 2. On all roofs b weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with etween 2/12 and 4/12 (low slopes) install leak barrier up the slope from 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 and bond. mastic sealant (concealed within joints). 2.4 FASTENERS free from faults and defects in materials and workmanship for a minimum period of 3 years after completion. -expansion, but movable, joints in metal to accommodate elastomeric sealant to comply with tC. Valleys: F. Sealed Joints: Form non D. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material SMACNA standards. 1. Install eaves protection membrane at least 36 inches wide and centered on the valley. Lop ends 6 inches and seal. and manufacture. Provide hot-dip zinc coating per ASTM A153 or Type 304 stainless steel. Only use ASTIM 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 G. Separate metal from incompatible metal or corrosive substrates by coating concealed surfaces at locations of contact with 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 asp a mastic or other permanent separation as recommended by manufacturer. E. Nails, Vire, Brads, and Staples: FS FF-N-105. the edge. H. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of sheet metal F. Power-Driven Fasteners: CABO National Evaluation Report NER-272. D. Roof Deck: maintenance. exposed to public view. B. Fumish extra materials packaged with protective covering for storage and identified with labels clearly describing contents, G. Wood Screws: ASME B18.6.1. 1. Install one layer of roof deck protection over the entire area not protected by leak barrier at the eaves or valley. Install sheets 1. Fabricate cleats and attachment devices from some material as sheet metal component being anchored or from compatible, H. Lag Bolts: ASME B18.2.1. horizontally so water sheds and nail in place. noncorrosive metal recommended by sheet metal manufacturer. PART 2 PRODUCTS 1. Bolts: Steel bolts complying with ASTM A307, Grade A (ASTMI F568, Property Class 4.6); with ASTM A563 hex nuts and, 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. 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. Size: As recommended by SMACNA manual or sheet metal manufacturer for application but never less than thickness of where indicated, flat washers. 2.1 MANUFACTURERS metal being secured. membrane. 4. Lop ends at least 4 inches. Stagger end laps of each layer at least 36 inches. A. Acceptable Manufacturer: 2.9 MISCELLANEOUS MATERIALS 2.4 SHEET METAL FABRICATIONS 5. Lop roof deck protection over leak barrier in valley at least 6 inches. A. Water-Repellent Preservative: NWWDA-tested and -accepted formulation containing 3-iodo-2-propynyi butyl carbonate Como Cast Corp Concrete Clay Roof Tiles tE. Deck-Armor (or equivalent product) Application A. General: Fabricate sheet metal items in thickness or weight needed to comply with performance requirements but not less (IPBC) as its active ingredient. Eagle Roofing Products 1. Deck-Armor shall be installed over a clean, dry deck. than that listed below for each application and metal. tEntegra Roof rile 2. Install Leak Barrier at eaves, valleys, rakes and other vulnerable leak areas. B. Exposed Trim: Fabricate from the following material: PERMIT DOCUMENTS PART 3 - EXECUTION 3. Lay Deck-Armor over deck and overlap 3*at side laps and 60 at end laps. Hanson Roof Tile 2. Aluminum: 0.050 inch thick. C. Drip Edges: Fabricate from the following material: 4. For exposure to rain, overlap 12* at end lops Richmond Precast Concrete Products 5. For side and end laps: fasten Deck-Armor 12"o.c. (6 o.c. for high wind areas). Tile Roofs, Inc. 2. Aluminum: 0.0320 inch thick. 3.1 INSTALLATION, GENERAL A. Discard units of material with defects that impair quality of rough carpentry construction and that are too small to use in 6. For middle of the roll: fasten Deck-Armor 24*o.c. (12 o.c. for high wind areas). B. Consult Owner for Acceptable Manufacturer. fabricating rough carpentry with minimum number of joints or optimum joint arrangement. 00130815c AS SHOWN 11-04-13 7. For exposure to rail, completely cover all side laps, end laps and fast 2.5 ALUMINUM FINISHES eners with tape. C. Requests for substitutions will be considered in accordance with provisions 'of Section 01600. PROJ. NO. DWN BY SCALEA\ PATE B. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. 8. For long term exposure see complete Deck-Armor installation instructions for side lap detail. A. General: Comply with Aluminum Association's (AA) "Designation System for Aluminum Finishes' for finish designations and C. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated. Fit rough carpentry to other 9. If roof may be exposed to high winds, apply tape over alI fasteners at the center of the roll to prevent rain from entering at the application recommendations. construction; scribe and cope as required for accurate fit. fasteners. PART 3 EXECUTION High-Performance Organic Coating Finish: AA-C12C42R1x (Chemical Finish: cleaned with inhibited chemicals; Chemical D. Apply field treatment complying with AWPA M4 to cut surfaces of preservative treated lumber. F. Penetrations: 3.1 EXAMINA11ON Finish: acid chromate-flu oridephosph ate conversion coating; Organic Coating: as specified below). Prepare, pretreat, and apply t -dip galvanized nails. Use finishing nails for finish work. Select fasteners of size that will not fully penetrqte E. Use hot 1. Vent pipes: Install a 24 inch square piece of eaves protection membrane lopping over rodf deck undedayment; seal tightly to pipe. 2. Vertical walls (or nearly vertical walls): Install eave protection membrane extending at least 6 inches up the wall and 12 inches on to members where opposite side will be exposed to view or will receive finish materials. Make tight connections between 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. Install fasteners without splitting wood; predrill as required. the roof surface, Lap the membrane over the roof deck underlayment. B. Verify surfaces are uniform, smooth, clean and dry 1. Fluoropolymer 2-Coat Coating System: Manufacturer's standard 2-coat, thermocured system composed of specially G- 003 formulated inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin 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 undedayment; set tight to C. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. ake boards; lap joints at least 2 inches and seal with plastic cement; secure with nails. by weight; complying with AAMA 605.2. Cer L a. Color and Gloss: To be selected from manufacturer's standard color range. titt j It t 07620 Sheet Metal Flashing Cont ' d 07920 Joint Sealants Cont' d 09910 Painting Cont ' d 09972 Concrete/ Portland Cement Stucc& it ,I t i PART 3 - EXECUTION ii Fleet Landing 2.5 JOINT SEALANT BACKING it 2.2 ACCEPTABLE MANUFACTURERS 1.8 COORDINATION AND SCHEDULING: A. General: Provide sealant backings of material and type that are non-staining; are compatible with joint,substrates, 3.1 EXAMINATION A. Coordination: Coordinate Architectural Coatings and Finishes installation with other construction operations. sealants, primers and other joint fillers; and are approved for applications indicated by sealant manufactur' A. First grade products of the following manufacturers are acceptable, subject to submittal and approval of a schedule of er based on field A. Examine substrates and conditions under which sheet metal flashing and trim are to be installed and verify tha work experience and laboratory testing. products listing the surfaces for which they are intended. t may Port - Cochere properly commence. Do not proceed with installation until unsatisfactory conditions have been corrected. B. Plastic Foam Joint Fillers: Performed compressive, resilient, non-staining, non-waxing, 1. Benjamin Moore & Company. 1.9 WARRANTY n -extruding strips of flexible plastic foam of material indicated below 2. Glidden Pro (formerly ICI, Devoe and Glidden Paint) on A. Warrant Upon request, at completion of installation, provide manufacturer's Standard Limited Warranty. 3.2 INSTALLATION and of size, shape, and density to control sealant depth and otherwise contribute, 3. Sherwin-Williams Company. A. General: Unless otherwise indicated, install sheet metal flashing and trim to comply with performance requirements, to producing optimum sealant performance. PART2 - PRODUCTS B. Products of Sherwin-Williams Company are listed in the Product Schedule to illustrate paint material quality and type. manufacturer's installation instructions, and SMACNA's "Architectural Sheet Metal Manual.* Anchor units of work securely in 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. place by methods indicated, providing for thermal expansion of metal units; conceal fasteners where possible, and set units C. Elostomeric Tubing Joint Fillers: Neoprene, butyl, EPDM, or silicone tubing complyin 2.1 MANUFACTURERS g with ASTM D 1056, nonabsorbent to A. Manufacturer U true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and water and gas, capable of remaining resilient at temperatures down to -26 degrpe's F (-32 degrees C). 2.3 PRODUCT SCHEDULE 13 * Ming 3000 weatherproof Provide products with low compression set and of size and shape to provide a secondary seal, to control sealant depth, and A. Block Filler: B42W46 Heavy-duty, high-performance acrylic resin latex emulsion block filler for interior and exterior use in B. Components: Obtain components manufactured from authorized distributors. No substitutions or additions of other B. Install exposed sheet metal work that is without oil canning, buckling, and tool marks and that is true to line and levels otherwise contribute to optimum sealant performance. indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and to result D. Bond-Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing filling bare CMU and concrete before application of finish coats. materials are permitted without prior written permission from ContractorI/Installer for this project 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 materiols or joint surfaces at back of joint where such adhesion would sheet metal. result in sealant failure. Provide self-adhesive tape where applicable. 1. Universal Metal Primer: B50Z Series Kem Kromik alkyd base metal primer for all interior ferrous metal. 2.2 MATERIALS CLIENT C. Roof-Edge Flashings: Secure metal flashings at roof edges according to FM Loss 2. Rust-Inhibitive Primer: 050Z Series Kern Bond HS alkyd base metal primer for all exterior ferrous metal and may be used Prevention Data Sheet 1-49 for specified wind zone and cladding wind load, criteria indicated on the architectural drawings. for all interior ferrous metal in lieu of Universal Metal Primer above. 2.6 MISCELLANEOUS MATERIALS A. Basecoats: [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 3. Galvanized and Non-ferrous Metal Primer 850WZ30 Galvite HS, solvent based acrylic primer for all galvanized and Fleet Landing D. Expansion Provisions: Provide for thermal expansion of exposed sheet metal work. Space movement joints at maximum of indicated, as determined from preconstruction joint seal an t-substrate tests and field tests. non-ferrous metal. (2. 121 Basecoat: 100% acrylic polymer base, requiring the addition of Portland cement. 1 Fleet Landing Blvd -type expansion provisions B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and'sodl,ant backing materials, C. Primers for Wood: [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. Where lapped or bayonet 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 substrat' d 1. Alkyd-oil base Y24 A-100 primer for exterior wood to receive paint finish. on, adjacent nonporous requiring addition of water as per manufacturer's recommendation. Atlantic Beach, FL 32233 hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). surfaces, and formulated to promote optimum adhesion of sealants with joint substrates. 2. Alkyd-oif base B49 Series Prep-Rite alkyd enamel undercoat for interior wood to receive point finish. [4. 121 Optimum Basecoat: Copolymer based, factory blend of cement and proprietary ingredients requiring addition 'of water E. Do not solder aluminum. C. Masking Tape: Non-staining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints, D. Primer-Sealer: 1328W200 Prep-Rite premium quality latex primer-sealer for drywall. F. Sealed Joints: Form non-expansion, but movable, joints in metal to accommodate elostomeric sealant to comply with as per manufacturer's recommendation. SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant PART 3 - EXECUTION E. Gloss Enamel: A85 Series SuperPaint acrylic latex base enamel for gloss exterior finish coat. [5. Stucco Level Coat: Copolymer based, factory blend of cement and proprietary ingredients requiring addition of water. F. not Masonry Paint: A-100 (A6), acrylic latex base masonry paint for exterior concrete and stucco. REINFORCING MESH IS USED FOR GAUGING THE THICKNESS OF THE BASECOAT AND MAYBE REQURIED WITH MANUFACTURER G. Seams: Fabricate nonmoving seams in aluminum with flat-lock seams. Form seams and seal with epoxy seam sealer. Rivet ARCHITECT G. Interior Flat: B30 ProMar 200/400, vinyl-acrylic latex type low sheen finish coat. B. Reinforcing Mesh joints for additional strength. 3.1 EXAMINATION H. Interior Satin: B20 ProMar 200/400, vinyl acrylic latex type eggshell sheen enamel [1. Standard Mesh: Weight 4.5 oz. per sq. yd. (153 g/sq m); coated for protection against alkali. Standard reinforcement of H. Separations: Separate metal from non-compatible metal or corrosive substrates by coating concealed surfaces, at Examine joints indicated to receive joint sealants, with Sub-Contractor present, f6ir compliance with requirements for, joint ncepts, LLC locations of contact, with asphalt mastic or other permanent separation as recommended by manufacturer, configuration, installation tolerances, and other conditions affecting joint sealant performance. Do not proceed with installation finish coat. EIFS, or for use with High Impact 358.14 Mesh, or Ultra High Impact 358.20 Mesh. VIA Co 1. Underloyment: Where installing stainless steel or aluminum directly on cementitious or wood substrates install a slip sheet of joint sealants until unsatisfactory conditions have been corrected. 1. Interior Semi-Gloss: B34 ProMar 200/400 alkyd type semi-gloss enamel finish coat. C. Primers 1807 Third Street North of red-rosin paper and a course of polyethylene underlayment. [1. Primer: 100% acrylic based coating to prepare surfaces for stucco finishes. Jacksonville Beach, FL 32250 2. Bed flanges of work in a thick coat of roofing cement where required for waterproof performance. 3.2 PREPARATION PART 3 - EXECUTION [2. Variance VariPrime Sanded: 100% acrylic based coating to prepare surface for various finishes. MODIFY BELOW TO SUIT M26M I-k% A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with recommendations of 3.1 PREPARATION OF SURFACES REQUIREMENTS. CHOOSE ONE FINISH TYPE, TEXTURE, & COLOR WITH ACCESSORY MATERIALS TO CREATE DESIRED EFFECT 3.3 CLEANING AND PROTECTION joint sealant manufacturer and the following requirements: A. Cleaning: Remove accumulated dirt and loose dust by brushing or wiping. D. Finish: [1. DPR Optimum Finish: Factor blended, 100% acrylic polymer based finish, integrally colored. Finish type, texture and color A. Clean exposed metal surfaces, removing substances that will cause corrosion of metal or deterioration'of finishes. 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints B. Concrete Masonry Clean all excess mortar, loose and foreign material using metal scraper and wire brush. Remove all y B. Provide final protection and maintain conditions that ensure sheet metal flashing and trim work during construction is nt, protective coatings tested and approved for sealant adhesion and compatibility by sealant as selected by Owner. Finish type, texture and color as selected by Owner STRUCTURAL I grease and oil spots by suitable cleaning compound and rinse (to remove alkali). If necessary, neutralize by washing with zinc without damage or deterioration other than natural weathering at the time of Substantial Completion. manufacturer), old joint sealants, oil, grease, sulphate solution. [2. DPR Standard Finish: Factory blended, 100% acrylic polymer based finish, integrally colored. Finish type, texture and color waterproofing, water repellents, water, surface dirt, and frost. as selected b Owner. Finish type, texture and color as selected by Owner. Latitude 30 Engineering C. Metal: Surfaces shall be free of rust and loose scale. Clean with mineral spirits before painting. Surfaces which will be y [3. Variance Finish: Acrylic-based specialty finish. Finish type, texture and color as se'ected by Project Designer. 2. Clean concrete, masonry, unglazed surfaces of ceramic tile, and similar porous�&t substrate surfaces by brushing, inaccessible after installation shall be completely pointed before installation. Prime field welds, bolts and rivets. 1510--B 'Second Street South a. Variance Antiquing Gel: a water-based, tinted, semi-transparent, acrylic emulsion for staining, grinding, blast cleaning, mechanical abrading, or a combination of these methods 4o 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. of developing optimum bond with joint sealants. Remove loose particles remaining from above cleaning operations by 2. Steel: Vipe shop primed metal clean of foreign matter, retouch where scratched, marred or rusted using similar primer. As Joint Sealants Jacksonville Beach, FL 32250 07920 vacuuming or blowing out joints with oil-free compressed air. PE No. 58773 Use as required to achieve desired finish. Certificate of Authorization No. 26691 3. Remove laitance and form release agents from concrete. s b. Variance VariSeal is a 100% acrylic, water based sealer. Improves scratch and scuff resistance and adds depth of color. soon as practical after erection (to minimize rusting) wire brush structural and miscellaneous steel and touch-up welds, PART 1 GENERAL 4. Clean metal, glass, glazed surfaces of ceramic tile, and other nonporous surfaces with chemical cleaners or other means cratches and abrasions of shop applied primer. WHE ENHANCED CLEANABILTY IS DESIRED FOR HIGH SOILING EXPOSURES. D. Wood: Sandpaper smooth. Before installation apply wood-sealer. Back-prime trim and prime cut ends to match finished that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. [4. Clear Sealer: 100% acrylic, transparent, permeable, dirt resistant sealer for use as a protective coating over acrylic 1.1 RELATED DOCUMENTS B. Joint Priming: Prime joint substrates where indicated or where recommen surface. Ease sharp knife-edge comers by rubbing with fine sandpaper. Remove soil by wiping using clean cloth moistened ded by joint sealant manufacturer based on finishes. Use 600 Clear or 610 Matte Clear as detailed on drawings. ELECTRICAL preconstruction joint sealan t-substrate tests or prior experience. Apply primer to comply with joint sealant manufacturer's E. Water: Clean, potable water with alcohol. 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. F. Portland Cement: ASTM C150, T e I or Type 1-11. David Hunter & Associates, Inc. Sections, apply to this Section. 3.2 APPLICA11ON yp tC. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would 1229 Sumter Square Drive West A. Workmanship: Read and conform to instructions in label on containers. Materials uniformly spread and smoothly finished. 2.3 RELATED MATERIALS AND ACCESSORIES be permanently stained or damaged by such contact or by cleaning methods req' I uired to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 1.2 SUMMARY Do not thin in excess of the printed directions. Mix and apply in accordance with manufacturer's directions. Field applied A. Substrate Materials: Jacksonville, FL 32218 on as possible after the work is received or in place. Apply coats by brush or roller. [1. Concrete Portland cement stucco Units (CMU): Non-pointed (uncoated). PE No. 53375 A. This Section includes joint sealants for use at the following locations: priming coats shall be applied as so e of Authorization No. 9882 [2. Concrete (poured or pre-cast).-traffic horizontal surfaces as indicated below: 3.3 INSTALLATION OF JOINT SEALANTS Coverage of products shall not be less than that recommended by manufacturer. When finishing operating parts, the parts Certificat 1. Exterior joints in vertical surfaces and non a. Joints between different materials. shall be pointed in the *open" position and shall remain so until dry. Metal surfaces required to be bare for proper operations [3. Unglazed brick and portland cement stucco units. A. General: Comply with joint sealant manufacturer's printed installation instructions applicable to products and applications itb. Perimeter joints between materials and frames of doors. tC. indicated, except where more stringent requirements apply. f point. 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 Control and expansion joints in ceiling and overhead surfaces. B. Sealant Installation Standard: Comply with recommendations of ASTM C 1193 for use of joint sealants applicable to d. Other joints as indicated. coat shall differ in color from the preceding and succeeding coats. B. Flashing: Refer to Division 7 Flashing Section for flashing materials. 2. Interior joints in vertical surfaces and horizontal non-traffic surfaces as indicated below: C. Sealant System: materials, applications, and conditions indicated. C. Installation of Sealant Backings: Install sealant backings to comply with the following requirements: 3.3 COLORS a. Control and expansion joints on exposed interior surfaces of an exterior walls. 1. Sealants shall conform to ASTM C920, Grade NS. 1. Install joint fillers of type indicated to provide support a qu b. Perimeter joints of exterior openings where indicated. 1: sealants during application and at position rk` ired to produce A. Colors shall match colors scheduled by Architect. 2. Expansion joints between sections of shall have a minimum width of 3/4 in (19 mm). the cross-sectional shapes and depths of installed sealants relative to joint widthwthat allow optimum sealant movement c. Other joints as indicated. B. Colors for surfaces not scheduled: 3. Sealant backer rod shall be closed-cell polyethylene foam. capability. 1. Roof. Match Existing Roof Color. 4. Apply sealant to tracks or Basecoat of EIFS. a. Do not leave gaps between ends of joint fillers. -fin for listing of sealants which have been tested and have been found to be compatible with EIFS. 3.4 EXTERIOR PAINT SCHEDULE 5. Refer to current bulle b. Do not stretch, twist, puncture, or tear joint fillers. 1.3 SYSTEM PERFORMANCE REQUIREMENTS A. Non-ferrous Metals and Piping: Galvanized and non-ferrous metal primer and two 6. Color shall be "as selected by Owner. c. Remove absorbent joint fillers that have become wet prior to sealant application and replace with dry material. A. Provide elastomeric joint sealants that have been produced and installed to establish and to maintain water-tight and coats gloss enamel. 7. Joint design, surface2�preparGti -,,and seidlant primer shall be based on sealant manufacturer's recommendations and 2. Install bond breaker tape between sealants where backer rods are not used between sealant and joint fillers or back of airtight continuous seals without causing staining or deterioration of joint substrates. project conditions. joints. B. Ferrous Metals and Piping: Rust Inhibitive primer and two coats gloss enamel. B. Provide joint sealants for interior applications that have been produced and installed to establish and maintain airtight C. Wood Trim: Alkyd-oil base primer and two coats gloss enamel D. Installation of Sealants: Install sealants by proven techniques that result in sealants directly contacting and fully wetting LANDSCAPE continuous seals that are water resistant and cause no staining or deterioration of joint substrates. PART 3 - EXECUTION joint substrates, completely filling recesses provided for each joint configuration, and providing uniform, cross-sectional shapes D. Concrete: Two coats of clear sealant and depths relative to joint widths that allow optimum sealant movement capability. Install sealants at the same time sealant E. CMU: Block Filler and two semi-gloss masonry paint. Brian Burke, L.A. 1.4 QUALITY ASSURANCE 3.1 EXAMINATION backings are installed. A. Single Source Responsibility for Joint Sealant Materials: Obtain joint sealant materials from a single manufacturer for each 3.5 TOUCH-UP 1015 Atlantic Blvd A. Verify project site conditions under provisions of Section 01 00 00. different product required. 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. Atlantic Beach, FL 32233 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 Basecoat installation as follows: adhesion of sealant with sides of joint. Remove excess sealants from surfaces adjacent to joint. Do not use tooling agents 3.7 CLEANING License No. LA0001260 1.6 DELIVERY, STORAGE, AND HANDLING tthat discolor sealants or adjacent surfaces or are not approved by sealant manufatturer. 1. Substrate shall be free of dust, dirt, laitance, efflorescence, and other harmful contaminants. A. Deliver materials. to project site in original unopened containers or bundles with labels indicating manufacturer, product A. Keep freshly coated surfaces, brushed and cons clean and dust free. Remove point splatters and daubs from hardware, 2. Substrate construction in accOr4qnce with substrate material manufacturer's specifications and applicable building codes. 1. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated. glass, floors and any other surfaces hot indicated to be painted. name and designation, color, expiration period for use, pot life, curing time, and mixing.instructions for multi-component 2. Provide flush joint configuration, per Figure 58 in ASTM 1193, where indicated. 3. Substrate shall be cured concrete (-28 days minimum) materials. a. Use masking tape to protect adjacent surfaces of recessed tooled joints. 4. Substrate shall have no irreqylarities greater than 1/4" (6.4 mm), and shall be sound and free of foreign substances, B. Store and handle materials in compliance with manufacturees recommendations to prevent their deterioration or' iguration, per Figure 5C in ASTM C 1193, of recessed depth and at locations indicated. damage 3. Provide recessed joints confi including paint, bond breakers, form oils laitance, scaling and flaking. due to moisture, high or low temperatures, contaminants, or other causes. StUCCO 5. Unsatisfactory conditioris' shall be corrected before the application of the coatings. 3.4 CLEANING 09972 Concrete/ Portland Cem en t 6. Painted surfaces sl�611 have paint removed to achieve a substrate with 90% or more of the surface free of paint. 1.7 PROJECT CONDITIONS A. Clean off excess sealants or sealant smears adjacent to joints as work progresses by methods and with cleaning materials 7. Sanding surfaces shall be eliminated mechanicall then washed with clear water. Y, A. Environmental Conditions: Do not proceed with installation of joint sealants under the following conditions: approved by manufacturer's of joint sealants and of products in which 0[nts occur. PART 1 GENERAL- 8. Remove efflorescence using mechanical removal and/or a diluted acid solution followed by complete rinsing. 1. When ambient and substrate temperature conditions are outside the limits permitted by joint sealant manufacturer. 2. When joint substrates are wet. 9. Concrete surfaces shall be level and free of voids over 1/8" (3 mm) across, Glossy surfaces shall be dulled by chemical or 3.5 PROTECTION 1.1 SECTION INCLUDES mechanical means. Thoroughly remove all residues. A. Supply and installation of Busecoat, reinforcing mesh and finish installed over Portland cement stucco. D. Advise Contractor of discrepancies preventing installation of the Architectural Coatings and Finishes. Do not proceed with B. Joint Width 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 contar�inating substances or from damage resulting sealant manufacturer for application indicated. from construction operations or other causes so that they are without deterior-ition or damage at time of substantial the Architectural Coatings and Finishes work until unsatisfactory conditions are corrected. their adhesion are removed from joint substrates. C. Joint Substrate Conditions: Do not proceed with installation of joint sealants until contaminants capable of interfering with completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint 1.2 REFERENCES sealants immediately so that and installations with repaired areas are indistinguishable from original work. 3.2 PREPARATION A. ASTM C578 Specification for Preformed, Cellular Polystyrene Thermal Insulation PART 2 - PRODUCTS B. ASTM C847 Standard Specification for Metal Loth A. Protection: Protect surrounding material surfaces and areas during installation of system. C. ASTM C897 Standard Specification for Aggregate for Job-Mixed Portland Cement-Based Plaster B. Clean surfaces thoroughly prior to installation. 2.1 MATERIALS, GENERAL D. ASTM B117 Test Method for Salt Spray (Fog) Testing. C. Prepare surfaces using the methods recommended by the Manufacturer for achieving the best result for the substrate 09910 Painting E. ASTM D2247 Practice for Testing Water Resistance of Coatings in 100 Percent Relative Humidity. under the project conditions. A. Compatibility Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with F. ASTM E84 Test Method for Surface Burning Characteristics of Building Materials. joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and t -77777-7 G. ASTM E331 Test Method for Water Penetration by Uniform Static Air Pressure Difference. field experience. 3.3 MIXING PART 1 GENERAL H. ASTM E695 Method for Measuring Relative Resistance to Impact Loading. A. Mix proprietary products in accordance with Manufacturer's instructions. B. Colors: Provide color of exposed joint sealants to comply with the following: 1. Provide selections made by Architect from manufacturer's full range of standard colors for products of type indicated. 1. ASTM E2485 Standard Test Method for Freeze/Thaw Resistance of Exterior Insulation and Finish Systems (EIFS) and Water 1.1 DESCRIPTION Resistive Barrier Coatings 3.4 APPLICATION 77 aterials p B. Basecoat K. ASTM G155 Accelerated Weathering for Exposure of Nonmetallic Materials. A. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing elastomeric sealants that comply with and refers to the point materials specified including primers, undercoats, sealers, fillers, stains and the finish coats of paint 2.2 ELASTOMERIC JOINT SEALANTS A. Provide painting work specified herein and when shown on the drawings. The word point means to apply paint m* J. ASTM E2486 Standard Test Method for Impact Resistance of Class PB and PI Exterior Insulation and Finish Systems (EIFS) A. General: Installation shall conform-to this s ecification and Parex"written instructions and drawing details. 7777 ASTM C 920, including those requirements referencing ASTM C 920 classifications for Type, Grade, Class, and Uses. material. 1. If leveling is required, apply any Basecoat. Basecoat may be applied up to 3/8' (9.5 mm) and 121 Dry up to 1/2 in. (13 1.3 ASSEMBLY DESCRIPTION mm) thick in a single pass when used as a leveler. B. Products: Subject to compliance with requirements, provide one of the products B. Shop priming and primer touch-up of miscellaneous steel items is specified in other sections. A. An exterior coating system consisting of Basecoat with embedded Reinforcing Fabric Mesh, Primer (Optional), & Finish Co t. 2. Apply Basecoat and fully embed mesh if applicable in Basecoat. specified. C. Where items and surfaces are not specifically identified but are not specifically excluded from the painting work, paint the a same as specified for adjacent similar surfaces and items. C. Bond supplemental EPS shapes as indicated on the drawings. Bond shapes to EPS or to dry reinforced Basecoat using Orly 2.3 SOLVEN T-RELEASE-CURING JOINT SEALANTS D. Colors will be selected by Architect. 1.4 SUBMITTALS Basecoat & Adhesive as an adhesive. Allow 24 hours to dry. Refer to Standard System Specification for materials and stallation of Busecoat and in A. Acrylic Sealant: Manufacturer's standard one-part, non-sag, solvent-release curing acrylic terpolymer sealant complying E. Coordinate painting with all other sections for surfaces and items specified to be shop primed and for items to be factory A. General: Submit Samples, Evaluation Reports and manufacturer's product data sheets in accordance with Division 1 General Mesh over EPS shapes. with AAMA 808.3 or FS TT-S-00230 or both, with capability when tested for adhesion and cohesion under maximum cyclic and shop finished. mittal Section. 0. N REVISION/ISSUE DATE D. Apply primer to Basecoat after drying. Primer may be omitted if it is not required by the movement per ASTM C 719, to withstand the following percentage change in joint width existing at time of application and 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. remain adhered to joint substrates indicated for this project without failing cohesively accurately represent each color and texture used on project. Prepare each sample using same tools and techniques for actual 1.2 SURFACES NOT TO BE PAINTED E. Fi ish Coat: Apply finish coat to match specified finish type, texture, and color. Do not apply finish coat to surfaces to project application. Maintain and make available, at job site, approved samples. 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 sectigns to be factory or shop primed. receive sealant. Keep finish out of sealant joint gaps. C. Manufacturer's Warranty Submit sample copies of Manufacturer's Warranty indicating Single Source Responsibility for stucco B. Butyl Sealant: Manufacturer's standard one-part, non-sag, B. Surfaces and items specified in other sections to be factory- or.shop-finished..- assembly materials. S 3.5 CLEAN-UP sol ven t-release-curing, polymerized butyl sealant complying with ASTM C 1085 and formulated with minimum of 75 percent C. Galvanized steel surfaces that will be concealed in completed work. olids to be non-staining, paintable, and have a tack-free time of 24 hours or less. A. Removal: Remove and legally dispose of Architectural Coatings and Finishes for Portland cement stucco component debris C. Pigmented Narrow Joint Sealant: Manufacturer's standard, solvent-release-curing, pigmented synthetic rubber sealant 1.5 QUALITY ASSURANCE 1.4 QUALITY ASSURANCE material from job site. A. Qualifications: complying with AAMA 803.3 and formulated for sealing joints 3/16 inch or smaller in width. A. Applicator Qualifications: Applicator shall have completed painting system applications similar in material and extent to B. Clean EIFS surfaces and work area of foreign materials resulting from EIFS operations. 1. Manufacturer: Shall have marketed stucco assemblies in United States for at least ten years and shall have completed D. Available Products: Subject to compliance with requirements, provide one of the following: that indicated for this project with a record of successful in-service performance� projects of same general scope and complexity. 1. Acrylic Sealant: a. "60+Unicrylic," Pecora Corp. minimum of five years experience in work similar to that required by this section. - CIFICATIONS B. Source Limitations: Obtain block fillers, primers, and undercoat materials for e6ch coating system from the some 2. Applicator: Shall be experienced and competent in installation of stucco materials, and shall provide evidence of a 3.6 PROTECTION manufacturer as the. finish coats. A. Provide protection of installed materials from water infiltration into or behind them. S P b. "PTI 738," Protective Treatments, Inc. 3. Products manufactured under ISO 9001:2000 Quality System. B. Provide protection of installed stucco from dust; dirt, precipitation, and freezing during installation. c. *PI 767," Protective Treatments, Inc.t1.5 DELIVERY, STORAGE AND HANDLING B. Architectural Coatings and Finishes for Portland Cement Stucco Functional Criteria: C. Provide protection of installed finish from dust, dirt, precipitation, freezing and continuous high humidity until fully cured d. "Mono," Tremco, Inc. and dry. A. Deliver all materials to the project site in manufacturer's 1. General: 2. Butyl Sealant: Driginal, unopened pa ckages and containers bearing a. Inclined surfaces shall follo D. Clean exposed surfaces using materials and methods recommended by the manufacturer of manufacturer's name and label. w the guidelines listed below: a `BC the material or product being cleaned. Remove and replace work that cannot be cleaned to the satisfaction of the . -158," Pecora Corp. (1) Minimum slope: 6 in (152 mm) of vertical rise in 12 in (305 mm) of horizontal run. b. *PTI 757," Protective Treatments, Inc. ct/Owner. Archite (2) For sloped surfaces, run of slope shall be a maximum of 12 in (305 mm). 1.6 JOB CONDITIONS "Sonneborn Multi-Purpose Sealant,* Sonneborn Building Products A. Paint Application: (3) Usage not meeting above criteria shall be approved by Manufacturer prior to installation. c. Div., ChennRex, Inc. b. Flashing: Flashing shall be continuous and watertight. Flashing shall be designed and installed to prevent water infiltration 1. Apply water-based paints only when temperature of surfaces to be pointed is between 50 and 90f. d. "Tremco Butyl Sealant," Tremco, Inc. behind the Architectural Coatings and Finishes for 2. Apply solvent-thinned paints only when the temperature of surfaces to be painted is between 45 and 95F. 3. Pigmented Narrow Joint Sealant: Portland Cement Stucco. Refer to Division 7 Flashing section for specified flashing materials. B. Do not apply point in rain, fog, or mist; or when the relative humidity exceed's;E'percent; or at temperatures less than d. Building code conformance: The construction shall be acceptable for use under the building code in force in the Jurisdiction a. "PTI 200,* Protective Treatments, Inc. 5F above the dew point; or to damp or wet surfaces. c. Expansion joints: Continuous expansion joints shall be installed per contract documents C. Point Coordination: Review other sections in which primer points are specified to ensure chemical compatibility with finish of the project. 2.4 LATEX JOINT SEALANT rnish finish products which are compatible with primer products, or apply barrier coats over incompatible 2. Performance Requirements: Shall meet the testing requirements of the Product Performance Sheet. A. General: Provide manufacturer's standard one-part, non-sag, mildew-resistant, paintable latex sealant of formulation primers or remove and reprime. tindicated that is recommended for exposed applications or 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. 8. Acrylic-Emulsion' Sealant: Provide product complying with ASTM C 834 that accommodates joint movement of not more 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. PERMIT DOCUMENTS than 5 percent in both extension and comprehension for a total of 10 percent. ja of clean drop cloths or similar coverings. Protect the work of other trades from damage. Post signs on B. Storage: Store assembly materials in a dry location, out of direct sunlight, off the ground, and protected from moisture. freshly painted surfaces immediately following their completion, C. Silicone Emulsion Sealant: Provide product complying with ASTM C 834, and, except for weight loss measured per ASTM C 1.7 PROJECT SITE CONDITIONS 792, with ASTM C 920 that accommodates joint movement of not more than 25 percent in both extension and compression for a total of 50 percent. A. Substrate Temperature: Do not apply stucco assembly materials to substrates whose temperature are below 407 (4C) or 00130815c AS SHOWN 11-04-13 PART 2 - PRODUCTS D. Products: Subject to compliance with requirements, provide one of the following: contain frost or ice. PROJ. NO. DWN BY SCALE DATE 1. Acrylic-Emulsion Sealant: B. Inclement Weather: Do not apply stucco assembly materials during inclement weather, unless appropriate protection is "AC employed. a. -20% Pecora Corp. A. Paint systems, primers, sealer, fillers and finish point shall be by one manufacturer for each type surface. Products shall cation. b. "Sonoloc", Sonneborn Building Products Division, ChemRex, Inc. be factory ready mixed for immediate application without thinning or other modifi ure: Avoid, when possible, installation of the stucco assembly materials in direct sunlight. c. *Tremco Acrylic Latex 824, "Tremco", Inc. Application of finishes in direct sunlight in hot weather may adversely affect aesthetics. 2. Silicone-Emulsion Sealant: D. Do not apply stucco Basecoats or finishes if ambient temperature falls below 40'F (4`C) within 24 hours of application. a. "Trade Mate Pointable Glazing Sealant", Dow Corning Corp. Protect stucco materials from uneven and excessive evaporation during dry weather and strong blasts of dry air. G- 00/4 Z E. Prior to installation, the substrate shall be inspected for surface contamination, or other conditions that may adversely th ou OJ 225 91 6 taffect the performance of the stucco assembly materials, and shall be free of residual moisture. ............................. VO n le V X, Lia n d ' 1 BEFORE BEGINNING ANY..... i J 1 V \J J 0 ;14 < Cocriere t M A 11� f_ lit 4 4 4 Un ' 3000 M . ........ B U Ii I Existing Curb Remove t Kemove Existing Light Poile CLIENT Replace Pavers Per Original (Disconnect C Electrical) Remove Existing Roof Line Above Fleet Landing + Walkway & Ram o 16,6 1 Fleet n P Landing Blvd 'At W lantic Beach, FL 32233 Fdotet,Belo N\ Remove ARCHITECT Existing Ligustrum VIA Concepts, LLC 1807 Third Street North s� aw ICU Jackso Concret:6 Pavers nville Beach, FL 32250 M26001354 See-ve "his Sheet STRUCTURAL 6" Header Curb atib o Match Oriq �1 (All Grade Ve )See§yrv6y� 4-'a -ing Flush Header Latitude 30 Engineeir -B Second Street South 1510 Jacksonville Beach, FL 32250 PE No. 58773 Certificate of Authorization No. 26691 < ELECTRICAL David nter & Associates, Inc. Geometry & Grad Per Original ................. L Concri idewalk & Ramp Inc. -Limits Nevi Pofte C66here, Flush For Temp Sii 1229 Sumter Square Drive West a x 12,1 .................... ........... Slope Jacksonville, FL 32218 For Tem p Walk PE No. 53375 Certificate of Authorization No. 9882 Li V � mit Demolitiory.." 4 ovementAreg saw Cut Impr .......... ............ N Provide Edge Restrai i Fo Existing avers to Remain! I K\ LO . ....Construct Temporary Sidewa ' be, tok' emoved at Completion <\ \R6rnove & Store ........ Existin� ��vei s < < ......... LANDSCAPE Relocate Br*-an Burke, L.A. < 1015 Atlantic Blvd < it ----------- --- ......-- ---- ........... .. ......... Atlantic Beach, FL 32233 ............... License No. LA0001260 DEMOLITION PLAN HARDSCAPE PLAN Scale: 1/8"=1 Scale: 1/8 I Y Nil XPRO NATIVE PLI Fi#11 or Better I Min J.min 2'�OA Each,'14'HT GENERAL NOTES: lip Z'A 2',4'Qx, PREMOLDED EXP.MAT-L ................................................ A W/POLYURETHANE JOINT Branca Reoei ................ V All phases of site work for this project shall meet or exceed City of Atlantic Beach site work 1/2* SEALANT 2- SR R < 1/4' specifications. 6 2. The general contractor will be held solely responsible for and shall take all precautions necessary to .1 -6 10-10 E.W.W.M avoid property damage to adjacent properties during the construction phases of this project. TOOLED JOINT HICKENED 3000 PSI MIN. 3. All work shall be performed in a safe manner. All safety rules and guidelines of OSHA shall be followed. The EXPANSION JT. CONC.WALK W/BROOM FINISH EDGE Contractor shall be solely responsible for any injuries of his employees, and any damage to private property or AND PATTERN PER ri ourse of this project All costs associated with complying with OW regulations and the Florida 4"CONIC MAX 6" ............ Trench Safety Act must be included in the Contractors bid. AS SHOWN ON DRAWINGS N K 4 3 8" FINISH PER PLANS ALT PAVING 4. All improvements shown are to be warranted by the Contractor to the Developer for a period of one year from date 1/4" R. of acceptance by the Owner. If the work is in the County Right-Of-Way or easement, the Contractoes one year ................ warranty shall extend to City of Atlantic Beach. F-J 11---4 0 COMPACTED- it5. Warranty Disclaimer -GRADE SUB d in these plans are in accordance with established practices of landscape architecture - . . -. .-,. 18-MIGH for the design functions. Neither the landscape architect nor its personnel can or do warrant these designs SCORED JTS. THIC80111113S rAZOMMEMM III construction on a contemporary basis at the site. i0i SPACING or plans as constructed except in the specific cases where the engineer inspects and controls the physical t General Conic. Walkway Notes 3.5 Do not scale these drawings. Use dimensions only. It is the Contractor's 6 1.SPACING OF ALL JOINTS TO BE AS SHOWN ON PLANS AND/OR SPECIFICATIONS responsibility to veriffy that the entry feature dimensions shown on the engineering plan agrees with the dimensions 65.0 1 2 1OVER S.0 2. EXPANSION JOINTS REQUIRED WHERE ABUTTING 155 -RIA 23 shown on the landscape architectural plans. If any dimensions do not agree, the landscape architect, engineer and owner shall be IV notified and the dimensions adjusted prior to commencing with construction. ALL STRUCTURES,BACK OF CURBS AND WITHIN cum 31 ALL 00141 WALKS AT 31 MAX SNALL HAVE SAWCVF J11I EXPANI J011103 0 40 O.C.MAX. I di rt� lines, leyl desWX' tIVII, VAisti 119 Utilities, site 3. LAYOUT OF JOINTING IS AN INTEGRAL DESIGN CONTROL JOINTS SHALL BE CUT 4-12 HOURS AFTER 7. Topographic boundary sury POUR MAX topogr h with i L n existing structure locations was spot elev2;n,,c,ut. ndopgelp YSIC131 Teo UreS 0 ELEMENT AND SHALL BE LAYED PER OT�y Durden Surveyors PLANIDIMENSIONS AS SHOWN 2-SR providre - B. Burke & Associates Inc. will not be held responsible NO. REVISION/ISSU for the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. SIDEWALK DETAILS I NOTES (A 8. The existing utility facilities and locations shown on the drawings are taken from readily available information. The actual locations of the utility facilities may vary somewhat from the locations shown and there may be utility JACK50NVILLE 0 CITY OF The site utility contractor shall contact facilities existing that are not shown or indicated on the drawings. 5TANDARD HEADEK CURB Nall ag ies with utility facilities in the vicinity of the work and shall locate all underground facilities before enc beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work. 4'iI x 8 CONC.PAVERS MODULAP,CONC. PAVER5 in conformance with the contract documents and specifications and relocate if required at no cost to the owner. M TER ALL CORNERS HAND TIGHT JOINT5, ON 9. Contractor shall verify and protect all existing trees and natural vegetation that are to remain undisturbed. D IS CA ' E LAW AREA PAVDAW I CLAY 5CPfENING5 The areas indicated for construction shall be cleared and grubbed to remove all roots and miscellaneous SOL AM I LAYM HEADER CURB LEVELING 13ED vegetation except specific trees that shall be protected from damage during construction with the use of TOPM tree barriers. Trees to be preserved are flogged, contractor shall verify before the start of construction. N 1H �4+SE &A & III NNIING COURSE SPACING .......................... RSE M-0 Or MW 10. i Contractor shall verify existing elevations at connection points prior to construction and notify ....................... .......... ..... EX15TING COMPACTED LIME5TONE : < Landscape architect of any discrepancies. A OEM VARES CUL11VAIM SCIL FLAW 11. See geotechnical report for site preparation requirements. 0 PER wEcFr ING COMPACTED ;ATVaN .............. J"M SCL 5Uf3-GPADE UNMSI NM' U_J OF 12. Contractor shall furnish shop drowings, as requested in these plans, TMCN EDGM PSI IM SMAYSITIM to landscape architect indicating materials and manner of installation -------- ------- SECTION A UTH TOP Or PAMMINIT for all components of the project prior to purchase of materials and construction. LA N MASSED SHRUB/GRNDCVR PLANTING DETAIL SOD DETAIL 1Q SCI'CONC.Pi 5EAL GAP ........... ....................... 1. All plants must be healthy, vigorous material. free of pests and disease. FLU5H HEADEP,CUP\15 Contractor to coordinate all work with other utility installations not covered in these plans (Electric, Telephone, Gas, 13. UL 5ECTION:F3 < Cable, Etc) and allow for their operations and construction to be performed. < 2. All trees and shrubs shall be grade *Florlda Fancy. ........................ MODU KCONC. PAVER5 .......... ------------- 3. All plants must be balled and burlapped as Indicated In the plant list. F I HAND TIGHT JOINT5, ON 114.i Grading contractor shall take all available precautions to control dust. Contractor shall control dust by sprinkling, or by I n Vd3 � a tuTr�heticIlemj3terial lhall qnr mo El SI IS IS VMr w Irunr ........... pr or to nal in pec�por pu I away rom other methods as directed by engineer and/or owner's representative at no additional cost to the owner. < ........... .......... 4. All plants shall be triangular spaced. I CLAY 5CREENING5 5. All plants and plantin areas must be completely mulched as specified with four (4) Inches of LEVELING DED 15. Cut and fill slopes are not to exceed 4:1 unless otherwise noted. pine straw. A mulch ring for all newly planted Tiiees shall be provided at least five (5) feet in diameter and not closer than six (6) Inches from the tree trunk. 6. Th lonlrope rt rep*rnc I %:c[,r...... .1rIJ?n%.1JIlieqyanf:ItIes al�ow on,these plan., before 16. AJI underground utilities shall be installed prior to preparation of subgrade for pavement. IS crp FtArdi' P PrFO&o Ing 8 any I es.. ............... ............ 7. P I onstru1tIon,IJh3.I,ri pi t.or rest onsible �r loc�lng all yndzoround EX15TING COMP 17. My unsuitable material encountered and excess suitable fill material shall be removed from the site. ACTED LIME5TONE e cS urse of a Ine on a ope sha avo mag a h wo to I 1 1,19 ut] es is d.r ng contractor Is responsible for repairing any and all damage to utilities, structures, site appurtenances, The contractor shall be responsible for the removal of all unsuitable material and replacement with ENTS SIDEWALK etc., which occurs as a result of the landscape construction. fX15TING COMPACTED structural fill. See geotechnical report. EX15TING A5PHALT PAVINS Trees shall not be planted closer than 7.5' from the centerline of underground utilities. 5Uf3-GPADE SECTION B 8. All plants shall be guar.an teed for 90 days from final Inspection and cd1Sptcnce. All trees shall 18. A qualified soils laboratory shall be on site during excavating to determine the suitability of the existing d be guaranteed and a ltional 80 days. ing on-site material prior to beginning any filling operation. NOTE5: onyon so cons IS, minimum quo I y requirement or plant aterla. *American StonV,?rd for Nursert �tock* regreSi guideline specifications 9. Stvndorgs gail fortht,ln UfEF TO PLANS FOP PAVING PATTERNS ut BB AS SHOWN 11-04-13 19- Contractor shall repair or replace in-kind any damage that occurs as result of his work. PAVERS SHALL 13E 4"x 5'x 2 3/8' 1 G"5Q 5HELL5TONF CONCRETE PAVERS, 10. The planting shall be done In accordance with acceptable horticultural practices. This Is to COLOK TO BE SELECTED.AS MANUffACTURfD BY TREMPON(81355-5900 ............ PROJ, NO. DWN BY SCALE DATE, includ proper plan tinrgtl Inn 1xing, planted and tree pit preparation, pruri staking or cluying, 20. All soils test reports to be submitted to Project Monager. I ING COMPAC n 51JE-GRADE 11. Plant soil mixture: Add sufficient peat or recycled compost and builds rs sand to natural, fertile, friable topsoil NOTE: Provide,Alternative Price for 4"Conii Underlay wropp g, spraying, fe lization, planting and adequate maintenance I acceptance by the owner. C. PAVER DETAIL 21. All debris resulting from all activities shall be disposed of off-site by the Contractor. rB Ical of the locality to achieve a 1:3 organic mixi. Soil in Tree Islands shall have at least 12 of suitable Oil LS-1 NITS iowr tree plantings, and be void of any construction debris or unsuitable materials. 22. All site improvements shall be layout for approval before constructing. ............................. ............ .......... L S LANDSCAPE PLAN LANDSCAPE NOTES & DETAILS NOTES D ETAI LS Scale: 1/8"=l ' L L L=0 7 I ! i , I � � i � � I I : : �,�, I � � I I . i t I . 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I I i , i i , I � � 1, -�- I.., "I 1, License No. LA0001260 I I :� I I 1. , I I p I I I . � , ..I I , ') - � I I I � I � I r � i I � I I : , I :� li I � � ; . - . 11 I I � I � I :1 I � I I 11 I a � l, � . : I I I - . I I I �I , 1 : I "', ,. I � - ; I t 1\ 11 I __1 . � I ill i:,� I I I , � � � I �!� i-� I i 1. REPAIR OR REPLACE ANY CONCRETE CURB, SIDEWALK, � . I I I I � : � I I ji� I i ,''I �� 4- i� I � .1 � I - I - I 1 i i � i i : ,I, il� I I I i � f I I I 11 I .11 � I � I I � i ii 11 , j i f I I I I I I � � 11 . .:..::" "I'll'', , , � I �1: i lit, I I � ,i . ,,�":, " i � zl[ I � I i 1; ��i � .1, ! I I 1 , I .. , I I ;l;�� I I I , DRIVER ASPHALT PARKING, LANDSCAPING, STRIPING, I I 11 '' Ill, . 11 I � I 1 g , i � I I - .... �� I t � . '� ti I I � z I I I: � � I I I I 1, ,I I I . I I . . I I �i I : � i � I ]i I I "I , I I'll, .1 .....,�� ,, �,�; , , I �I : J I I I . I'll , -,""I',""I'll'I",",.",,",...,..,.,.,",I '.,1. .1 .... 1. � I ; , I ,.�- Z ! I � 1:91 ,11",I � � � ,I , I . 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I i : I i I , 11 I i ,__',',,',,,.,_ ,.,'......'...,._.,.,I.. � I I ' r � I � F � I I I 11 I I . I I,'I,I ", , ",,,,.,.......... ".11111.1- . .� i ,:: � I r I 1, 1, . .......111.1.11,........ I. I I I I I � t � , t 1 , I i � t � � I I I—,',",",","""',"',"'I"..".",',,"".",,..._..., �. I I I I I "I I "I'll,1"...,1.11.1,....,..,I.,...-...1..1.1.. I I I , I . .1 I—— , I � � I , 11 _ " ....1.11,1-1-11. .. . .� I � : t 1 _� 5 I i I - I I 11,1.11 11 '..",I- 11 I'll, .1 I I .� � I I I.. I' ll , 11 I I . � I i �, � : i I � �I 1 1 - 1 f � ! I I I 1, ' 'I'll 1 .". _ I' ll I � , ,, I 1.11 t I � i i i : 1 4. STAGING AND HASING PROVISIONS FOR CONTRACT-OR . I I I, , �li,�,i_,__, ., , I It � I ; � : i �� i I'�' , ___75 ,'"',", I I'll I .::,:,::,:: ,:. "I 'll" I ''I I I I �t � I 1 I' ll 11 �"",',,"""""",'I'll"",. . - I I ,I . I t , , I t . � t : I I'll I I'll I _:,::::::.::�::�:,.", � �,.,,, ,�, I I I I I i :� i i . I I � OPERATIONS: E CONTRACTOR SHALL PREPARE A WRITTEN _� I �, I I , � � I i � ; I � � I 1 1 1. I I I 1: � l I � 1 I j 1 . �__ � ''I''...." -- -l- 11 . , , I i I �� , 'i , I I i� � , I � "'\� � I I-, I'll....-, I, I;I I I t I :, i 1 ; � I I I � , I I - I Z�___ , I � � � I I I'll "I"...". 11 I . I I I I I I .1. I � 11.1 ., � � I . I . I ; I : � I Z i � I . , 11, �� .:::::"��.. I �: � i I � 11: � — � I . .1. 1 .11 1. I I I I :� � i � � i: � � I I I-, I I r I I I I 1 9 j!I I 1 9 1 9 : I � I I �91 999 �4,j:j : 9 L 9 4 9�9 9 9 9 9 9 1 1 1 1. 1 9 99 9 9 1 , I I I I I . PLAN FOR THIS STAGING AND PHASING PROCEDURES IN i �I I 1 9 9 1 1 9 9 9 I, � I I I � : I I L I I i f I �I I ; 1! L 9 1 -9 9 99 .. ..1.11.1.11,19, ,9 , , I. 9 99 9 1 1 I'll, , , ,9, � ,r I : I i i � I l 1 :� . : L I 11 I , , 9 9 1 9 9 � : : , � � I I 1 9 919999 99 9 .,�, . ir i : I I � I i 11 9 9 9 9 9 9 9 �9 9 99L", , � I I "I 9 9 9 9 1 9 9 9 9 1 9 9 9 9 9 1 1 1 ' L I i - 19 9999 9 9 9 99. . I I t I : I I I: 4 1 9 9 9 999 99999 99 1 � I � � I I i � : I , I I I : I � I i I .......111<�� , t , .9 9 9 9 9 ,9 9 99 9 i ,� i k i I : : . � � CONFORMANCE WITH THE CONTRACT DRAWINGS FOR ALL I ,�� I i 4 :I I I 1 I . I; i I � I . . _�� . L ,I It I I I I , I I : : t� :I I I 1: . - I I I I . L I I � , � � i I 1, � i I I � L I i I I I � �, I � it l�, REQUIREMENTS PRESENTED ARE THE MINIMUM __� . i I � 11 � . ; , � : I i I I I L L I � �:� I � "' I t I I � ; I I I I : �: I � ,,I i 9 � I � REQUIREMENTS. THE CONTRACTOR IS EXPECTED TO , I I :1 i I I I : , I I � I 1 1 : i � I I I . l I � I I I � j i!,i i i ! I i i � I ,I � I � - I i , , , IL � it L ' �i, :! i � i I I . i I I �I I I I . I i Z i � I , , I 1 i I PROVIDE ADDED DETAILING AS APPROPRIATE TO FULLY I I � �i 11 I �� 1 11 � �; ! i� i i� L � I 1 1 I ,1 1 .. 9 1 1 1 L 9'" ' L l i I�I I I I I �i 9 I l ,L I l �it I i 9� 91 � ,� I 1 19! 9 �: �� i ,I� i ! :1 l I kL : I� i : I � ;i : Li � - � I ,� i !: � ;, � � , I INFORM THE PROJECT MANAGER AND THE OWNER OF . � . �� , I� I t I Z I 9. � tT : �I 7 . t. .� . I � I I l I I , I I � I �I. � �I L I I I: I : I 1 I I I I � �, L . . r I � I I I L L t � l i: I ; i i� �, � ,� I� i :[: � " ,:: , � ; , I� ip l 1 � : : HIS/HER � ,I It � I I ! I � � I t I k�, ! I:, :,I i � I I i i I I � ii � I 1 1 i I I I I I , � � I Z I ; i t ; I I I I I k : , I; 1, :� L'' I i i t �i i �� : : I I I � , i, �! � � I I r i:' : � I � L � � I, r 1: I 1 � I I I I I ET RATI I I , i � �; 1, l i I I� I :i I � I I�: ��I I . I . L I : � I I l � I it: I 1 4 � I I i � I . � I t I ; I � i i SED WORK. . - I NO. I REVISION/ISSUE DATE ,I I ,I 1: I I � q I � :1 , :; f t I� : , : : L ; I I I i � - : , : � :1 I k I I �L . I L t I ' 9 . . I , L 1� I I I i: I I I i I i I� . I i i i , : I �L : � : : I I � I I I I I I I I I f i I I i I �, : I j I I I�I � Z I — I � I t I � 1 r t; � 11 I � i i t : I I i I I � I i I i � , I :I : : i �1 i I I I : I I I I L I! I 1 9 1 1 � I , I I 1 i I I I I w � I I 1 : , ; �i� i : I ,�' I : i I� � j � I i : L I Ir I: THE OWNER RESERVES THE RIGHT TO MAKE CHANGES TO i I � , t I I t � I I i 9 1 1 1 : : r I i i I : I ; I 1� 11 �I ,, : : I :� ! i, ,� � , L 1 9 1 , I I ; �I : I r , I I ;: i 'L I I � : ! �I THIS PLAN TO FACILITATE CHANGES TO FACILITY I I I I I L � �L: L I � � � : I ; t I I I I i i I � � l I :� : : i I I I I I j i I I I , : I I !I I �, � � L: I , I I I I I I I I L' i : : : i I OPERATIONS WHICH ARE IN THE BEST INTEREST OF FLEET REMOVE D(ISTING LIGHT 1 1 1 i ! ;i � I I � I ,I I i : I I '' t 1 r ': ! I i �I I I ! � � : : ''i i t ! I i I : : I I � : I I L I I : I I I LANDING. I . , 11 � , r I I . I Z �� ! I � � ! I I I � i i !_ I I I I POLE & CAP POWER I ! I I � I, I � :! I i, 11 i ,�� ; I I I I ,I i. 9 L T L � L: : i I x I I :: I L � � :i I L I' I f L j L I i 9�1 � i ! I i I I ,. � L I� � � : 1 I I� �i�I I t, 1 : � t,,, I�� , I : 9 1 �,, 1 , � 9 1 9 * SOURCE. COORDINATE WITH I I LL i, i , i t L : 1; : I -1 :,� I L�I I t i � I I ! ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE : I ii , ! 'I. ;:, 'I , L� � I L ��I 1 1 1 �f : � , I . i I I l' I I I I i , 11 il �; ; D 1!�i � i I ; !I , [ I I AND STAGING AREA SITE SHALL BE BORNE BY THE . , . I I � � I L I �: , :: i I i I I � I � I� 1, I :i i L ,� 9 1 �. � ; I i L t :, I : I I ! r. I I � �� 1 i I� � , I �: I"9 I L : :;, I ,! I ''L I � t 1; L L I , I I i I L I 11 :�� 1, ! � ; , I it I i , I CONTRACTOR. THIS INCLUDES, BUT IS NOT LIMITED TO, 1 9 ir I : r I I I i I I til FOR FUTURE USE. I : I . 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I L I� 19 1 L� � �-- l' j :I: I I i i : L I I I I I ,. L._',% , � I ,, I I � I I I I L l , I I�: : � i I — — ---— , I I " , ,'I , , 1 I �I I I " I . , I I� !1 1 I 1 I il i I �;,� I � I ,�I ,, i- : � 9 i, I � �� '. 1 9 9 9 1 i : � j : . �,,, i I �: i, i I ��i� ,t �1,, I i i : . � I _"—, I �: l !: t I I : I �� , .L ) I I I I I� ;'1 1' � ,!:� � � � 1 !�[�� , 1.I� � - I i L I I I j I I � i �,t i I, , , I I i i I, : L I I � I tj� 1�;,!� I I, i , [L 51 t !I . . I I �; . 9 ? . I I �1. � �, �I I ��t,� 1 z � 1�i L f � :: I i 'I it : I I I — 1�1 -i,t t � , I i r' I �,t ,,1 I i I ji�,j!I ",I�- � I i i : I I I I ,.1 i I j t I I '1� ,� I I I ,I i � ; I, I, � ,;:I i : . , � , i i I I 11 I 1 i I � I ,I;,1 i t L 1 1 ,�1 I 1 �,' ;[ -ii � .. L . � I i ; I I 1 � I ; i, i � :� i i�' �1 ,L��I' I : I I! L, 1 1; , I I , , !, , , L i I ! 1��!�t 1 I :, 1 � i I,1� 4 � I I I , , , i I I '� I I L �.I i I I l I � ,I 11 1 1 �! I , : I I L I I I , � 9 9 � I I I i ' 7 . L . . I I � i 1� 1 '' L t 1�; . � I � — ——— —:; L I-I�----L.—�' --' . .11 . �I L I � i i , ��Ii` : , i �!,I i l � ,�� 1: :�,� 1 i ,i L � � : i : I I I I I 1 ��L 7��']i z 11 �:,1 :1 � ; i i ! ,I ,I�I ,I :, 1 I i� I ,5 ,, ,I , �� : —L--'--—- -— ——_— — — 9 1 � g �, I � r � 1 1 I� I I — ———. . � L— I — L ' I . r __ . __ I—I— I — I �L——�-I I I —____ I —L'-- L L I—I.—- —�I � — ———— -___�.-— — L—k -- �—L i'--1 9 1 . — 9 9 - . — L I I L'L L . I L — I L I I I . Fleet Land 'iny Port — Clochere !.I , J , Building 3000 CONCRETE TILE SHINGLE NOTES: A A Concrete tile requires a roof deck that is sloped at a ratio of 2 1/2 units CLIENT of ll over 12 units of horizontal movement, or 2.5:12. Slopes from this up to 4:12 require double underlayment or lining for maximum moisture Fleet Landing protection (a self—sticking bituminous membrane). Such underlayment must —inch strip fastened sufficiently at the eave and continue start with a 19 I Fleet Landing Blvd with 36—inch— wide stil overlapped at 19—inch intervals. In addition, Atlantic Beach, FL 32233 many tile manufacturers require that files on a low—slope roof be installed using a method that minimizes the number of fasteners that penetrate the ARCHITECT the concrete tile in a shingle—style overlapping fashion starting at the membrane, contractor shall refer to manufacturer's recommendations. Only F one layer of underlayment is needed for slope of 4:12 or greater, applied eaves and lapping every 2 inches. In areas with high winds, underlayment requires corrosion—resistant fasteners applied according to manufacturer's -VIA Concepts, LLIC instructions. - Street North 1807 Third FACE OF EXISTING nville Beach, FL 32250 Fasteners for concrete tile must be corrosion resistant and measure over Jackso F_ —1 F_ —1 BUILDING 11—gauge, with at least a 0.31—inch head. They must penetrate the roof M26001354 L —1 L _J 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 EXISTING CANOPY STRUCTURAL EXISTING CANOPY LIGHTS inches from either side of the hips, or from the ridges and edges of the ROOF BELOW BELOW eaves. Latitude 30 Engineering Where different roof surfaces join, flashing and countel lashing are —B Second Street South 1510 required to protect the roof deck from moisture penetration. If they are Jacksonville Beach, FL 32250 EXISTING ENTRY CANOPY made of metal, they must be at least 0.019 inch thick and corrosion ETR CEILING BELOW PE No. 58773 resistant. Flashing at valleys must extend at least 11 inches on either side 4. Certificate of Authorization No. 26691 of the center line and have an integrated splash diverter ift that is at least an inch high. ELECTRICAL 'B A� 'B A David Hunter & Associates, Inc. NEW LOCATION OF DOWNSPOUT 1229 Sumter Square Drive West A� _N , ac sonvi e, f l�y NEW METAL GUTTER & PE No. 53375 i:� J DOWNSPOUT SYSTEM, TYPICAL Certificate of Authorization No. 9882 COLOR & PROFILE TO BE ............. ...................................... .... ... ............ ....................... .... ......... ............... ............... .......... . ......... . . . . . ..... ..... ...... ............................... .............. ............... .............. /7 EXTERIOR TONGUE & 7://7 LIGHTING REFLECTED CEILING PLAN LEGE r ........ ... ..................... ...... ...... GROOVE CEILING ......... ......... ..... .... — — — — — --- — — — — — — — - - �7 ................... REMOVE EXISTING CANOPY ....... ... K A DOWNSPOUT AND RELOCATE TO ADJACENT SIDE OF .......... LLJ ............... ............. COLUMN AS SHOWN. TIE BACK EDGE OF EXISTING LANDSCAPE NEW PLYWOOD SOFFIT TO YARD DR AN (TYP.) INC CMO . ..................... ..... ... ....... & TRIM SYSTEM FOR EXTERIOR APPLICATION PROVIDE NEW GUTTER AT FRONT 1015 Atlantic Blvd 5 Atlantic :Bqqph, FL 32233 EDGE OF EXISTING CANOPY AND sq a., EXTERIOR WALL SCONCE EXISTING ................................... .......................................... ........................... ............ ....... ..... .......... .... ...... ... ..... . ..... ..... . ..... ..... CAN LIGHT ..... ..... ........................................ ........................... . ... ....... ...... ....... ...... NEW GUTTER SHALL MATCH ........... LIGHT VALANCE AT .......... ................................................ ................................ ......................... ................... PERIMETER, TYPICAL COLOR & PROFILE OF EXISTING ...... .... RECESSED LIGHT ..... .. .... ..... ..... ............. ............. ..... .................... ...... .... . ....... ..... .. . ............................................................................................................................................. ........ ..... .................. .............................. ............................................ . ....... EXISTING TO REMAIN ............................................................... .................. ETR ...... ....... ........ ... ....... ....... ...... ...... ................................................................................... ............. ........... ....................... ..................... ........................... .................................... CAN LIGHT, TYPICAL .......... ............................................................. .............. DIRECT INDIRECT ..................4, CLG HT- . ....... ........ .... . .................. ......................... ................................................. LIGHTING .............................................................................................................................................................. ....... ..... 4' FLUORESCENT . .................................................................. ..................................................... . ...... . ...... ........ ... ............... . ..... ...... .... ..... ..... ..... E MOUNTED . .................. SURFAC ............ .... ...... . ...... LIGHT FIXTURE ...................................... ..... ..... ...... ..... . . ................................................. ..............................................SWITCH ..... ...... .......................... ............... .. ........ . ....... . .. . ................... ... TYP. ................ PLYWOOD PANEL SEAMS, SUPPLY DIFFUSER — ............ ............ ............ .............. 5:12 SLOPE TO 5:12 SLOPE TO .... ..... MATCH EXISTING ..................................................................... SEE MECHANICAL ... .... ...... NEW TRIM AT EDGE OF ................................................... ... RETURN DIFFUSER ............................. RECESSED TRAY SEE MECHANICAL ......... ....... ...... ....... ..... ....... ....... ....... ...... ...... ...... .................... ...... ..... T ....................................................................................... ................................ ...... ..... ..... ..... ......................................... ..... ..... ........................... : ...... ...... ................ ........................................ ................ ................ EXTERIOR WALL WASHER ............................ ............................................................... ........................................... ................................................................. .............. ............................................ ....... ..... .......................... .............................................................. .............................. ...... ....... ..... .... ...... 0................ ...... ...... ...... ...... ...... ................ ....... ..... ......................... .............. NEW CONCRETE TILE SHINGLES; ...................................... ..................... ....... ...... ........ ........... ........................................ ........... COLOR TO MATCH EXISTING ....... ....... ...... ............. ADJACENT ENTRY CANOPY ROOF .... ...... �C) PROPOSED 0 ........... ......... R 0 0 F P L A N ....... .......PLYWOOD SOFFIT OVER ...... ....... ....... ....... ................ .............. ........... AMERICAN WOOD MOULDING ................... .......... .......... .................. 2'x2' ACCESS DOOR .... ...... .......... ........... ............ ........... ............. ................. ............... REFLECTED ..... ...... ...... ............... -L I N G P L A N C El ................ ................................ -77-777-7777 .................... 2 2 ............ ............................... L .......... ..................... ................ .............. ....... ..... ........... PHALT SHINGLES ON t CLG HT EYEBROW; COLOR TO BE P E M I T DOCUMENTS 13'-6" MIN. SELECTED BY OWNER. AMERICAN WOOD MOULDING DORMER (BY THE EYEBROW WM972 3/8x2x96 in. Wood Pine AS SHOWN 001308156 CMM —04-1 CONSTRUCTION COMPANY INC.) Mullion Moulding, Home Depot PROJ. NO. DWN BY S C NOM. 14'—l* WIDE x 2'—On HIGH OR SIMILAR ROOF PLAN 3 - 201 CEILING PLAN DETAIL 2 REFLECTED CEILING PLAN _J/ r A-201 SCALE: 3" l'—O" A-201 SCALE: 1/4" 1'-0" SCALE: 1/4" 1'-0" I I I I I I I I ); ,_ -,-V---- � �.- � ! I ) I I i I :: 1 �, � . I � .I � � I 11 ' ; : . I I I � I I i t I � , � , I i :I i 1— I I I I ! t i l j � i I _1 I 11 � 1, 11- I I I � , : � I , � � 1 � � I I I I ��l I� I , ; : I I I . .. . 'I. I" I I ,t I I I �1 ; ,t I ,i ! it 1 . N- I I . � . . , � i I ! i � � I I I " I I . . I i .` I �I 1 � I �I I . I I I I i � i I� 4 1 1 "I 1 ! I I . � , , I , j i I I � i I : � 1 Ij � : t � I � I I , , , ,:1 , � 11 � ! I I �� 1 ; ! I , . �, � I � "�, I 'I I �: I , I "i i i , I I . � � I I � � I : : t I � , I � I I — . � i I 11 . ;1 � I I 1 ! i � i ., . � . - . . � I I I I I� I I � . I I I I I ! � ! t t� I i i i ! ,� i I I I � .1 I I I I t� :� ,:� I I I I t 11 I i I I , I - I I . 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I 1: I � DEEP CONCRETE -a/- I -� I I I I, I I � 1 : I, � I � , I: 1 , � I i Ill I , . � I I I I "L � 1 2 F , 1: 1� , � I � ' I I I �, I �1 I 1 1 � L I .� I , � i . I :; I I I, I I �i . . i I I i I I I . � I � z I : I I Latitude 30 Engineering I i I I 1: i I, 1! I I I 1�i . I I I � '' I � I I I i I � � - MAT FOUNDATION--,,,, ' I , I I I I t, I I . � 1 1 1 � � I I � I I �I I I i I I 1 I I I l �I � i� : I , L� I � I I I - I I I � � :I I � .1 I t I �i�, :1 � �,� I l , I i I I :I �i � ; � � If I I i I I I I I � (SEE KEYNOTE 4) . 11 I 1; � � f I ': I I I 1510-B Second Street South 11' :1 41 , I I c , I � I � �� I 1, 11 � ; : 4� 1 i �� i ! i, , � � I I I . � � . I , ,� i 11 � � I � I � � I � 5 i � I % Ij I ,,,, , L � � ,i, I I , 1,� ;I I ,; � ,:1 i � I I I I - -- ; ...] - N - � -- — --1 � I , I I I I I � I % I I, !� : ,�, ,� t I 1 4 ; ,!: �;,,! � I I I r- -- = = - -- - Jacksonville Beach, FL 32250 1 1 . �t � � ,; �,�: ! � I � �� . I , � ; � �1 I � I i � !; ,4 : it it, , ,I, � � I , i I! ': ": jI;l I It �: I � i , : I :1 I , r I 11 � � �� ; : . (O - I � I I i:�' ! J -�1, f;�� 'k� � � � i �� I '�� I -4 I I I I iq i � � ;! �� t I ,�l � ! i � I I PE No. �8773 � , I I I � I 1111��li �,, �t i� �, 1 �� :111,I 1�1 ll�� , I ; �, � �� I R ; . I � I � �I I ,,i-, ; �� I I 1 i I ; i � I 0 1 I j l 1; � I ,� I � I� � I ;� I I Certificate of Auth rization No. 26691 1 1 1 � li !,� i 0� , I " I , -L -- - 9 � 11 , � " GENERAL PLAN NOTES ' I � ij jLj;, lI, ; I � 11 t 111, i t � : 0"'I'l i, 11 :� � I I � I I I � � —� 1, I I I I l'I I , � , L' I I I - f�I: I t i I I I I!. , � (* 3 1 - - a -I % ", � � i : ,, I ,1 - I - ill'I � � i:� �, I � i � i, , 1, � ,,� ,1' I , i I I i � � :1, , .1 ool I, � . : I I i I I I I i,:� �;;!:: �`j � � f, �! P' !�� : ;I - t � Ill l I I 1, [ ! L � !�,il � , I --- ,V---�`-I I �: I� !I;i �� ,: : �'' i I I I i I 00 F I I I L, �� , ) ,i;�� i I, I " I i i � I I - I % I I ,� I 1� 1 i I - k�I � : It'l � � � THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS NOTED AND ILLUSTRATED ON THE - ED] E I I L = ,, I I .1�jl I I I 1� � �- i 111, 11 � � I I I I;� �- I . I r � . I � I I I �t, I i - jL ' I I' ' 1 I I ; ;, � � 1 , - I - - ---- - - — - 's c:) l � � �i � 1 I' ? L,�� i : ! :, I � 1, � , I � I I I i I I ':� I I � N -1 - — I- - - ---& - - I I I I I I I � ii � I : :I 1. �l : � . : , I I., I CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION AND CONSTRUCTION.ANY DEVIATIONS I —El — %I b El El I I t � I . - � I I 11: : �i ; I � I —I- - , , i� !I: � �i� 1 ! I, ,�: � 11 i . 1, � I ; A -� E[10 V ,, I: I I ! I I I I , '� �: ; 1 � � ! I i i 'N� [ - = 11- I I , I i�,I�;i", ,; i, i It I 'I I : li , �, �!I � � i 'i , ELECTRICAL I 1 . : I � , 4 i I I I DISCOVERED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER El D El El El El 1% 0 1 1 � I I � � I , I� �� . � � I di � I IT— I I I � I I� I ---- — ;,lil, I � �i �! I, ,! � I 1:� ;- — - - - Il I I , I ] L� ,'I � I I I � � � 1, I L I,: j f � 1, t f : i� I � I ;� ,� I I � ! FOR REVIEW. ll� , ' � ��:: ��:: � I ; I I .1 I � I I i , I ; ! - David Hunter & ,Associates, Inc. 1 I I ,I ii :,�� ; �:� � � I� � i� ,� � I�li" � I,� :, � ! 1 I I I �! I 1 7 ; ;; � I i I ------ I I :� I .�, I ii� I I . --i-� I I , I !,i,i ! , , � —.,-- � � I lf:i , I; I � 1; I 1, I '' ; f �� I . ,;If 111 1 . -W X 2'-O I , .,I I ! �� ,j �, I I: I ,, i � 9 I � � NEW 2' 1 I i'l - : � "I it 1:,�, , I' � . � ; L — J I - 1229 Sumter Square Drive West I � L 4 t � I � 1 4 I!:�1: , ;!, I� I �- .I . � � I THE CONTRACTOR SHALL PROTECT AND/OR RELOCATE ALL EXISTING UTILITIES, CONDUITS, K 3 1 1 ,,� " ��, : - I(� 1 :1�:f t � I I , I ,�,!�� , :1 I L — - , 11 � i I,'' I J�i I � L, I I 1:1, 11 � I I �, CMU COLUMN --j I 'L i � � I ,�,, I � , I. !��'�:;i :;, - I :If 't, -� 1 " � I I I li�'l i� ,� " I I I , -!I , : - �! I, �I : ,� �� 1, I � ,1, �le� . 'i I ,1 , � i 1 I I I-� � ��l:15 I 1 . I � .- (SEE KEYNOTE-1) �, I ,� 11 "I � lj��i . i, � I ,"', i , - B ELECTRICAL LINES,AND STORMWATER PIPES PRIOR TO EXCAVATION AND COMPACTION Jacksonville, FL 32218 I, , , "itll: '' .1, I I . ;-11,�� f �,� 11i. I !�, 4� � �'S, I ,j ,� ri ,I I -- . ,� I , I � 1, I � I I� ��, i I I , 1, 11 , , I Z . I i I 1:l �1' 7::,!6 � � , 1 , - I ��- I I - - ,i I i I � I 11 1 'I il �- I � � � L ,� � I ." dl, I � � 1 1 , I il� , , I I 1 i I � OPERATIONS. — — 1 1 , I i I I I I i I � I , � . 1 - I !� 1! � � 1 1 - !? j — — — — -i ----\� IRE No. 53375 � ji � � :i ; I I 1� �"i�;�� I I . .� i I 11 i - , I I I ,, I L i I i � !, - k I I:!�:�1: , � I[;,kA, ��i I I!I: ,IV i: �� I �, I, ---------- — — :::I S 1 Certificate of Authorization No. 9882 1 �1 ,.- � i� ,� , � ,� �11 I ,': I' 11 � I � �I � I I f i :�� , I :i � �I 1, :I ,�I:,i, � �� ;,'I� I I i, I� �I I��,,I, ,� , � 11 P , - - I ,� - 11 :� , I N t i � I : � � li I I T , � j ,� !;� �1 j j� � I , I � �I 1: 1 1--�� : � �: I I �, I I It L : I it , � � I I i �� , I I t I I "I , � � 'I, ; I " 1 1 �''I I � Z . .:! I . , i �it ! I I � �, 11 ;;�,I : , ,f , 1:H I 1: t � ill 1*I �;fl! iii . I �� 1� I .'' I'i��I :1 I, i'' 1 - , I , I , I , I I ,I,, 1 :1 i'j� 'I 11 � �;� I � , '' ':k! I t,! I ",I� I! :111,� ,:I I I I I J* 3'-6" -Ill 3' . I � ii I- I I " � 1 ill � , i - �j!!! I . �T I ; I . , I"!!11 I � I , FOUNDATIONS. THE CONTRACTOR SHALL CONTACT A GEOTECHNICAL ENGINEER IF SOIL - -� i I CONTRACTOR SHALL NOT DISTURB BEARING SOILS BELOW EXISTING BUILDING OR CANOPY : I I I l i I 1i� � __----- -113"' L\ �-EXISTING ENTRANCE � --� �, , I I I , ,� � �: I� �If i ;, � H : � 11 'i�"i I 1 .4 � � 1: 11 [i,w, , I� ; : � I , i ],: , ,I �i -- 1 i III li!�W� I 'L , - 1� Li ' �� Li �� ,I I I, i i��'! ;; � � I STABILIZATION IS NECESSARY OR IF UNSUITABLE BEARING SOILS ARE ENCOUNTERED DURING .- -�--CANOPY-COLUMN -4- 1 1 Ili I � ell I I I I .11 � � , ! ill 1� � ; L�,I;:i �: t C — 11� 1 � I :,I .1 , I � : �i �I . I 1. "1,i''I I I � ; � f I i I : � " �i - � I I I �� L I 7!LQ!� '- I I ,� I I I I Ii I I I , �ll; , I � I "! .., �, I I I f i I :11t, j 1 I 1. !, I � :1 �" I " i� I I � I , I �![ ��i� '11�1 �, �:: , f! � �� i, �: : I ,I � 1� I 4t 4 -- I 1�1 � � Ill", l�'� I; I I , I j 1 � � ? I i � 1, I 1� � ,� I I "I I" , AND FOOTING � I � I 11,; ,i I � 11 � I I ;l �, I : Z�0 . L I � � I � � 2 . I L I I I ; I I J I � � ��: I I I - I I ,,,I� I I I, I I I i,� � �1[ --- ------------ — - I I I I� I � I j i ,, 1 �I I � � � !,d I; , 1: � I , I I�; I I I . I i� I g : i I � �� i 1 1 , li 11 I � . I i - �i !� 1, . � �� . I I I : I I I I I I ilc � . , � I I � r i I � I : I � , ��., 1 1:� : I I , I !� COORDINATE LOCATIONS AND ELEVATIONS OF NEW PORTE-COCHERE CMU COLUMNS AND ---�--� ,� I � . � � i l,1; lilt � 1, I I 1 : FOOTING EXCAVATION. I L� I , , ,] 1 1 1 __---- - (SEE KEYNOTE 3) '\� I � I:i 1 1; t�: I I I I t � :1 1 � , ,� , I � ,I 1, I ,� �, if i� :� I : I I I y I I ! , � I i , I � , I � t L I � I I � i : I � I 1 � � I I . . I I I � .: !If I 1: . I I � I I I I 1, ' '. � � i ; � � I i:�I fi! � I I � I I � ONDITIONS. VERIFY THE CLEARANCE ABOVE THE HIGH POINT OF THE PAVING TO THE BOTTOM I , I I : lf,� � : I , � � k . , I I " I I i i: � �! �I �� , 1 ! � I � : I I . � I I I I I ; ! l I t � � ' j j ' L :; i I I I I 11 I I �: 1�it �� I r . : � � I :I I I I ! I I . I I � :� [3 , , , I � I . "; ; i D OF THE ROOF STRUCTURE IS ADEQUATE FOR ALL DELIVERY AND EMERGENCY VEHICLES. . '�� I I �� I ,�i : � I f � � I i�� : 11 i 1: !� I l�� : I � I I � I I ;ij CONCRETE FOUNDATIONS WITH THE ARCHITECTURAL DRAWINGS AND EXISTING SITE t : I� l� I I I I , � : , I � I � � ;: � � C I I, � I i 11 I I I $ I; I � I I I I 11 :: � , i I f � . � � � [� . I �:i " I I � I �: , , e . I I ; I � I CLEARANCE HEIGHT VERIFICATION SHOULD ANTICIPATE BEAM DEFLECTION AND FUTURE PAVING , i I � I I - . . I I I � :� � I � I I I I I �: i : I I 1� I I I � I I - � I : I i I . g i , I , I I I � I : I , Z : I � i I "f � I - I I I i � � I i � � �' '�, I � : I "'� I � I I � !:, I � 5, I OVERLAYS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY II I � . � I I ., "t : I � , � 1 ; � I I . I ��, i 11 , I f I I � I . � I . i DISCREPANCIES PRIOR TO COMMENCING WITH FABRICATION AND CONSTRUCTION. � , � I I : !� , I ! � � � � I I �, f � 1.1! I , I I I � I , � . ,: l , . . I . -, � �; !, ;I : 1 , � ! : i I I � � � I � i I 11 k ; I � I - : I i :, 1 I � L . , � LANDSCAPE � I � �� i, I I I I I I I I I i 1 , � I : I L I I I � 1 ! I "I I --\, . I I I I Z I I I - I � � �`.�� ; I � : I I I 1 � I I - . 1w I .. .1 I 1 � � I I , � ! I � � 1 �: I �1 �,Z I � � , l � I I I I I I I I , 1 � '' 1 �I, �� 1 � � � � � 1,I I i I I l�� I .-� I I ,� I , 1 , . , ; � I � 1 1 . I I I � . � I - I I � I I I I I I t I I I I � I I I �, i i I �, �, � i Brian Burke, L.A. . i, : ,I f I, I, 1 I . � � , I I 11 . -? � � : i I F� ,!; i i � I I � . I � l , , ,:� ' I 1, I , I . I : I :: ,: ;,�i I! � i : I I I I I , . 11 . . - , . � � : i 1, � ii � i� � ,1 i I I . , � l'! 1 �� I 1 , I� I � : !� :i;i � �i, I i � I: : a� I � I i I t. - � 1 :�: li 1 i 1 ,� i I Z . I; I ; � � i 1 �:t 1: : 1 : ,, : 1 I f I i � i 1 ; , I, : I I � : I 1 1015 Atlantic Blvd � 11 :, � ; . I � Z 1 I � �, I 1�1,- I I I I I � i I 1 f � I I !I I 1; ,<< I � r I , � � , I I I I i �I I I e: :, I I �-, 11 .11, � � � :� � � I� , ! L 11 -1 I � , . : . i I I I I I .��-- - I . I I � � I . 11.1-I I ,,� I I I I r !I � -l- Atlantic Beach, FL 32233 1 11 f I � 11 ! i I : I I 1". L 11 I Ii � !� I I I 1� : , I i � I - I I I I I � I � . I � i � � . � I - 11 . � - I - , , , I 1 , I I i I I I I . � ",,�,"I I - License No. LA0001260 I l ,'11,I, I , l � I ; � I ! ! 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I I I I . � . 1:��,:� I , I 111 .111, "I',., .. — I I 1 11 .1111-- I — 11 ,; I I , I � NEW 2'-1 X 2'-O"CMU COLUMN REINFORCED WITH#5 VERTICAL BAR CENTERED IN EACH CELL (8 i I ........ .. - I � 11 I �'! i � I: I I � � i 1, I ,", ,,"I'll ....- � I , � 11 i � I 1� � i I I ,�,, ----,",-"....... ...'.... I I . - I 11 I ; 1! ? ,I I I I . I I I I I I" I - **]:]:.: j:::j - � I ,,,_� .1, --." I ::::: 1' '.. I I ,, �) . , I I I "I'll 1, �"...., 1 �... � - , , � ' 'Ill ,..� . - I , I I I 11 i I I \ ,,��_�_� .. 'I'll [I � 1, ; � r ; I I I . � TOTAL)AND#3 TIES AT 1-4- ON CENTER. INTERLOCK CMU BLOCK AT CORNERS. REMOVE I I � : - I � I I I .....%. �� - I - . - .... � � 1 4 11 I I � � - 11.1'. 1,11", ,...::�.:- ...,.:�% �� I : I ... � -� I ...I . - I", ... � % - � Ii I - �.. I - � -.1- � � � I � I I L � -... 1 . , � ,� N � � �' : I I I I I 1 1 � .1 t - I �il I �r I � i 'k ..�. .�. %%. I �- � � j ,� PORTIONS OF INTERIOR FACESHELL (STAGGERED AT EVERY OTHER COURSE)AND . ..- I�. -: I I L , I I I I - - . -----�� I . � I � �) � I � - . - � �.��:�.:.�.::� 1, -,-..%,- . I P i� I� � ;� � 1 ��' 11 i � Ill . r 11A i �� 1 i I . --l-1-11 � �� I I I � �' � . � � I , 1 � ,1�t 1 , , ! i � I i ,I : I I ,I,,e !il� L I I - ,� I �, i:I I :,It � I b b -: :::::�] "', - -I - I , I � �� - I - , � I , �11 I ,[-� : , �vll CONCURRENTLY FILL COLUMN CAVITY AND ALL CMU CELLS SOLID WITH 3000 PSI CONCRETE I � � "I"..". I'� I '�I t 4 : -1 - . � I :, ,,-� , , . -11 - ii I I � - I I �1 1,� I �� '[i i 1i I 1� ll��:� -1 , ) , I , I � . I I l� ��il:i,f,I'r'� ,I, , - I i I'li'' I I � I - � . � ;I � I, Ili o I i 'i I 1 i J� iL 1 1 t I ,, I � I jj,1;;;, !I ii; i �i 11 �-� I GROUT. COORDINATE TOP OF CONCRETE OVER POUR(4" MAX)ABOVE CMU WITH STEEL BEAM .. ,Q -- I I I 11 I L . I . . , I -I Ir ;i I � I 1�, I I I CO : I 1,111 ill; � " � I �i � �i �i e�', . I I : i i jiL t : � ,� ��lit , :t � 1�,�1i � . , . I I 1� I - ll-- � I I � 11 "I ,I i � ; : I 'V � I I ,. I � , . iii r 1. I :� I!:; , � I I � � ''I . 1:Il ; BEARING ELEVATION. I I I'll -, 1, I L I I I 1, � I I :, � t I .ti- ii I I I; I -:-:1 I - 11 11 1, Ir . I"- t 1, �'i I I � - � I'll , I I I I I-: I --, I�I I � � i lIdl it 'I 1 I - - 11 11 I I i I i I I I I I "I I I . . --- ----- . I - .l.".. I I I1. ' 'I'll I I � - --, I i f 4!�� !� :1 1 1�, If, i i � I ! �lz I -- ::...:" I I'll , �� e I , I .1 � I I I --- ; I � lil : It , 11 � , I r I I I I "I - 11.11-1�1 - � , � ; I I� . I 1 �, I � I �.I'll, . i I I I I I t � If 11 '' � L, , I � I 1, "Ill",", , I � I ---- 111.11". ""I'll". ,� -, � � - I 11 - , I 1: I "I 1, "'I',,""-".,. I'll, I 1: ;. I I I �ik i � � NEW l X l X V-4" DEEP CONCRETE MAT FOUNDATION CENTERED BELOW CMU COLUMN. ..� 11 :-X, ',','I,",".,.,.,. I 'I'll I � ; � . - -',---',, I I 'll, �ll ,,; - : 'I'll, , � I I I I si � I I t�1%� 11 , ,,I . I 11--i... I I l: , � ' L I I Z ir - 11� ,rL 1 I,i � 1" . 1. I L I �� 11 r' I iz� I � if � i p I � - I I "I 'll. - .1.. 11 I - I � I, I I 1 - 1 I - - - I I I ;!�'� 1 ��I, � 1, !,� , REINFORCE FOOTING WITH (7)#5 REBAR EACH WAY,TOP AND BOTTOM. COORDINATE TOP OF - -:-, -' 1�� I, :: I 11 I I ----"I'll-...I I � ,,,I 1. .1 - - - � I I i:il � � I 1: I !� !t ,� I --I ,'' , :: , . '"',,�, ,�,��.�:�,�:::::.:.:::::: "".1.1'".., ,. .1 1. I I , ! I i , �1, ! : ------.-- , ."'...'..... .1. , I I , I : ,: � ,,,,xx: :: - "I",".,".. - :.:.: - I ,� !,:, I I, 1 4 it I i ;1 1 1 � �, �, � . X� ....,.....,......- - -�: I .1-- I I �i, " � �I': ,I I I "; 2 11 - -,''. -1 ... I I � ... :::,::� - ...- , I �: 11 �. � , j If �; I I ': 3 I �i I I i; I :14; .,:,:� 11,11-,1'.,.,.. "I'll I 1 I � � "1111.1'.-I. I I i - I i I � - li, I . :::1 , , 11,11,11,111,111, I 11 XX.X::::::::,. ""...". ...... , , i ll� 1, � ;� , � 1. I '' I'' .. . "I' ll , , � I I , L t i � i' Ll � 5 �� ':1: (� , , FOOTING ELEVATION WITH EXISTING SITE CONDITIONS AND PROPOSED FINISH GRADE. TOP OF -�,�X'I',, I '----"',..", -I I . � "I'll'-, 1. I , ii ; I k,I :: , � 11 , , , I 1.111. I :� I P � . ! i , I � :1 I' ll., I I 11 , ,,,"". x: . I I I 1 I I . I - 111.11,1,11-- I I X-v-- --','--.-.. - I . � I I t Ili �i : � I i ,: ,�; �, i 11 11 -...-1-% I 11 "I .11 11 I-- � � I I I 4:�. I � 1 : �; I �,� I '- ,"",',,""- I'll, 11, � � I ..... .- I , - � : : '' �; l I I � I I 1. --"1'1'1-......%��%� � 1 ::::.::_ ��,:.,��:: : �� .1, � I I � I I I " � FOOTING SHALL BE BETWEEN 8"AND V-0" BELOW GRADE. � I I � � I , , I I I :� � .: I , , I :i :,I ;c ; I 11 I --- : I ,.,.,.,..%%.::�:::�:�: ��::-..--,�--�� I I ':� I I I . i �i �I � � �,I . -, ",I""',"",......� . ....... ... 'I","".,.""...",....�...�.�� I Ir I � � I 'll I I k I I ....... - I � I , ,1 j � I � !� I "�� V - 11 11.111-1.,...-I', ',""I'll"........ ...... I -1-1.1.-."....- I � . � I I :11, . � 1 i ll,�� i � [ I j, :" I , �: � 11 I - � —. I I'll . ::.:::��:�,��.�� :��:�!!i:��ii::,�.�'': I'll I- 1111--.. � � . I I I I I I . ! � � � , %., I .........%%,--'.... I.. - .. ....... I L �,�-,�:�..:::: . I .,.....%,.,-�� ::: ,�, ,...,.......,-,�.--- � I ,..... . 1. . 1. � � I i : -�Iul :; 1 - I I � 1 . � . �I 11 l ;I Ii I '. I � - 111 : - I I I ; I . I i�� `;�i , � � I�, �iil, L I I I �,L� 1-1,111", � � , _ I - - - - I I ""I""'" ' - I -� .... �� I I ......� - , I il !I I I - :-:- ,, :� -..--� I 11 I .-..- �:�:�-� - :1. �� 1 t , � EXISTING 4'-0"X 4'-O"X V-0" DEEP CONCRETE MAT FOUNDATION CENTERED BELOW EXISTING "I'll 11,1,,�,,, '........... .... . - - � "" -..... -: �� , - - - i, I I I I I ; �,I �i X I � ;' � I 1: ; �! i I I I � I � : I f I�i :;� I �!:��"" � � .- .X.: : 11 '11.-..-....-...I 11 11 . � L; I I ' 'I'll .... I . :.:::._ , , � , I , I I ! I , � I I ,_��_ - -.......�. - -.. I I .... . , I I .-- I; , Q :� I, I � I ,,, r - � -:11 ,11'...11-.....- I .,::...:.::-�:..::-:..- �1]:]]��1:1�:�:��:i�:�::�ii�::::�:�� ..v . � I I I I I � i .... � � , . - 11 �I I . .... - � ... I . 1 -- i, 'I� I I��, ih�:l I � I I I.%, I � , � I . - � � : I 11 ,:I I � .. � � � . I I e ! 11 I I I I,, ---��.- .. .. ::::::�::: -",,� :. , "I.::��::�:�]i��::�::�:�i��:��:::e - � :: I - � �. I I 11 - - � - .- " Fl,! ,I I� �� I � � ,�, i , I I !I' I -- - � -�::� � ��_ 1- I ,.. I I I %� --�. --. I-. � - '':::.::�.:::�:.��:::�.::��,�.�l: '' I" . � I , J I -,�.......... �. � � I -I'll-�. - - !I , ii'l , A, , �I �I 1: I I�,�� I � 1� � I 11.1...1. `�� 7- - . . , -�:�: 1:� :/ I , ...- .11.1... � - - L - � :� 1 �j t; , � I I i�! � I i I �: :� ,iL:1�� 3 CANOPY COLUMN. NOTIFY ENGINEER IF TOP OF EXISTING FOOTING IS LESS THAN 8 INCHES . ; � :.:,::-:::-:- -I.. I - :�:��:��I � I l I I �I 11 I I � � , ,, i �!; i 1 i4� � I� � � I Ili 1� �rO ; I I I �. . , I '!�l�� I � , , , I :�� 1 1 1 I I jl� i - I . I :,,: �:� . I ..::::::.1.�:�:::,:- . I � I I I I I � 1, � � � I I BELOW GRADE. �� .- I I - , 1! I , I I I I � ��, � i lIL I �, I �, i � - 1 , I I 1. I - 11 lj� i�: � i �: ,i I I � ; I 11 I I - I I I I I if I I I I L �`�I;�;� !� i� i� — -.,---- --I--- . I , I I i I � il�! � ��i 11 i �; 1� I I : -% I I 11 I �� .1 . -�, - I � � I : i !, 11, i � I � 1. I . I "I'll, - / I I 'I I l :li� I � I � �� I I ii iifl h L I I l'�11 H : , !"Af : !� :;�1� t I — � � I Ill, , � -- I I � 11 . - I I.. I I � � I I� � I 11 � I I � I � - I I 11 I , I � � 11 I I i ,4, . 11 - I I I I I I I . -....- I I . ": ,;, � - �,: I I I I -.1. I �� :,��-- _:-�,,tx,��t]�,�,�.]� , I �I[ j I. - I .1 I I L 1::f I ,� 1-- 1 �;, I % �, , i�� :, , Ill :,�j j ill�11 I I�I � 1: i �� i I � 1 1 � I lj, I . NEW T-0"X 7'-O"X V-10" DEEP CONCRETE MAT FOUNDATION OFFSET BELOW CMU COLUMN AND . . . I. ,�: 11 11 -- - -, - 1. ,� 1. - I I-,--"'I"".-,,.,.-- . I r - 11 I P I, I - 1, 1, �::1 :11��:: I :�,X-:: :,:,:: ,. , , 'I, I 11 1! I I I .. ..... �� 111.1'.....I 11 I I � I P,1.1;f 1 : I , � , :,r I , .1.1111.1 I I I I - / I I I 1!i!�!J! �j i I � ,i � I i � I � " I - " 0�11!� i5 I , � �p r �I-- I �' �1 I I, I I I I � I � llP , I � �� i f� !�i: � r I I� I j : ! �� I , I � ��'I 1. "I","", 1. 11: _,,�,,��....� I � I� :1 h � I � I - i PLACED AGAINST EXISTING CANOPY COLUMN FOUNDATION AS SHOWN. TOP OF NEW FOOTING "',-.,..'-. , - 11, I 111. I I I � , ,.''. 1 .11 - "I'll", :,]��:�.. �'�� !�! i � I -.1" , , I I I � I , �� i I � I .-....-.1: , I 11 11 I'I'I,_,,�_ . I t I -- . �, - 11 -- -:1, - � [I I � I� A " I t � - , I ,. I .1 :... ;:,/ � I�!,u ,I I, � � I i - I...� I . 1 I - - i I , � �� I .. � I I I ":.:::. If ��,i ]I,", I , 1� ! I I - I 'll, .�� - "'...1. - - - I- I I � I 1 1 I f 1 �� :� �; ,I t . -- --- � - 11 I I--, ,� � 1, I .. : I ---- � � . : ,I I . I . - I , I � I I I � I I � 11, .1 ELEVATION SHALL MATCH TOP OF EXISTING FOOTING. REINFORCE NEW FOOTING WITH (8)#5 -� � - - 1 I I'll, ,.-,,:. :",:::� .� 1.I.- �. � 'I i I - � -11.11 I.., .,� ': .��:� :�,::,:..-- f t, il I -� , - , - -......:::.Z.....:: I I I.. .. � Z I 1 1�, li !: I i I 11 I ; t i ! l . 4 - - -, -:X: : : I I...... - I I.%,......�.�...- I : ' ,, . r ij I I - . � 1. 111.11 I 'I l � --- - i ;� I --- 1-- I �: 1 � � t I I -� I I.,I.. ��..�:�� , � ��:�: : .1 .�:"::: ::�*:,:..:��:��-�.11 I I ,t I I :1 � �, � I � � ll I REBAR EACH WAY, TOP AND BOTTOM. AT INTERFACE OF NEW AND EXISTING FOUNDATIONS, I � I --�.- I I I - .� � I I I �!I l , 1�11 I I i , ----� �:11 - ::-- i :� I � --� , - . I � � I I 11.1.11 . .:� -� I I I I I . .� .. �:, . � ��:�: - I ! � . , � - 11 I. � � - � - I I .-.� �. ��-�� I I � :::� �� I --�. ...�� ----- I 1 � 1 : � � , I i i I I , . � - i l � � I 1 1, : 1! �� -1� -"*' I : I � 3� l I ANCHOR REINFORCEMENT INTO HOLES DRILLED 6 INCHES INTO EXISTING CONCRETE FOOTING � I -- - 1. 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I � , - I I IF: I I I i I — I I I i� : � ; ; I 11� : I � I ;:� !, ::I I -_ I . . � I i ; ! ! � !�I I ; � - � 1 7 : : , : I- i I I� I � I I I I ,[ : ,; in I � �� I � , ! � �:I i :I , � I 11 I I I I I I I � , : : I � 1 1 , ,, , ! "I', I I I �� 1� I� i � , i i ! ,� I � : Latitude 30 Engineering � , I �� I '' I I i � � , l I I � �, � � 1, t 1 . . � � . I :�l ; I I , � :I ,� '! � I I � � i I I � I I � ) I I � 1: 1 I, �. i I � , i, ii 1, , I'� � I 1 � � fi I, I: � � i, I I I � , � - I , I � I � , , i I � I . I I �i � �; : I : � : I � I -B Second Street South , i� � 11 ii I 1 ! I � ; � � � i � �� I : , � 1 1510 1 .1 I � � I � I �, il .I �� I I 1 I � I � :, - I I � I I, � I I I I, ;I , � , � I I I : : !� I I � 11 � � , I I , 1) Id � I � I '' I � I ; � � - � I , , I � I 11 I � .-- Jacksonville Beach, 11 � [ I I I i�l I ,, I 5 � I I ! � , � I I , I I 11 I li � . I � I , .. . � I � I � I k, 1, . : � � i I 11 ,� I ( .�; � . I � I � I ll � E j I � , , : ,r . I 1 l, I I I I 1, I � � , ! I I 1, I l !I�i ": , I i i:i � : . I 1 k�'�i � � � �'i I " I I I I I I -� . \, PE No. 58773 �� I I �" �, I, , , � , I I : i i, I , I I i � � � // I i, � �, � i I t � I i � I I � � I � I � � � I I;, 1, ! , - I I � I A I � �1� ; � � I � � i! � � ! � ,! i I � � . � � I Certificate of Authorization No. 26691 , I L;, , ' I i Ol � I ,i�i ,� I� : . 1;� I : � , , , � �� i i I I . ! \ �, � I I � , , I �: I , 1 � � , � � k i I ,� � i � i , i I � !� It'i � / � I ) I � I I I I �1, I .1 I � , I I � : : � ��I : 11 I - I I k ;� ! � 1; i , I GENERAL PLAN NOTES � / \ I '' , �� . i I �, I'' � . i ! - � I - . I , I � 1� �1� 1� � � ul 1j: il � I � I 1: I I� � \ I 11 �11 11 , � I 11 � I �: / - , � t 11 � � I ! - � I � ! l � I �, I � -__1 \ , �� , , 4 11 , [' � � , � � ,; , -_ i � 1; �4 , � I 'i ! ::� , � r I I ,� �! I � � . � � 1� I i I I i � j� �. t i � � 1, I � I , : RATED ON THE / )1116X26 STEEL 1EAM F\ I I I 11 I 1� � 1 1 . � : � I I I I . :: i I z THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS NOTED AND ILLUST -_ 71 -_ - - --..— ELECTRICAL , � , I I . I I I i . I I I� — — — — — — — _1 — — — . I I � I I I ; 11 1! I . I � � : � : I � : 1� ,I � . � q— I I i ! . � I i � I , I— ,� � i ! I I !, I I : I � � 7-7 -� I I� I I 11 � � I I; � . 7 I I I , I s I I 'i I �, I I I ! , 1 ! CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION,AND CONSTRUCTION.ANY DEVIATIONS I � I � 4 I I i I \ III 0 , I i I 1 i I I :i: l �� I �: : I 1 � i I � I i I i ,I � i I : i I I I � A L _j I i , I I I� � � I I � ! I DISCOVERED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER I /1-/ j � I I I I ,I !i I I � ,� I � � David Hunter & Associates, Inc. I , I I 1i 1 �! i I i : � 1 I I I � � �l t I � I I �: I � I \ I I �i " ! I! i i, I I l : �� I I i I ! � i 1 � I � :1 � li ;, : � r I;�I� � r � I : i , FOR REVIEW. / - -- 1 I i, ii I I I � I I I I 1� � I � � I 4 : I I ______ I I I �i � I I — -_ . I I , I � 1 � I � i � , ! � � I I � I �, e ' ' ' 4 . i � _ _ _ __ - - - - ---- -- - - 1 1229 Sumter Square Drive West !� I , I I � � � I i I I I � I l I 1� ! I � ! ! � : I 1� 7; : � I I 1 � I � I � � I [ i !; � � F1 DEC� I I I ii . . 1, 11 .1 �' I � I I RING HEIGHT, BEARING ELEVATION,TOP - L-- -- - - -- -' Jacksonville, FL 32218 I ; : i ! �� I I � , I ! � . I COORDINATE PREFABRICATED WOOD ROOF TRUSS BEA I i I , , � I � ,� I i 1 : I I ,I I 1 : i I I I I I I I I ! , : , ..,.a__ _YWOC I I � � ! � I I �, I !� � I : � NFIGURATION WITH THE I SEE KI:YNOTE 1) . � I � I I I I ; � I � I I B CHORD SLOPE, BOTTOM CHORD PROFILE, FASCIA,AND SOFFIT CO a PE No. 53375 1 1 l � I . I � ! ,� ! , i I � I i � � 1 � 1 � � I . � l� i i i I , ! �� , � � t � , �: :1 : Certificate of Authorization No. 9882 1 1 i,� I I , I � i i : !:� , .I i r_ I 11 I ! 1; I � I � � I , 4 ARCHITECT AND EXISTING CONDITIONS. - l� , I I r i 1� � :, I : . I I I!� � � � �� I I I�, ��, � � I ��1 � I, i i I 7 ; - - I - I I I �I�, i I � 1 1 I I 1, I I I, � , , � � l �I I I I I - I I � I I I - I i 11 I I I I I I I I � i r ,,I I I I I I �. I I .I � , I I� �I � I �l : , 1 , \� . / i I i � i � �,. � � �I I � � ,I. I � I �� : I� il I I . a I � � i. I I I I I I �� I , 1 F I l l � 1'' I � �I I ,� I ,,; � z � . PROVIDE 2X4 MINIMUM WOOD BLOCKING BETWEEN ROOF TRUSS TOP CHORDS ALONG ALL RIDGE, I - - - - , � I � ,I I I . � J i - i . I 1-1 I !I I � 11 ,,�; :i�� ,H [� � � � I 11 � I I L I I 1� r I , t . � �� ! I I I � d 'i 1, I, � �� , ,I rli!: � � � �, '; _; i i i I �,� I L ,� 10d RING SHANK NAILS AT 4" ON I i :1 1 �i I I �, � 'i , HIP,AND VALLEY LINES. FASTEN SHEATHING TO BLOCKING WITH l� I i j I 1, ;�,�i '1', I f�I I I , I ;�! , N ��, I ��I[ 1 ; I GIRDER TRUSS i � ,�i 1-I � ,:,; I �c :1 , I� I :: : , I � C I I I I ! I I I� ,�� 1 � ;�;� ! , ! �� I � �,:! I ; � :; ,; ; , � � � ' ' 6 : I I I 1. I �; �- I r � , : l ; _ � " I 1; -500 FOR ADDITIONAL TEMPORARY AND I I � - I 1 ii : , .- ,�I I i H �!� : � � ,:� CENTER. SEE GENERAL STRUCTURAL NOTES ON SHEET S I ,I � � � i1i, � : ' I i � � !I], " dL 'i � I I I I I ; tj�4 I I I I I I 0: i I I I '' �, � 0 :1 : 1 4 � � � :11 � I - . I � � I I . i! 1 � �,I' � � li�'! ,,I; �� .,, ��\ /V i I I ;1 I' ' �� i :, I; , 1: I: j,j , I � r J � I PERMANENT TRUSS BRACING REQUIREMENTS. - i i I , : �, � l� ; I I - I � r I I , I 11 .. � � Z � . , i[ - � I I I � I I I � : � I �, :I � �; I — —_ ,i I l i I ; f r I I — I I ;, � ,.I ''I ;i !�, I � _'l - !I � � 1 I I I � i � I : 1� I � i i I I � . I , I � � I i . I I I ,1�r:l �� ',i� I� � , I� � I I � � - i � I I I i � J, I I I I 'r � I ��, I 11 I A PPORTS WITH (2)8d ! I � I , , I I � I I ; � � I , ATTACH PREFABRICATED WOOD ROOF TRUSSES AT ALL BOTTOM BEARING SU I � � :; � , 4 I 1 i : �i��i: � :, I: I I , i I �i I ; k d ;� I � I I I � I I I I - ! I 11 11 r I I I i I H 1 j 1 � � . �il ; I I I � I I � I 1 [: ��, � - . I � I � , ; I TOE NAILS EACH SIDE AND THE FOLLOWING SIMPSON UPLIFT CONNECTOR(S)PER THE UPLIFT I � , 11 '' I : 1 : I �� , , I � i �; I , ,; i� I I I I �r �� k I � I I : 11 I � , I '':�, i I � � \_ Z I I � I I It ��, r I � I I � :� I I I ir : I � I REACTIONS INDICATED ON THE SIGNED AND SEALE I I , �, ! : � :1 : I,, I � 2:: � I � I I , � (1)H3 - I : 1 : 'I � u j I I I � I 1 1 1 , � �, I I 1;i � : � i I I I ; I i i : i I UPLIFT REACTION LESS THAN 400 LBS: � I I ,I-------ROOF TRUSSES AT 2'-O" . I I , � i i:: I L I 1 ,I � PREFABRICATED WOOD �� I I � : � ; ; � D TRUSS SHOP DRAWINGS. , II 1 , 1; 1 I , , I i I I r ! � 11 I I i � i � � � � , , I i I , I I I I I I � ' ' � i� � i i � , I � � I i � 1 : 11 I I r r � I , I i I : ; � UPLIFT REACTION BETWEEN 400 LISS AND 800 LBS: (2) H3 - ON CENTER MAXIMUM �� -_ I i , I � � i , I I I � � I � - I �� , I I I I i ,: I D I � t I � I l . I I � i �, S � I I , I � i � : �� i I I I I I . UPLIFT REACTION BETWEEN 800 LBS AND 1,600 LBS: (4)H3 ., ! I, , r I I I I � � I � , � I . � I � I � � � � I i, ! :1 � ; : I , I � � I " : I �I I CONTACT ENGINEER i LANDSC � I i � I I � I : � I I �� :1 I I I : I ; , , ; 1 1 UPLIFT REACTION GREATER THAN 1,600 LBS: I __ i I � � � � I I �, I I %� I � i I I I I I . ! I : , I I I I I I I 11 I I � : 11 I . � � I IF MULTIPLE H3 CONNECTORS ARE REQUIRED AT A TRUSS BEARING LOCATION, CONFIGURE � I I I : I . � I 1 �,I l I, : f : � � i :� � I � 5 1 1 � � I I � I . I I I 1 ? � � 1� I I , I , . :� � i I � I .I I� I � I � I I 1 ! I I '': ; 1 1�' i I � I 0 PREVENT FASTENERS INTO TRUSS FROM OVERLAPPING. I I Brian Burke, L.A. i I ,, , I � 'r [ ��! �,� � � I CONNECTORS T � . � - 11, I ; i:, I� I � ,I I ! ':� 1 I I 1 : I 011 I 1 �, I , I � ; � i I I ! --—__--,--,-- -—_ _____ _. I - � �! I , I I� , i, ; �il J, 1, , i ..� , 4 , I , �: I � ,1! _______,___ 1. 4- PROVIDE PREFABRICATED 1 1 � I !,i. , . 1 - � , i ,II, � I I 1 : � w * , : , I � !�; ! �,!: � , i - ? I I I . I I I I W �� !I� � hI ! , I 11� I �. I: [ � , I 1 1 " , i� � ,::1 : I :I I - � 11� I I I I I , � �; ;1 , :I ,� 1; �� 1 1015 Atlantic Blvd i I � �'i , �� I � I I ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE SPECIFIED ON THE SIGNED AND SEALED TRUSS � I OOD ROOF TRUSS EACH ,� ! � I � , I I I r : i -, i I:. I x �. : - l �". I, I �" �� I i 1, � 1 ,� � � �' , : 1 : - 1�< - � I Ii � I U�1 I i 1 , ;� , , � � i, E SHOP DRAWINGS PREPARED BY THE DELEGATED TRUSS DESIGN ENGINEE�R, , � � 1 I l'� �� I , I Atlantic Beach, FL 32233 1 1 , � i� . 4 1 1 1 ,�: l� �, 1 1 ! I - I SIDE OF 4X4 CUPOLA POSTS .. . I I I , 1� � : I I I I I � . -111 i � I � I ! � - 11 - I Z ; I I I � � - -_ - PREFABRICATED WOOD -r- - N ��// I I I tr///t I : I I � I I 1 4 i I i I i -_ —_ _______..._____._______ __ ,---- .--------- - V � - I I I i I � I I � � � i I .1 1 1 -- %- -— .- �...��,.,..,.,11 License No. LA0001260 I . i� ; I I I � r I .-.11.1. I , � I I i ALL WOOD IN CONTACT WITH SOIL, CONCRETE, MASONRY, OR EXPOSED TO WEATHER SHALL BE , . 1. I I , ..�. . . � : I :I � I I ROOF TRUSSES AT 2'-O" _ I I I I � 1 � l� I " _j �., . I \ , ��.. .::�,.. __.1. .. .. � � I . I :, . . � � . . ...",I I I I I�: I ; I 1, : PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS. ON CENTER MAXIMUM k < - I I I I , � �� I I � I I I � F ",� N .- - - 1 I -... ', 11 .1,11 I [� . � I � L . � I :, I . - , I .1 I 11 , - � ,, . , i 1! � , 1 ; � � - I'll. 11:.Ii�,, I'll , , , -... . ..11 � I ! i � : I � I i : -_ - . � ........., I I'll, I ' ll, 111-", _,]]�I :_ I I I � !,: I � t: � : 1 I; I ___________ ___ - I I I ''I'll 11 --'I'll'' I'', , I I 11 � --- ��...... I' ll. , ,, � ,l I � I ]I i I 1 2- - 1. 11 ' 'I". � "Ill I .- I - I I - I . I I I 11 " 11.11'... I I I 11 i ' ': � a Z I I ..� .. I 11 1 . �,:�. I �. 1- � -I, 11-I-- 11 I I I I 't I I'll, 111.111, I I �......I , � I'll I� - , i I h ,, I I I I � w ....., - I I - I , , 'i � "I'l - - I 11 .11,111,1111, . l� . I I I � I I "I'll'', I ! i , j , i � I I-- � � - I � - I -� I - � - I , 'i ,AND ANCHORS SHALL BE STAINLESS STEEL OR HOT-DIP w I _� rn === ,::,I�I", 1 . I � ��.� � : 1, - I � , I I r - I I < 11 w I IL ALL METAL FASTENERS, CONNECTORS I I Z - :r I � it� � , 1 1 i, j 1 . I ,I i I i I i __ - 11 I � �- , , - - 11 I I � .. I 1. � -�// .I I' ll , �", I 1. i;� I : i�, I �k � I � - ��, I'll 1, - I � i ;14 1, i �, �l�' t I : i G I I I I Z I I �' , ,,� : I ' I, ti 11� � , ��,: i GALVANIZED. V 1.1 . 1, -- I I I : � ,' ' �L� , � , I i", N I �: j k� 1;I � �,�"�,�, I 1 I .I - - . . - - I , I L I 11 ;" � . . . I - . ,,,, �� I I � � �; , 1� ", r , 1 , � ;� � I — - - .1 �,.1 "I I . I ,1 , , ill 1 _1 1: :� ��i` �� : ;�r,j:'�j �i I i 1� �k I : i . ( I LIJ 4 :: � � I I �� , � I I 1�1 j — I I i i w . "I'', I'll, � " � , �,�" :A I i"" � i �', I I - _j I I 11 ""I,'', , � ' ' � I i �, ,;:�, _�, I �'; 1 4:� � . "i; � � w 0 1 1 I - 11 'I'll I I ,,q ; � 1 ,1,j,", �� , , �,1 ; � I ��! 11�, I I I I I I I ,, I Ui- <. �-I I I �� I I I I � , I I . 11 EXCEED 10 PSF UNLESS APPROVED I I I I �, . - .. I ; � i 1, 'i 4l � I� ; j I 11 �� 11, I I i I �1, � : ' 1 j, i WEIGHT OF CONCRETE TILE ROOFING SYSTEM SHALL NOT I 0 Z I , i I I �, I � 4� - -,I � - , I , I I I , I - � I � I � �:),: � - � I I" , j f ; � i� � I , 1 , " "Ill I I � � I I i4� r 1 � _r H 11 k H I U CD r1_ I I I I I f� l�: 1 ��, �� I i�,� � � BY THE ARCHITECT AND ENGINEER. - - I I I, 'IL � I � 4"" a � I I 1 � ,� ,I , i 1, I , 0 LLJ .1 I I I ,� I !; � i 1 : 'I �;l I I [';�� iI 11 1, I , I; , U.j � � .1 i� Ii 'I V I I � r�:j , . , � ili� I � a I I I I i-`,*_� �e I I Lxo I - ;il zi F . I �, ;�_ , I I . PRESSURE TREATED 2XIS �q I -) .� I � � l i 11 �:�: I I I I I I ( I li � ,'i I i : 1�1, - i �M � �� 11 � i,i� � �, 11 11 ]: ,i�' ,� � - - . - "I'll" � I . :- �� I i; 1�,��t" -I I � �. � I � - . � i �� ;i:11� �i ,I � I I I I I I 1 7 � �� ..., - � I I i� t. 111�� ti�,, l%i I , �- 11 � j — - I I ,I � ,, i � �i : III:I - �� . I - I � �. . : li I ;� ! ' ' �1, � , CONTINUOUS FASCIA BOARD � ,� .1. I., �.. �, 1, �, " , � I I � �:: I I , - .. - I � I I -� . � �. I _ I I � I I I .. . - . �� - �. I I I - - .1 1. � �. ..... - � -- I I�i 1�1 _< ;)I- 0 1 11-. .,��:�:� . - .....I . � I......I . � - � I - � I � I � - . : . - - I , ;i �]� 'I I �:� � ,� � i I - _j ��I il . I, � I , � i l i : ,,I r � 1 , � I I � R i" i _j .1 � � - I I I .1 3: CL - ... . - �. .I..",".1. - ,_ I I I - � .....�............. � I .... _. .........I 1. I �i N� � i! r . ",I I .. , _ - . - . i �1�`k i� �,Ijl ;� � 1: �t, � I l �i � ��, � ],� 11� I , �� ' 11 � i�, � ii I I '111i"I i I I (SEE KEYNOTE 4) < � � . 11 �. .... 1,�, I I z ; I I I i I !�!,? . � . .....-I,".-",.,".-',...... I , � ��l �el � �� 1 � I r . . - . I 1 . �...", ".11 ".",............ . � � I All 1 � I I !�i - ��:I�::�:�11 I I . "'.1. I.'.....-I., .,"".",. "I'll I'll- I . �I,:; j , I � I , ..- -� . :I. 9 9 9 1 L ,...9 1 '.'........99.......9 999.9.99 9.99..9 9 9 9999 9 9 9 9 9 9 9 1 1 1 1! 9 9 9 9 9 9 9 9 ' � I I , I I I . 9 9 9 9 9 9 99999 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1 .. I �; �, , I : ,,,, I I� �� I,j I .9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 999 .., � i, �!:��'1 �� 1 � I I;I ; I � I I �, �;�,�, I I �::�]I�L�L L�� j� ,��'�':.,!��:9':�, 9....1 9 9 9 999 99 999 9 9 999 9 99999999 9 9 9 9 9 9 99 9 9 I 9 9 9 9 9 9 :1 1 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 , .. : r e 1, I�i� ; :�!I I�� ;�. � Z, � I I, �",�� . I. 1 9.99 999 9 99 99 9 I f;� � � i�I I :�, �-� % . . I a .. 9 9 99 99 99 9 9 99 99 99999 9 9 999 999 9 9 9 . I 1 9 9 9 9 L 9 9 99 9 999 9 9 999 99 999 9 9 9 99 9 9 1 � L 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1 1 1 1 1 1 � ,.1 9 9 9 9 9 9 9 9 9 9 9 1 . I . 9 9 9 9 9 9 9 1 1 1 ... 9 9 9 1 9 9 9 9 L L 9 9 'I b � lil, � "",_�PRESSURE TREATED I I L L 9 9 L L L L L L .�.,� �I� r,. i �,�i- , �D_� I ��I I i �� I t , I I � �1 1 1:, �,,: � . 1 9 9 L 9� 9 1:I I ,,, ,�i I , I I LIJ ..9 9 9 L I , I;!!� : �.� L �� ..9..9.9 9 L L L L L 9 9 9 9 1 1 1 1 L I � �9 I i I i i I : 9 99.9 L L L L L L L L 9 1 1 1 1 1 1� . � � , �i 1 , i � � I I� ; I �, : L L LL L I I L::L:::L L 1 9 . I. L L L LL LLL L LLLL L LLL LLLLLL' L LLL L LLL L L IL.L .1. I I L L'' I I .I I L L L L L L L L L L L L L 9 1 9 -::::: L L L L L L ., I, , I L L L L L L.L L L . L I I�I I � r I I I , � � , I I � : I "� I - - --- ::':L.L L L 9.: L'I:L, I I I I L L L .�� L , I � :;4 1. r� I . I (2)2X4 HEADER BELOW . .L L L L L L..L L I I L L L L L LL L L LLLL . L L I I I I I J �1 I�, I I I -- !1 II L L LL L LL L L L L L L L L L L L L LLLL L L L LL' L LL I L 9 L.. I � I i I � : , �:� L: I � i I� �,,� � I � i ,� � I I I - L L L L L I L L L L L L L .L L L . : - j,r I � I --- L L L L L.L L L L L L L L L.L L'L.L L I. I. ;� ' �I � I I�1 �� I I i i, r -MM L L L 9 L'' � I I I , , 9 1 - I I,I :L - is L L LL L L ::L I L L L L L L. L'L L''L L .L L 1'.L L.L 9 L L L L I I I , � L L'L L L L 'L L L'L L L 1 9 9 1 1 1 1 1 L L L 9 L L L L L L L. � :L ! � 1 -i N PRESSURE TREATED 2X10 L L L L 99 L L' L L.L'L L L L.L L L L L 9 9...I.I I,.., I � � L LL::.L: 9�9 9 9 L L L'L . L L L L . .. I � I� I � 9 9 9 9 9 L . L L L LL'L LL L L L L L LLL L L LL .L L L .1 . .9 L 1 9 9 9 9 9 1 L'L. � � ;;:: �,,� r I, I, I : I I- 1 9 9 .9...9 999. 9 9 9 9 9 9 9 9 9.99 9 99 9 9 9 9 9L , L L L L L .L L.I.... . 9 999999 9.9 9 9 9 ..9.. ..9.9 .9 9 9 9 9.9 9 9 999 9 99 9 999 1 99 9 9 9 99 99 .9 9.9 9 9 9 9 L L L L,.LL'.L'L L L L L'.'.LL L L LL � I � I I 1 9...9 999 99 ]99:L 9 L L I.. ....9 9....9.9...... 9.9 9 9 9 9 9 9 9 99 99 9 1 , .9.9 9 9 - L L L L L L I L .. 9 9 9 9 9 9''9 L L L 9 9 9 9 9 9 9 9 9 9 1 9 9 � i,i� I : 1 I � I E !� :,9� � L :L L ��;::�;� L L L .L.. L I. L .........'L'9'9 9 9'9 9'9 9.9 9.9....9 9 9.,.9 9 9 9 L L L , I,, ��L,� 1 � 1, I:�1 i I I�� :i :L :� L�:��:�:�:�,:::,::�.9 9 9:::: L L L L L'L L L L.I I. L I. .L.L.'.''L'.'.L'.'.L..'9'999999999.9'.'g 9...9.9 9. 9 9 ...9 9 L L �, !i i ' �1 i: �:, :: ��l I LL L L L L.L L L L'.L' 9L '.L..L L..9.,9 9 9 9.9..9..9.99..9...9,". 91..9 9 9.. 9 L I I � I 1 1 I � 9 L:LL L:�L;�:L L.L L L L L ... ,9.999 L L:L I L'LL L L L LL'LLLL'L L LL'L' .L L 9. 'L L 9 .9 : � L�':L L 9 L 'L L L.L L L L L ,I I . . ...L L..... . 9 .9 9 9 1.9 1 :L' . L L L L L I , � I L L.''.: �:.9 99.9�9�99 99,99:9:9�':9::.:::�9i�.' 9 L 9 9 9 9 9' 9 9 9 9 L L L I �,!Ili ��;,j � L L L L . L 999999 9.9 9 9 9 9 ''L L �, 1, I , I I I, I �� L i L � :: I i � : I i i� I �- , I I 1,, � (9 L L L::L:I L 9 L L L. L L L . � , I, L I I �1 1: : �, , L LL L.9 9 9 9 9 9 9 9 9 9 9 9 9999 9 9 9 9 9 9 :9�L I.I L L L L L' .L L 9' I: !l I I � I ; K EY N OT LL LL::::L:.9. L 9 9 9 99 9 9 9 9 9 9L L L L L .. . 9.. � I I . .:: � 9�9999,99 9 9��:�:�i��999 9 9. :,::'.LL L L . .. L .. I i I� �� I I L�I L . 9 99999 9 9 9999 9 9 99 .L L .L . L � . I I L 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 L �1 �, 0 9 9 9 99 9 9 9 9 9 9 9 9 9 9 9 9 9 9 �: 9. 99 � I 9 9 1 1 1 1 1 1...9..9....9 9,9 9.9 99 99 9 9.919 9 91 1999.9..9.999.9.999.99999.9..9 99 9 1 r r, 9 9 9� 99 999 9 999 99 9 9 9 9999 99 9 9 9 I I I I ,.I. , ,.,.... ....... .. . I:. I i i i�i L ;: ��I L, L�I '' ,L 1 I I I I * . 1... -- - I I . , , I� i 1 9 9:..:9.9999:� .9 I I j,j 1 , 1 11 �.I ;� , ;� I I .I....99 9 99 9 9 9�9 9 9 1 � I .'.L'L I..'.�::� I.9 . 9999 9999 999 9 9 9 9 999.9.9.999999. 9 99 9 9 9 99999999999999999999 9 . � L'' ....999 ....9 9 9 9 9 9 9 9 9 .9 9 9...9 9 9 9 9999 9 999 9��:9 . 99 99 99 99 ii�q ,,,: :,I I,'L.'',' .''L 9 L 9 9 9 9 9 9 9 9 9 99999 9 9 9 9 9999 9999 9 9 999 99999 999 9 99 9 99 999 9 9 9 9 9 9 9 i::9 9 9 99�9, 9 :, , .,."., ..9 ..L . I I ��I ,, Z w 9 9 9.9 9...9 99.99 1 9 . I I .I , ' I I'L'''L''L.'.' . 9'L.99. 9 9 9 99.9 9 9 9 9 : - , 91 I i, �� 1 � l: L. � �, , �I ,�� : I I I 0 ::L:::L.:9::::9 ,1.I I.. .'.'9L9.'.L I I� I ,1 jil, tj 'I ��'��' !� ,�`1 , t : , I "'�� I (SEE KEYNOTE 4) Ll - (SEE KEYNOTE 7) 1 LIJ �; �!: 1 �� I iI ES q) ,-_�CONTINUOUS FASCIA BOARD ; ; I i: I,� I � , �,� ; , , 3 . ��, I 99:9 9.".....9 ''9'L.... . 9 9 9 1 9 9-- 9 9 9 9.9.9 9 9 9 9 9 9 9 9 ,, .:99 999:9::9:,9::9:.:L ,9 9 9,, .. I.. 1 9 .9 .9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9. 9 9 9 9 9 9 9 9 9 9 9 1 1 . ;� 7�, : 2 I.I L. I ... 9 .1.9 I.,.. ,. 9 9 9 99 9.99 9999 9 9 9 99 9 99999999999 9 999999 99999 999999 9 9 9999999 9 , I I I I . 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1 9 11 I I .I I - I � �! L - L I G.ATTACH ROOF TYPICAL AT ALL ... 9 1 9 9 9 9 9 1 9 9 9 9 9 9 9 9 9 11 � I 1� �,'��1 I I r � I I I �� ! i", � i i i i 1,,,,,L" ��!i� �� ..I.1 9 9 1 �:i � l I I l I 1 ;, i ,"� I! I�i: �I I I I; I I ,1.I L L L 9. 1 9 � 9 �,r I I � . I P � �!j,�I I I�ji, 9 L � 3/4"APIA RATED EXPOSURE 1, 48/24 SPAN RATING, PLYWOOD ROOF SHEATHIN I 1�� , �,1,, - , . L i I 9 i�qq�qi�9 i99 9�9 9,. 9 1 9 9 9 9999 9� 99 9 I ! I , � , : r ,:v I,I I �1 �: l� ',;,�I I P� � I , 9 i9 9::9 999 99�I 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 . r I'L 99 9 9 9 9 9 9 9 9 9 9 9 9 9:9 i I , ,i, ;� �1 1 � � 't I 1 99 9 9 9 9 999 9 99 1 9 9 9999 9 9 9 99 9 9 9 9 9 � I �9,�I I ,, I , ! i:I I I N�, " 9 ROOF CORNERS 99 999 9 9 9 1 � � � f �1 ',�, . 1 9 9, : I I ,..9 9 9 9 9 9 9 9 1 1 1 1 L I I I I I L I I I I,, 9 L L L L L 1 9 . L � I , � �"!�I i� 9i ! 1 I �!; 1 l' r: I ,:� � , 9 � � � :�� ;� I I III L 9 �. L L L I L L L L 9 I 1 L � � :i , , 1 � i i i, I I I � I� 1 i � � i i �1!1,i i ;I � I SHEATHING WITH 10d RING SHANK NAILS AT4"ON CENTERATALL SUPPORTED EDGES AND 1. L L L L L L 1Z ,:� �L!; L : '. ji '!' I �Zi I I � I - I L LL L L L L LLLL LLL L LLL L LL L L L 9 . I I I I. L I L LL.. LLL L LL LL L L.L L i L . ,; ," �l : ��, �I i �� I, �, I � I. 1 9 L I I L L . .. I .,I I I I I � 9,L.I . . , : I ,� .I�r i I! I� ; I I L �I '� � 9 9 9 L LL'L L L LL L '.L..I I L L 'LL' I I '.L'L..'L L. IL I I 1 9 1 1 11 I. � � II L L LL L I I . I I :: : ,� t I L 9:: ig ig 9 L L L 1 9 1 I I I I I I I 1 9 9 9 L ��LL�''�' I I,�,�� I , L I I � I� , I�� 1 , , '_�, 9 t i . 999 9 9 1 1 99 9 9,� I I L L L �L��1.,�I LL L I I I � , i I . i . L I I , 999999 999 99 L I I 1 9,, LL L LL L L L L L L L I L�L L�'9 . I L 9 . I I 11 9 1 1:�. 'i�I I I I I I I I "ON CENTER AT ALL INTERMEDIATE SUPPORTS. ROOF SHEATHING JOINTS . 9 9 9 1 1 1 L L L L L�L I � l': 1 i ,I 'l,,� I, 1! :I ,, I : �� 1 BLOCKING,AND AT 6 1 1 1 . 1: I 3 I, ,,L I L . 9 1� i 9�19 19 L L L I L L L L L L L.�L L L I� I� 9 99 9 9 1 9 , I I I I L L LLLL LLL L LL LL' L L L L I - L L L L � � �,I I�� ; I I o I - I L L. I ...1, L I I I ;:I,I �I � ;� � I I, �� I �: . E PARALLEL TO - . - - L L LL . L L L L I L.L. ..L I I I I I 1 9 1 L'L L, L I I � L L L L L L L L L L L . L''1 9 9-I I L L L L L L L L L L L L L L .. I L' I.I I I I I I ,i i'�I I � I I I I L I SHALL BE STAGGERED AND LOCATED ONLY AT SUPPORTS WHERE THE JOINTS AR L L L L L L LL L L L L LL L LLL LL . .L.L L'L.L 'L 9.''L........ I , I � ..L'L.LL 'L L... L'''.I.. � I 1 9 1 � I I � I L L L ..........�� L L L L L L.LLL LLL L.L LLL LL LL LL.L L'L'.L.LL'L LL.LL L'L'.',',L,''L 9.I..... I ,I ,:�I . I� i� , I ;�i , � . . . L L LL L L L i � I I I � LL L L L ,..".1 9 1 �Z_� I I ; I . I I I � I I I I �I I L L L L L L L L L L L L L L L .. L L L L L L 9 .I I I I I 1 9 9� 9 L ---_�_; ,, ,, �,, � I � 9 � I 9 L L L L L LL I L I L .I I . 9, L L,L ... 9 1 1 1 ,� I I I I I I L � � r � I !: I � L L L L. I I I L L L . L L��L L �L L: L, i I I �. 1 i � I � I TH E ROOF FRAMI NG. i 9 . L L 11 I." L L I L::L L L L L L L �, 9 L ' ':L. 'L 1, I . .99.. 9 9 L:L L LLL L L L L - , : : : I i � > I ! i L L::�:::L L L 'L L'L'L' ..9999 L I L:: 4 1 1 � i I I 1 9 1 9 9 9. I L �:L L L 'L 9,9 . 9.9 9 9 9 9 1 . 1 9 9. L L L L � L 9 . L L L L L L . .. 1 9 9 9 L L L L L'L L L' L'L L .9 9 L 9''L..... .9 9.9 9 9 9 ..9 . LLL'L L L LL.'LL. L L L'L' .. L 9'.'LLL..LL L L...9''':9..� .I.9 �i L LLL.L LL LL . 9 9 9 . L L L L LL L L L.L L.'.....L I L L L L L L L L 9 9 9 1 9 . 'L L L I: .L................L I I � � L I I - L L L L L L L.L.L L L.L L L L L L L'9 9 9 L L.L L L'L.LL L L.L I I L L L .9 L'L...........I , 1� I l , . 1 9 1 1 1 i i� : I : i I 11 I I I _� ___ -9- L L L L L 9 1-11, : � i L'L L L I L L L L L L L L L L L L L L..LL LLL L..L L ..'L L'L .L.L.L.L.L'.L.LL LL.L'.9.999'99.99'..,9.'.L L I i � i, ! � 1 1 C U P 0 LA RO 0 F L',L L,. L L L.LL L..L,'...I ..L L.L.L...1. 9:.9 9 . 9.9. . ''L'' 9L L.L L L :1�' . I . 9 : L I,. L 'L 'L 'LLL L L L L L'L I . L L:L:L:L.....,.9 9 9'9: I L L L..L L L L ',',',L.....L..L.L L .......��L L ''L L L'L L '.'.'.L.. . L L .. .''L L L L L L...L'9'9''' - I � 1 9 r: i , 1 I I . /\ I I I I. .9. 'L... ... � . � I � I L i I � � � 1 , ; ATHING.ATTACH ROOF I I I I I I I .I I.I I I.9,.9 9 9 9. . I I L , I.L I L L ...9.9.99999999.9,9.9.. I �.�:-� I �I , : �, 1/2"APA RATED EXPOSURE 1, 32/16 SPAN RATING, PLYWOOD ROOF SHE I..... L � i L I 4 � � ,I � � i � - 9 9 9 1 1 1,I".".I I I .1 9 1.99 1 I I I I � I r L � 1 99 9 9 99 99 9 1 1 :,,,I. . II I I 1 9 � I � I I t . I I I I! ,9 9 9 9 9 � � :9�,i i� , li I r , : I � I SHEATHING WITH 8d RING SHANK NAILS AT 4" ON CENTER AT ALL SUPPORTED EDGES AND . I i, , r I I i i � , f I I L �:';L� �I I : � ; L ! L I I I I , l I � L i 1, _'N� LL�L�� I k"�I 11 . � - � 1 i II, I I : t ; I I rA I . I i 1 9 � i � L i , L : : i : � , i I E SUPPORTS. ROOF SHEATHING JOINTS I � : �ii, ,. L I I : I I i 2 BLOCKING,AND AT 6"ON CENTER AT ALL INTERMEDIAT ' I L' �' : I 1 9 1 � ',",I I � I I I ! f i � - I Li � I � �1 , i � I � �I 1� I I I I i . ,I, I I I I I i�i � L I I ., � I I : I � 1 , SHALL BE STAGGERED AND LOCATED ONLY AT SUPPORTS WHERE THE JOINTS ARE PARALLEL TO / � - . I I I I. r 9 1 � 9 FRAMING PLAN ! I I - i SCALE: 1/4" = V-0" I I -1 . : I � � I � i � I I ��Vol . . I . I I I I - , I I . I I � ,9 ; .� : I, � � ! (a IS � � L, i . I I I Lr � i I I � � I I THE ROOF FRAMING. � I I . r I x � I i i I i � I I I I I I l 9 i i i i -_ -9- � I I I � 4 I - -- � I I L ( L I I I i �I � I � I � I I 11 :� - � : � , I � I : i i - I I � �I ! � ; � : I I, � � : . r X/4 , I � I ; � L � 1 1 � I 1 : ,1 i 9 1 L . , I L � I I � I I � I I r I � I I i ; -0"MINIMUM FROM EACH . I � I � I I � I Z I I t L, � ; PROVIDE CONTINUOUS PIECE OF PRESSURE TREATED FASCIA BOARD 8' GIRDER TRUSS STEEL BEAM BEARING I j, 'i � I I I ,� � I ,� �, ! � : I I I I I , � � � � I a -ZIZS - -4 1 I I � � I I � � 9 1 � � ,�' i F -- � L � � � I � � I i ! ! I CORNER. USE SINGLE CONTINUOUS PIECE AT EACH EDGE OF CUPOLA ROOF.ATTACH FASCIA - . .1 - __----- 41 1 1 1 � I � 1 3 � I I I ELEVATION +131 1 : !l i ! . � � I I I i � i . II � i i I ! � � I �I � 9 � � I � I I I I i l I i � I I A r "STAINLESS STEEL WOOD SCREWS. I I i , ; � � : , � � L � I : � t NO. I REVISION/ISSUE DATE , I i I : � � I I � ! BOARD TO END OF EACH ROOF TRUSS WITH (2)#1 OX4 I � 9 i c I 7 I i i �I ,1 ! - I I ! � ; I I I i I I I Z : I I .----__ 11 - I � : I I � �� I I i I i i ,o I � � � , I i j i i - I I I , � r i : � i I i , � : � , � � i I I � : I I I I i i i 11 , l I I � � I "STAINLESS STEEL WOOD � - . I I I I i � � � I I i � � i I : � i ATTACH FASCIA BOARD TO END OF EACH ROOF TRUSS WITH (2)#10X4 — i I ! i I I � I : I � 1 : i ! 1 ! I r I A I � 4 1 1 , I I I . � L 9 i 11 I � 'i � � SCREWS. I I I I I , � � i I : � I � r 11 L I l � � l � : I I I � I---- — � ri I 9 l � I -_-, I I I I � i - ! , � I � �,I I � ; 9 � � � 9 1 � _,� � I 1, I � r I I I i I I � , ! � i i � I . CMUCOLUMN WITH CONCRETE I L I I i 1 1 1 i � ri I OVER POUR CAP BELOW i I � ;, I I , � 1� 3 i t I � l 1 l , ,� XTEND I ! i� I : � I ! I ; i . � PRESSURE TREATED 4X4 WOOD CUPOLA POST(8 TOTAL). CUPOLA POST SHALL E -i-,�, I I � i I I �� I � I I ; 1 9 - I � I r I "� I I I � , I , ,. � � . � - I I I I i 1, 1 4 1 1 I I � I, � ! I ,I L r_t - I I ! j : � I 5 OTTOM CHORD OF ROOF TRUSS TO BOTTOM OF CUPOLA HEADER. FASTEN i I I �il I ' ':1,� t el� � � i , CONTINUOUS FROM B 1 9 1� I I I � : � i - : � �, � I I I j, I i I I I I �. � � , I 7 � I, � I -1 --l" � ) ;, � � , , i "SCREWS. 1��7 1 1 ... � i 1 3 1 1 � , I � �� I L F I � �:� I I i I I I I TOP AND BOTTOM CHORDS OF TRUSS TO EACH SIDE OF CUPOLA POST WITH (4)#10X3 I W1 6X26 I I — — - e - -_ - _ - ROOF FRAMING . I I � � [ , I �, , � I I l l, ii � ,� I I I I i � — - � L � �, . I : T4i i � I I- - - - . - - � 11, i 1� 11 . 4 li I I lk j � : � � .- ii . I I I I , I 'F . I i _____ ______ I 1 �� I � ; __ : I � i � 1 � 111I � 1 � i � i , I I , I I ____(�) I N ; , ; ii: � i :L � 1,� � � I i f I � , �i i I I I IL �j;�I I I p � . � � � 1 1 � i PRESSURE TREATED 2X4 BLOCKING BETWEEN DOUBLE ROOF TRUSSES AT V-4"ON CENTER. I -o-_j , L__ I L 1 � , I �L � I : � � I � 1 1 1 1 1 _ , : . I 1 I , ; . , I I ,�I � 11 I r i i � � I I . r, � � � i A I ! I I : I � I 1� fl i I 1 I : I FASTEN TOP CHORD OF TRUSS TO EACH END OF BLOCKING WITH (2)"Idd END NAILS. FASTEN I I I \ � I I I I I �, I I q l , I , . I � I ` L 11 ! � :! li I � I - I �l 1, I I : , i I �, I I I 11 � � � , :: , I 1 6 CUPOLA WALL SILL PLATE THROUGH ROOF SHEATHING TO TOP OF BLOCKING WITH (2)#IOX4'- I \ t PLAIN 1 1 1 L li � I - i �, I ! . I :! ; I — � !, I � i 1 . I ',j 1, I : n il , � I I , : L : �, � � i I ; - . I I / 1\ . �� 11 - I t I � r � t � �� - ii I � I 1 9 �� ,,. : I I ; � � i !!,I � I I � I I � I ,, I I 1 : : I I I: ! ; � i ", � I I � I SCREWS. P ,, L, I � 9 i I I I L I ; I I i , 11 ! : I -_------ 1 9 1 1 I� I i� i I � , � 1 1 ;: � I L -_ 9--_ : f � I j 1 I I � , - . I I l l: , I ! : � !� ; 1, I L I I � I I I ; I I I i�I i 9 1 1 t L I i I �1, . , I � I, , ,� ! I � I I I I 9 I� I ,I I PRESSURE TREATED (2)2X4 HEADER WITH 1/2" PLYWOOD FILLER PLATE SHALL BE ATTACHED TO . 1, i� � i I I I I : I I � l l , ; l I , � :� I I r I � � I I � � I 9 1 I t I r�l 1� i I ! I ,I I i I 1� � � L 1 1 �- I I,� I ! 9 1 L I I L, " : I , � � , �,1 1 !" i � I,I I I� I . � � I I� � I i - �I ; I � I I i, �� ,,, � , , 9 1 ; � 1 j 1 1 ! - I I � � , -, i" ;� : : li . , I i � , � t . L :1 INTERIOR WOOD CUPOLA POSTS WITH SIMPSON AC4(MAX-)POST CAP. PROVIDE 45 L \- 3 , � I i ,: I � I I I THE TOP OF , 1 :''! ! I I I i � � I � 1� , , I i % I . � � ,I I i f I I � ; I L � 9 ,I I I i�, , , I . I ii � : i 7 MITER JOINT AT INTERSECTION OF HEADERS ABOVE CORNER POSTS. FASTEN EACH HEADER TO I TYPICAL AT ALL I I � , � I, i[� , : �9 1 1 , � I : . I k �, i � EYEBROW FEATURE . � I I I ,�! 9 �: " I I ''I i - , 1� I I I I ROOF CORNERS , I I I I r :: � I I I i I 11 I : , I I I I . �i: I I . I I; i I 19 1 1 ! :�� ! � i,� ; 1- I � , 1 (SEE KEYNOTE 8) . I I I I � � � � , I 1 , , I i � CORNER POST WITH SIMPSON LCE4 POST CAP. JOIN HEADERS AT INSIDE FACE OF CORNER I , 1 j L 9, I I[ ! � , � I � I ,�,� : �1 . �.� I I�', . I �� I I I I , ,, �� I I I : I 1 1 ,�9 i Z : , I - . I i � I � I , ,� :, � � c, I I �i 9 1 ,I � .� I ; L � I i� ; I, 1, I I : INTERSECTION WITH SIMPSON LS30 FRAMING ANGLE. [I I I � :� I� r 11,-I' $ � I � I � � - � ,� : I � 4 � �j j, " I � I � : � ----.-- -_ — ) i ! I . , � , L'� I ' �� :� : I I � : I I � : !,� II I i� ", I I I I - I I �' I I . I I r:� , , i I 1 l�:� ��, �� i i IL � I I ;� I , � I I , I I I I �� 9 : I � , r � I I I I I � , i �!, � �� ;L � � � ; 11 I I ,; !: PREMANUFACTURED EYEBROW FEATURE SHALL BE FABRICATED AND INSTALLED IN I � : , �, ;: 1 1 1 , f il , � I . I I I � I 1 9� i I I: ; 1 1, 11 . � i I I �I, I, � I � !:, I I I y I i I , I i:, I :i i I I I I ! ! ACCORDANCE WITH THE MANUFACTURER'S SIGNED AND SEALED CONSTRUCTION DRAWINGS � i :�,�r ; l � r � r I � � � I 1, I L l L I I � � . I I I , t . : ,,, � ,� I ,I I � I I , : , , � � I I I i, I � k., � I � I ! I 1; I . - I, , �i �' ! i I I� 1: A I I I � 8 PREPARED BY THEIR DELEGATED ENGINEER.THE EYEBROW MANUFACTURER AND CONTRACTOR I . � I r 1 9 ,� I i I I I [L � I I� : ! � � j : , i � , � j I i �Z I . � I I I, I � � � � : � :i 1 1 1 � � ; � � I . ! I � � I I I I /1 9 1 ,, , I ! i r � a i, � _"� � � � � il � I I ; � ill , I i � SHALL COORDINATE THE LOAD REQUIREMENTS,ATTACHMENT METHOD,AND ATTACHMENT � I ; t � I L I L � I � � 9 - � � I :, t I � I I L I I I I � � I � � K A ROOF FRAMING PLAN . I � ! i� I I ! ,I : � I � LOCATIONS WITH THE PREFABRICATED WOOD TRUSS MANUFACTURER. I � r 1 14 1 1 i � I i�� : I � � I I 1 9 1 � I . I �L L I I�� . l I I . I I I � I � I i 1 9: � i i I I . . I � I I I i I : I F ! I � L I - �, � i , 1 Z I I I I t , ; , : � I ! 'i l � I I i� � SCALE: 1/4"= V-0' I I � I 1 9 L i I (a ��o I !� ! , I I � 9, I I � , � I ,1 i � � I i, I � I , , I I i ; , I � ,I � I � � I � , L I � I � I I I I I I j 1 9 :, : � � i � I I i� � �� :I � I � �1 1 � :I � ! �I i 1 �i I I . i � � 9 1 � � ,, - �� 9 i I I� I � : [ I I � I � . - j 'L � � I � , I I I L i I � � , , l� � I I i I : I L I . [ j � I i I I i I I� I I I � , , � I � I I i I , I I t I I � 1,I I � I I�I �; r 1 . i I - i I � PERM-IT DOCUMENTS . ' � �� l, , � i 11 I i , , I 'I I I ! : �L:l� I I ,� i i I : I . �9 1 �,I i I I I I I I I I - .- I � i 1 9 !:, , i I I L � � I � I � 1 1 : I I I 1 9 i I I� � I I I L ,, � i I � I I , . �� I : I � � I ! : I � I I I , � . ,� I I � I ; I . I I I ' � 1 � ,L ,� I i I ! I . , I I I,� , L � I I I I : . I I I ( 7 1 I � I : I I I i � I i � I , ,I I: i � � , �� I : I : : I . 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I . : I � : l il . l I 1/2" PLYWOOD . � � 1� I Ill - ! :,I I , I - I ,- i , . . .Fleet Landing i I ! :� I � � i� : ii, I i � ! i I � i : - � I I . . �, 1 jj� I � I � . !. , I � , ii t . . � I ; I ! I l�t i �l�I� , , I i �i I :I - ROOF SHEATHING I I I .. . ' 'I l I I I 1 1 � I - TRUSS ATTACHED TO TOP i � � � �; i I I I l l - I I - ; j , li! I, I I � � I I l : I I l I . 11 I I ll,�0! 1�! (11 i 1� : i I �� "';I � I'� !� I I 1 Fleet Landing Blvd I I ,��I ,� , i i I ! I � I - _ � � I ,I ; I 1!� PLATE WITH 8d TOE NAIL I !I : . I , ji: � � � � I � ! 1 1 � 1, � �11 � : � ; � ii, � � J! l;, I� :�; :I � �l! � �I : [ I I . � -- . � I � .t,, t� , l � j,l ! ! I � I I �, . , I 1 � . I , AT 6"ON CENTER I � � 1!I ''� I l ;: I "�:� I�I � , ,ll i \ , I Atlantic Beach, FL 32233 I I � I � i l : f �; I 1, , � :i , : i I I : . I i l � I� :I I � : rl i ` � l : 1 1 I ,:. I � ,�:, I�i I I ,I � 1! � 11 I I : i I I t� 'I', I I I � �:1, �5 �� : � 1: : :1, � I ,� I � I I I � 1i i i i I I l I PRESSURE TREATED 2X8 WOOD TOP I /: it l l �!:'' l ,�; ::I ,� i i � I � Ili i ;' ,: �,�i � I I : ; I ! 1 l 1 l - t 1� I � : , , : �l I I . � I I , � � � l i I ,:, I I ! j I x I I I ! I � I i i I , ';� � I \ I i � � �� : ! i PRESSURE TREATED I i :1 � i ! I ! 1 � : PLATE ATTACHED TO TOP FLANGE OF . � I �f II f I,, l I I I ll� I I : I I I � I I I . I I � x - ATTACH TRUSS TO TOP PLATE � I : � I I I ; : lz � : i, i 11. I : � ; l� I i : : : � 1 2X4 FASCIA BOARD � , I � I i I' � I �, 1:1 STEEL BEAM WITH (2)1/2"O THRU BOLTS I . / I � I i t I r I I I 1 � � : I I ! : ! � ; . � � :,, i : ; I I � �I I r I � I I � �I WITH I TOE NAILS EACH SIDE I ARCHITECT � I � 9 I� ! 11 : I ; � � i 1 I I ,� :1 I ,_ � I . i - "ON CENTER, STAGGERED. , I � � !'i I �, I I I'� 1 : l : � ! I . I AT 2-0 . I . . I � :I I � l r � , ;� ,� I : l . . 11 , � � : I, I � : �! � i : ! i PRESSURE TREATED N AND SIMPSON UPLIFT CONNECTOR I I i il I I ,� I ��_` ,I � I i� 11 I !� I I 5 1 � i I I . i 1� : � I I I I I I 1� I I i , 11 1� �: : j� : ; ! � I 'H 1/2" � ?, N I I I I I I � I : I � I HEADER WIT � � � i , � I � ; � � ATTACH TRUSS TO TOP PLATE PRESSURE TREATED (2)2X4 I r 4 �� I., �: ! � , I: � � � VIA Concepts, LLC ]i , � I I i I, I : 1: I I I � ,I 1� , : , I I � I : I � i � I I I I PLYWOOD FILLER PLATE �e N SILL PLATE BELOW LOUVERED I � . i : t I I I 1 1 1 1 1, � I 1 1, � � I I i � � .� �! if I I : I , WITH (2)8d TOE NAILS EACH SIDE I I , I I � I I , i I it 1 . I ; . � I I � t I � I 11 � I � I � I :1 I 'i I � :: ,l I !� I 1, I i . 1807 Third �Street North I I I� I I I 1: :i i, I AND SIMPSON UPLIFT CONNECTOR PREFABRICATED � OPENING ATTACHED TO WOOD � I I 11 I . Jacksonville ea I I ; , � I 1, ,, � I ! I : -- , 1 : �i t I 11 1, I I 1: i � -Z � I I i I I - I � 11 I I I - . B ch, FL 32250 � � � I I � � ! I I WOOD ROOF TRUSS CUPOLA POSTS WITH I I I i � I I I .i 1! i : I � 'I I , I � I , I I � I I I I i I it I I � I I :,�; 1: 1 ! I I �:, I 1. : i CONCRETE TILE ROOFING TOE NAILS TOP AND BOTTOM M26001354 I � t I � � 1 i j I ! i . I I I I i � : �, !, � I I I � , I, I I I I I I ; � l� 11 � I ; I i i : I , I I I! i, :I I � I I I ! � , I I : I I (SEE ARCH) . - - I I I I � � � : �t l� I I : I 11 �I! ! I I I I I I I I I I I " I - i . PRESSURE TREATED 2X4 INFILL I I I I � I � 1 � p I : � I ! 1� 11 , I . : ! l I I � I I I I . 74 1 1 1: , I �. : if I � I . I i I I , , � I 11 : � I I I I I l l �! I PREFABRICATED ____� �_ . ' I I : - ,: , ; I ! I � . � I � : i ; � I t ,� I �� :, I I I I 11 ;: . — = i � I : I I I I i � l� : � �� I I WOOD ROOF TRUSS-----,,,.., 3/4" PLYWOOD liiih� STUDS AT 1`4"ON CENTER I I l 11 i I . 11 1!I I I l ! � 1 j 1 , ,� � I I I STRUCTURAL I I [ i : � � i . i f, I I i I I t � : �i � I ; I I I I , % - :� 5 ,, : I, � . � i. f� I I I � I I I i - ROOF SHEATHING I I � -, I I i 11 i ; , , ,e I : ! l � : , I 1. I I , I ; � I � T I - I 11 I ,1 - I: I I : I ! � PRESSURE TREATED 2X4 I 11 � I . - - I I ;! 0 I l � i 'i I i: : � j ,I I I I i �l -- I I I I . i i, Ili : If I 1� :11�� ,� i � i : I I if I ; I l 1 I - - Ill CUPOLA WALL BOTTOM . Latitude 30 Engineering � �, � " , i, lii � 1 '1� ill I � t I I I I I � 11 � , ; l I I ,!.,::I , � I I I : .1 i ! - I l "! 2X BLOCKING BETWEEN - SEE ARCHITECT FOR . - I I � � I i, , I : t I I - . I , � , � , � � : � � I I l� i �� I i 1: SOFFIT AND DROPPED I � I I � ;" �, , , il PLATE ATTACHED THROUGH �,l [I , :1 1,� 11 1,j,1, 1 ,� I I I EACH TRUSS ATTACHED 0 - _;,:�:� - 1 ��3: ;;1 , �I " �;L 1" ", � I I I I : i I - 1510-B Second Street South I , lii� " : , I I � �i i: "I ,� I - � - � 11 �, :1 I I I I I l , " � I l :� 1 I I :I � �t : 11 ROOF SHEATHING TO EACH I , I I � " . _l I 1 11 Ir � i � ; ,,, It : �j l � '! ! 1 ii, I I I I i I - 11 s" ,�, 1 4;t 1 I'i ,,,4�� 11T� Lll 11 - I TO TOP PLATE WITH I -1 CEILING FRAMING . I Jacksonville Beach, FL 32250 1 11 ! 1, � I , �1111 I : -1 4� ,, , � �, : � � � I - I �� I � I I'll I I, I� i f �� 1 : 1 �! — 1, It I I I� I i i i, , I I , � i 1 TRUSS OR BLOCKING WITH � I � I I 11 'l, , 1 x : �, I , , 1! I 'I TOE NAIL AT 6"ON CENTE 0 1 1 1 'il I r � I I�, fl� �!;, � _-I'- : I 'I l ; Ill i 11 ? i;, -i: l4:1�;;"l ir I I, � R— I . I ��, I � � 1 �� 4' i ! ; 11 � PE No. 58773 ,�,�I �,i; � tj� I , ; - �� I I: I I 1: ; ;I I iii,i�I ii, , .,� - !, I I� � 111 l ,�il 1 . � I r, ; :, � l'i , �, � . �.:�� ll:: :: � ; �w c � ''I �� I � - Z_ I I SCREWS Certificate of Authorization No. 2156131 I �, I i � ii� � I I" �l; 0 1 , � ! � � , � �� i, I I 1 1. , 1 'I: - I I �:i 1� � � 1 '! : I I I I �, i�l 1 � 0 PRESSURE TREATED , I. .I f� ,I I , 11 I 41 I � , I � : i, � i ��l .. � I � I 1, 1 .1 '' , � i _1� 1 -1 , I I � I I :! I i : ll , �,- �� - I I I i ii 1, I ii, I , I 1,; � � � t I 2X BLOCKING BETWEEN EACH I i I ,, � . , - �i :1 �� I � � �l I j, I - , I iii I� � I � � - 4 ; 1 . 2X10 FASCIA BOARD ----\ , 1:i, , , I � " , , i I 1 i :� I; I I � i� . I 0 � I : 1' ' I �� I ; .1 i I i I I 1 1 1 � I l� � I ,I I, I � i 11 r � ; i : I i i� : i 1 1 1 : 0 - x - -_ TRUSS ATTACHED TO TOP PLATE �� I I ii , I I � � i i , . : � : I I -_ � I � � I , r I l I I I � I I I I I ! I l �� 1 : i i I PRESSURE TREATED 4X4 ELECTRICAL I I � : �' � ::� ! ' : I i,� I i : ! : I I i 1 1 � 11 i I . I I , ��1 ; --- WITH I TOE NAIL AT 6"ON CENTER I I 1� , I I I !, I �_ I 1 1 ; . I I � � � I I � I i, , : � I : I I ! i I 1 1 � r I� "I I ; �� i r i � � 4 WOOD CUPOLA POST ' -_----_ I I � � l 1 ! :� ,� , I I i I , i -_ , � I '171, � I � - , .1 I � I - I , I �I I I � I � I l " -, � I I � li I ii% � I i I � � , I I ___*� - � I CONTINUOUS FROM 7RUSS -- Di Hunter & Associates, Inc. , i I i , ,� : I I � ,I - 4. --_ PRESSURE TREATED 2X8 WOOD TOP I i� I � � I 1 l I i I l : Ii : i I : I : i : I i l "i 1 1 i I! I I I ; l !, I .- I . %j 4 Eii : I I I i 1i I I � l l a , \ j � : , I � I I � --I------ BOTTOM CHORD TO BOTTOM � I i C � � ! I i : � W1 I STEEL BEAM �, I I I I ; : ! : : ! I I I : I I I � / 7 PLATE ATTACHED TO TOP FLANGE OF 1229 Sumter Square Drive West i'� I I ; � I � : - . . - I ,t � ; :� , i I i I I i — 1� \-r TOP OF CONCRETE/ ,� � � ; : � I I i i� I l I>< OF I CUPOLA HEAbER----- / \ ___11 I I : � I I i I I � -1 I — - � : i I i � I STEEL BEAM WITH (2)1/2"0 THRU BOLTS i I I I � i 11 I 4 i �, i; if I � 4. I " � Jacksonville, FL 32218 � I I � � � , : I I I : � 41 1 � I � . AT 2`-i ON CENTER, STAGGERED. I ;, I I I - , ; , ,I !I � - 1, I : I I I � I I � I I i ,-I I -, PE No. 53375 � � - I l I I - I I : /1", - . ' ; , :: � - � I � � I � I 1 � : - I I - , 1: � �_ . -H-=- 1� s � I - _� , � I ; I'; 11 I i l I i I - I I . � 11 � - ---- 1 , ii I . , I � I !� : ! � . - -- /,--ATTACH TRUSS TO TOP PLATE 1,; I : 1 1 : � 1 I I �� I � , W21X57 STEEL BEAM "* Certificate of Authorization No. 9892 : , � � l : I ,�l i � I I , I I : I : ! � I I � I 1\ L , 11 - :� " � I ,,�� , ! , ; � J" I I I I TONGUE &GROOVE - - �� : ` I , i , "I � I I � l I�i�� L, � 1 I� , ! " I i i I - I - - I 11 ,� ,I i I �� , I I � I � . �� I i . - I� - - - WITH I TOE NAILS EACH SIDE I ' ' � 'I, I, I I I 11 I � i I I ii� I I i I - . I I.. 1 1 1 . , ��1, I I 1 ! I . " , ! I 11 I , 11 11 I I 11 � �� -, ,,';� � I i ;rl , � I 4 I 7 Ir - ATTACH BOTTOM FLANGE OF W21 � I 'l, '' , 11 - I � �� I �, 1, N jj !; I i ,I I _____ : , ,I ''i, , ��, l . n I , i''I I,i � i A i, WOOD CEILING - I , ,�� - i j III . I .1 I ,.I - - - , , I - I � 1 A �,� I .i i � � �. I I i - . I - - AND SIMPSON UPLIFT CONNECTOR , f � I I , ,I I , , ��,!� , f i i �I�:�� k �� L I i i � il � I I � � J -,11 . - - STEEL BEAM TO TOP OF COLUMN -_ , t I 2� , I , , 04 I j :1 it 1 (SEE ARCH) :i 4 ,, l i ,, � I "� ,� j��,�I �, I I 11 � � , - 1, � I� �,, , ,j , I ! 11 I � � I , , I H � I 11 - .11 1, — I- . // -I-- I I � �I ,, ,�,`,' �,� I � I � j 1 I "I I � I li : I I I : - "O X V-2"ANCHOR i, 11 :,� -_ ��..� � ,�, I ,�_� -il�� I 1: f , � � i : , . . -_ I I I'm 1, ! "; ii j 1� �, I 11 I - WITH I 1 I . 11 -l r I , l� � I , " I� , � ; l i 1� , � I -00, - , , ' ' -_ - �, ,: " -� I i I� : -1 �:, __ I t 1 , l� � i , 11 I �l � �� I 11, " 1� 11 i I I � I I ; - i CONCRETE TILE ROOFING ; � li :r ) i I 11 - - , 2X4 WOOD X-BRACING - ' I :_��__ i i I I I I I � X Z I � � , FORM SIDES OF CMU COLUMN - � - - BOLTS. PROVIDE V-10"SPACING - � , 7 I: ! � j 1" : :1 l ll I I I �� '' I �, � - - I �1 ;t 111. i �il : , � f I i � ' ' I I ::: �, �� - [ I , � , I I li, I ; . l4 !� I l I - ATTACHED TO EACH CUPOLA (SEE ARCH) I ;; , I - Z � ;; � i : I l , AND OVER POUR CONCRETE ::::,� :::: � ,� BETWEEN ANCHOR BOLT PAIRS. * - I I , l I - i i I i �; ,� I i ! I - M im - . - I " I I I , , ,I � I � I - I 1:� , �", � I I � i ; - - ____7_ I- POST WITH I NAILS I � i I � i : t �, �, :;� � l I i I TO INDICATED STEEL BEAM - - . I - - - I I . I I : !i ,�j' fV11 [ I I I I ,, 1 3/4" PLYWOOD I I � � f , I I I i I I I I I - - � - - I , � � I I I ; I I I i � � - - - I , ,! ;i, , ;i� � I � : I I - � I I , , � I I 11 . PROVIDE NON-SHRINK 5000 PSI . . I i i I I " � �� , ,il ,�-I, 1[!�� I ; : I I . I � BEARING ELEVATION 11 1 I I . 11, � 1 :� :�� I � I I 1 - , - - ROOF SHEATHING � I I � ,, I ; I � iii I . I � 1 !� 1 - I , - , CONCRETE GROUT BELOW - --_ I , , . I l: I . 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I ,,,,, ' 'l 1 � I �� , '' i, -1-I I ERTICAL BAR - � . i - — I I - �, Z �l �'', I I ., .P � , � ! , , , , ::: � L - PREFABRICATED I - I � � � , t , I :j,:, i , I � � 1:i . I � I ��i I I I'�', '' l�;, I � I i t - - _� ) I � , , , I � i i � 4 i i : - - - - � , � . I . I . I I � , , - � t 1 'i �� l: ii �ii! � ,H1 i��,��, I � I � I � I I - __,_�, I I I iiii :l,, i'l I � �� I i l ! 1 7 � .1 . , , � WOOD ROOF TRUSS- BRIDGING PER TRUSS � I I , , i� i� ; 4 l � �J . �� I , I Brian Burke, L.A. � - , I- : I � : I , � - . - � i ::iI ��,�,i[ i ! i I , I �� - - 1 4 � I __; , � I � I � � I I I I ; i I: I - - � , �i: I I I; : I - I ��;�,',� kP, I . I PRESSURE TREATED . � I �! � � ii �� i ; !!; �![� , i , - - � x � I l I l- , � , j! I � ; � -�. , I , .� � � � i I I ,iii ! , � ,� , ;, ( � - I . i , , � � I , I I � � I I I � 'I � t .; � �� I � ,�� I : , I I l� � l:� iii, 1 i I . � � TONGUE:&GROOVE 2X1 0 FASCIA BOARD - , � I % I , �� I � I , � 1 4 :I I � ____ ,_-, . I � - 1015 Atlantic Blvd 11 . I I � �; i i,� I i I I I : , ! - - - � - I . � ---- I " I :l : �i� 'l� ,!, l ; f I � - I - - WOOD CEILING lio< __� . I I I I I I , - � �, 4 FASTEN TOP AND BOTTOM -11 ",''", � . r, � , � 1 i : , I - � / I.......1.1.1-1 - I 1, i !i ,, I I � : I i, : � I � i - ...�.. .... . Atlantic Beach, FL 32233 1 1 1 I I I I I � I I :l I l ! li I - I - - - -7�1 I - — ............I . .., ."...." I - I � I , I I � �: � I � i j I (SEE ARCH) I ��I , I I I i I I I - - ..:_ I I I l I I CHORD OF ROOF TRUSS TO -- I l 1� � I i 1 : I i � - ,:..:,. i - .1 I I I I � I I ! I 1 - � __ I I I . : ; I, i I l . I: . � _1� . �. I I I : l , � � � l m.--iii..-_,, ii. . ; ::��:��:��: License No. LA0001260 � I ) '�- I I , I I: �! , . : � � I i EACH SIDE OF CUPOLA POST � W21X57 STEEL BEAM I - I . �. i : I I � � I I , ; x -:::�K EL+13'-9" 1 �� ,� � 1 1 1 1 1 : I I - j - - -1.� d - I . ; � I I ; I : ! '� i - - � 2'-i X Z-101"CMU COLUMN � � ! � Ilk ..� I I I �, ',�, � I I I i I .1 � I I � i; I I 2 1 - - "SCREWS m:?i I - . ::_:::_.::::� I 1 ;7 6� 1 � I I � I I � = " I �: WITH (4)#10X3 I I I I ! I ! I ; - - __----- I 11 - � � �. . � . . .........�___ ......'...._ - - . I I " - '111 �!:��:!!�!��i : �I ::, � � :_:__:. , I _7_� .11 1 I-, � � � _:,:.. :�� I I .1, 1 "t, - I ! I : : 1 � I l ! I � I I T STEEL BEAM BEARING �� I �.��:�:�:�� :��:::,�: � I I I . - - � � : I 1''. � � � � I I . I I I I i - - . / � �� - - I � ; I ; I I I I , - M-' � � �� .1 ..� ',::.�. �� I � � i - � = � , 1 � I ! � I I : 11 .. I :�:::� -1 , � i . - - � ,. . � � j I I : 1� i ! � 1 ! _ . . � I I - ��- �� . ��!:�::�� ...'' � .. - - � 1.1, I I �'�� " i ! I I : � -- � ,.... - - I � �I .... 1. .....�.�:::..::�,: �:� .::::.�::_::�:�:::��:::::� -, I I I I I I ! � ,�, I 1� ! -I � -1.I--�� .... � , . . .. . �I 11 1. I I I ( I I I . - I . . �. I I - 11 � � � I � 1. I I ;I �! i l i I I I � % 1 , - ,I " I 'll - � . . 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REVISION/ISSUE DATE I Il. I I : I I � , l ! I I I I ! : ! - 1. - � :1 � � ! I � I � 1 i I I -1� - 4 -�� - - 4 -1, --- . I l ; � ! :, �.i, I 1 : i - 1 �. -I CANOPY COLUMN , _ � � I i I i i I 11 i : � ; I ; � i !I I , -�.m -� _ . I � I i� ! I � � i l , i ---- w*w I . I I I :� I � I ; I l � iii. FACESHELL AS REQUIRED TO INSTALL I I I I I : I E : ; . 1 1 l! I i : - I- � _ ,� - ---I .1 I � i 1 , I ; ; i� ! : I I : I I 1 1 1 - - - - I - - t 11 1 1� I I 11 I � i I �: I : l I � . ! �, � i ,, :, I i , � i - - _ - - � i I I , ! I 1, I� I I ,I � �, 1 ! I ! I I : l I - � - 4 . - I - � - 4 ,� - , COLUMN TIE OR PLACE REINFORCEMENT IN I � � I I I I i I I I I ; : � i � � - I - �I I I � i I. ,�i I I� � I I I I I : 1 ,i :, 1, ! 1 1 1 l � , 1 1 � i 1� � � � __ � ::� �:1, I : i � I - � : JOINT BETWEEN CMU COURSES. REBAR 1� � I , 11� - I if - I !I ! 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I ;I I � I z � It , I I li I I I I I � I . ; , � I i� [, i it � � : � ! � ': � � I , I 1 1� � � I � ti i�, r � I . i� ; I ; � 1 I � I ! 1 ,11 I . : I I � � 1 : 1 I . � i I I i � I ;1 I I I � 1�' I I �� zi [� �1 , ,�!: i i, 12 I i 11 I I I I �, �i , � I:, I iii I I i I i � I �� I ji l� :! 'I All " I ; � I I ' I I I I : ; ,� I i : : I I I I 11 '' , 1, � �I I ! I I � . I - . Cochere I , I I , I I; , , I ,, I � , ': : 1 i Port I i -i i Vi: ': I 11 ; I . - I � I I 11 I I , I '' 1, . I I ; ;11� I , F � l ` J - � i , , I 1 ; i � l: 1 � � j : �l; I I t , I . . I . I :1 I . i i ' ' : :1 : i � A . " : it I ; I : � �� 11 I I I I � I i i I I : I i I t, , , ! : : � I �,." I I I; , , � � I I ; !: 1, I" I'. I ��' I 1, I , � I:; it i i, �� , � � :� , i i �. I � � � I � : I ! 1! I I :! ; i I 3 ! I I: I, I f, ! I � �l l I I � I I ! , � I I ! I I !� � I V I ,!! i: : I , � i : i � , � : I I ::i � � : I I i : GENERAL STRUCTURAL NOTES: .i., I ; I , I I , :I I A I � ;�1 , . - _! i ; I!, I I : �: , . . , I I I � � � 1:� ,:� 1 , 1, ;I I it , I I ., I 1 � I ! I- I i I : Ij I �� I I : 1 : � . � , 1 ; :: I � l� I i: � I � I �i ) . I � I I I I I ; � � I . � I 1 1 � I � I ! , 1 11 1i I . I , , � ,;, :� 1� : :1 � I � �i 1 . I � � I I :, . � I ! ::!,I, I r! 1 , !, I l : � I I � i 11 �i I I � � i I . Ill I I I i, � I I I 4 1 1 i I i : � i i t � : i I , � � , ,V I I I i I . � I I I I . ,,, � :1 .. ,� I , �1; : 11, � :: I I � Li � I I I I � : ; I : ,. i i I ,:I: I � �� :I , : � , DESIGN BUILDING CODE � ��L,- ,i,. -, � I I i I � � _ � !j! �: � : I Boilding , 3000 1 I 1, 1 ;� � I � � I :! i 4 t ., REINFORCED CONCRETE STRUCTURAL STEEL 4. THE CONTRACTOR SHALL SUBMIT DELEGATED STRUCTURAL ENGINEERING '.1 , I 1 11 I:: i I� I I ; I I i , I : I , . . z I I I ; I I � I a. 2010 FLORIDA BUILDING CODE, BUILDING � I I I 1: I I I , �, : I I i� �� ;: , I :�, I !I i I � 11; I I I 1, � I'i " , � : i � I � I � I ! I I 11 . DOCUMENTS FOR THE DESIGN, FABRICATION,AND INSTALLATION OF THE I V t L I I i !! I b. ASCE 7-10"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 1. ALL REINFORCEF,CONCRETE WORK SHALL BE IN CONFORMANCE WITH THE 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE �..., ?'. I i � 1�� i : 1 � I : I 1! I� � � � � � t I !! I � : I, I ! � � � I I � I �:, I I � : I 11 PREFABRICATED WOOD TRUSSES. THE DELEGATED STRUCTURAL 1�" '., I I , I I : c S ! I L 1: ,I � "" �: � � ! I "I I ,,,� I � i , I :� � � 11 I I � I :1 � I I i I I I � : I I �, STRUCTURES" "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318, "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" (1989 EDITION,AS ,I. I ,I , 1 !� 1 3 " i I I I I I I I : : � i I i . i I � I I I I � '' I I i l , � � ,� ; I I I I : I ENGINEERING DOCUMENTS SHALL BE SIGNED, SEALED,AND DATED BY THE I I I � 11 I � I I � I i� I l: I i , ! ''I : I I � i LATEST EDITION)AND SPECIFICATIONS FOR STRUCTURAL CONCRETE(ACI 301, REVISED)OF THE AISC. I. � I I � I I I I ]i , I : I I I I I I , 1 ,4: t I � I :;; I I : I I I I ! i - � �, � I I �I I I I � ''I i : i 1: I I � � I i I I i � I I I I I It I I I :I ,: I i SPECIALTY TRUSS DESIGN ENGINEER AND SHALL COMPLY WITH THE . . I I : il I I I I I � V � I � LATEST EDITION)OF THE AMERICAN CONCRETE INSTITUTE. : I I I i � � � I il I i 1 � !�:� � ;I:i, 4 1 . : 1 � : - I I " , I ; I � I I It � , � I '11 I I SUPERIMPOSED DEAD LOAD 2. GRADE OF STEEL CL i I,� i - � . I I ,� � I� I � .. ENT ! y I � 4 , I i ,� i I I I . I I � � � i I I � I REQUIREMENTS OF THE CONSTRUCTION PERMIT DOCUMENTS AND ALL ! I I Ii I � , I � I I I k � 11 � , I 1:: I . i I I i � i, I ,� I , ! ,I I 1 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH REQUIRED AT 28 DAYS a. "W"SHAPES: ASTM A992 I i i I r i :t q I ; I I i: I , 1 ii: , 1 ll� a. ROOF TOP CHORD WITH CONCRETE TILE: 15 PSF APPLICABLE BUILDING CODES. THE DELEGATED PREFABRICATED WOOD I I �:��j 1-1 4 : I 'I ,, � � �!� , , 11 : � � 11:� I i I , � i 1 : I I I . I I I '': ,!� � � ; i! �! � �� I � �: i � :� � .."!k �1, I I I I , ,,,, i V . I I I �, !:, , , I I ; I i � � I I a. FOUNDATIONS: � � ,:� � � I .1 I!! ::,� ,: 4,It' � :� I I'� I ' t i � : I I � , ; I I I 3000 PSI b. ANGLES AND PLATES: ASTIM A36 TRUSS SUBMITTAL DOCUMENTS SHALL INCLUDE, BUT ARE NOT LIMITED TO, " I � . I I : �ilt V l jl! 1, :,I . , �� I : l�, -j L l � , : I f . � I I : i 'i I I � I I I , I (WEIGHT OF CONCRETE TILE SHALL NOT EXCEED 10 PSF) Fleet Landing i � V 1, I I i� ;� �l z " �, , �A I, :: 1 1: �� I j : I �; , I 'I � !� ," � I I i I �� I I :1 I � :11 I I � i � : 1i i I : �, I , � I I I I ; I I � I 1: �f I :, � I, �� :: : � I� I �,; I 1 � I . A I - b. ROOF TOP CHORD WITH METAL ROOFING: 7 PSF 3. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (144 PCF+)WITH ALL c. ANCHOR BOLTS: ASTM F1554, GRADE 36 THE FOLLOWING: � — ., I Ili � ' : 1i t 1 , � , 1 , r � ; 1 �� 1: I ,I �, I � � I I �� i 11 : I: � I 1 � : I I I .. I : � l: if I �:�� t j : � !! I � :' ' ': i I ! , ,, I :, 11 I � : 11 I I, I ! ,� I I : i 1, I I I I I I I I 1,x I 11 I � I I I : � r � I 'jif I � �[ I; , � ,. ,I " I I � : 1 11 I i I ; � 1, I I I 1 : I �� I! , PLANS DEPICTED ON THE CONSTRUCTION PERMIT DRAWINGS. I � I '' I I I I :I t: �:, � 1 : , 11� 1 � I 1: I I '!O'i' 1 Fleet Landing Blvd : �� I, I i� i, i I �I l i � : CEMENT CONFORMING TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE d. ALL OTHER BOLTS: ASTIM A325, 3/4"O M I N I IM U M a. TRUSS LAYOUT PLANS CONFORMING TO THE SCHEMATIC FRAMING I , � : c. ROOF(BOTTOM CHORD): 5 PSF 7 � I� i:11�, 1 1 1 I � � I I 1, I I �� :;� � I l!�, I , I ! I I SHALL BE %" FOR FOOTINGS AND Y4" FOR SLABS AND CURBS NFORMING e. HEAVY HEX NUTS: ASTIM A563A 11 Atlantic Beach, FL 32233 1 !It I I I I , I j!it i, e �� :: 11 i I 1,i li i I I I � � I :, , i ii lk It 1 ! � . I . I I [: ! I �: ,:I i: I �, i � : I i �, I It . I I : 'I 11, I � I , I i - It: I I � � , I it 1 I . TO ASTM C33. '9 b. TRUSS PROFILE, DIMENSIONS,AND MATERIAL FOR EACH TRUSS TYPE. I i � ; I I 1 :1 . I �� I l� I I I �� lj�t I � 1: I . I � I � , , :,i, 0 11 L :, . , �� i� , , ! :7 : 1 l�� 1 � : f. PLATE WASHERS: ASTM F436 I 1� � I ; III i i I I ; 1, :� � l! I I � , LIVE LOAD � I I I I I . � � : ll ,� � 1 1 ll� I � � I I L ,:�11� , ��l i i�� I i ilt ; . I i � 1 1 1 : I .,; ! I; it I I , , I � I I �:� , 1 ; , - - � I I , 1 ! I! I I 1 1 � � 1:1 I I I,,I i L I :I � I a. ROOFTOP CHORD: '* _____ I I I � [ �� :I I � �t 1 �i � i � I I � 1.1 I !I � !:, � � I : 1 I . t� � I �, vj , � i , I � i: .1i � � � �: , � i i� i I ��; i : �, 20 PSF 4. REINFORCEMENT 11 I c. STRUCTURAL CALCULATIONS FOR EACH TRUSS TYPE THAT INDICATES I :� , I ' 3. ALL WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING I � 1i , �: � : I t � : ,!� 1! i I L ' I � i 1 : ,�iv I i � i I DEFORMED BARS: ASTM A615, GRADE 60 CODE, AWS Ill LATEST EDITION, OF THE AMERICAN WELDING SOCIETY. THE TRUSS DESIGN CRITERIA, LOAD CAPACITIES, DEFLECTIONS, 4 I � . � I I I I � I , : tl : V , I ! : 1 1 I 1 � a. - � , � t , Vl� ,: :� I �� I 1 1 1 1 , z i . � 1. I�. I I I I I I I , ,I I I , 11 t , I: I , !V : I . ; Ill UNINHABITABLE ATTIC WITHOUT STORAGE: 10 PSF . . I , I �V , � .11' ' � i e 1 , I 1 I I � 1 : :I I I ''! . I V� � MINIMUM BEARING LENGTH,AND MAXIMUM AND MINIMUM SUPPORT AR CT I i � 1� ' I � I I I ��, , I � lI, � y i I I � �, I I Li� �i :, ! � I ; :I I : !,I I ELECTRODES SHALL BE E70XX FOR MANUAL ARC WELDING AND F7X-EXXx FOR I , I � I I li � �l�, 1 , ;, 1! , � 'I � !:i 5. SPLICES IN REINFORCEMENT(WHERE PERMITTED) � 1, I I I I , I � � , ; : :1 I , I � i � I I I � i , ,,� I I I I l �:I ,: , : , � j ! ., ;� � I ,1 , I I,, � I I , : I� � I � REACTIONS DUE TO ALL APPLICABLE LOAD COMBINATIONS. �I . I ,,, I : 1I ! i � f ;I I I � I � t,,, I � I � I � i -, !ii I 1 SUBMERGED ARC WELDING. I ��7 ,� � i I ,t i i I� I I , l I t I I I : ; : �: I I �, I . 11 , I . I ,I I I, ( ,,, , I I � I� :� ! I �!;:! , I , I I I a. DEFORMED BARS: ACI CLASS "B"TENSION l -TO-TRUSS � , I I, . I I : , : � I I j ; : I d. CONNECTOR AND FASTENER REQUIREMENTS FOR ALL TRUSS � I I i I � ; I i :� 'I I WIND LOAD I � I 1�' , '11 " � I I �1: I �, � . VIA Concepts, LLC - � I� , � i I i ! i �, I I '' I 11 I I, I � I � l I I ;I i � : � I li i ; 4. ALL NON-COMPOSITE BEAM END CONNECTIONS SHALL BE DESIGNED FOR THE I I I I 1, - �i ,;,:, I f i I � I ; � I I I : I i �; i � 1 I 1 1 t I 5 I �, i I I CONNECTIONS. IN ADDITION, PROVIDE ANY SPECIAL CONNECTION, ,,,- I I I ,� I t�, � I IV :,I, I ! � I � I : I � -IN-PLACE CONCRETE REINFORCEMl UN,LESS I 1�" L I I � I ! � � � . I i a. ULTIMATE DESIGN WIND SPEED il 130 MPH 6. MINIMUM COVER FOR CAST � ; I I : I 1; I � � � , I : i I I I I I �� I 1'� , ,: FOLLOWING: INSTALLATION,AND/i BRACING REQUIREMENTS FOR PIGGYBACK AND . 1 1807 Third Street North , I I I I 1 1 I: � I � : I i � i I I I ; NOTED OTHERWISE . , , I I � �, I l i � I I i b. NOMINAL DESIGN WIND SPEED il 101 MPH 1. . , � , [I � ; I .� I , ; " �, I I � A � . i I i I � � I I I � III � I I , i �, � I � , I , �, I Jacksonville Beach, FL 32250 , � I" ! � I I I 11 I i 1 , i . a. END REACTION EQUAL TO NOT LESS THAN ONE HALF THE UNIFORM LOAD VALLEY TRUSSES. I i I :11 �, I �i I I :, t i ,, I . ,; � , : a. CONCRETE CAST AGAINST EARTH: 3" . ,� I 11 � , , I I I I , � � I I i � � c. EXPOSURE CATEGORY: C � I i � I I . I I : I �I : 1:: I .-- i I I . : .1 I I �: i CAPACITY OF THE MEMBER IN ACCORDANCE WITH AISC SPECIFICATIONS, e. PERMANENT AND TEMPORARY BRIDGING, BRACING, STRONGBACK, 1. M26001354 I I I � � � � I 1 1 1 1 � � � j .I I � , I :I � I : l I : � I ! Ill ALL OTHER LOCATIONS: I , 2" : �� , I , � I 1, l i � i i ENCLOSURE CLASSIFICATION: OPEN BUT NOT LESS THAN 6 KIPS. AND/OR REINFORCEMENT MATERIAL TYPES, CONNECTIONS,AND I I 11, I I I � I I I � I !I i � i , I � �. . I I , I , i'; , I �� ,;' I I I i � I : � - I i I I I , I I : I I I I ii I � I � I I I I ,I I I e. RISK CATEGORY: 11 7. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE b. THE EFFECTS OF CONCENTRATED LOADS OCCURRING CLOSE TO THE LOCATIONS. . I I I ; I � : : � i , : 1! 'I I : I ; i � : �� I I f � I I 'I, i I � I I � I ! : I TYPICAL BAR BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS ,� I I I � I I I �j . � I� I i I � I f i i I I f. INTERNAL PRESSURE COEFFICIENT: ±0.00 ENDS OF THE BEAMS. STRUCTURAL 1. � � i I i , I I I I I I I I L � I � � i �� I ; i � . - 5. THE SPECIALTY TRUSS DESIGN ENGINEER SHALL SPECIFY ALL SUPPORTS, I I I I I � I ; I i, � I I I 11 � � AND SPECIFICATIONS. REINFORCING SHALL BE HELD SECURELY IN POSITION' I � I I � I I � f I i I : I I � I I I I � I i I . i � I I g. NOMINAL COMPONENTS AND CLADDING i �! : ! I � I I I I . i - z 5. ALL STRUCTURAL STEEL WORK, EXCEPT PORTIONS OF MEMBERS TO BE BRACING, REINFORCEMENT,AND CONNECTIONS REQUIRED TO STABILIZE THE � , I � I : �; l � � WITH STANDARD ACCESSORIES DURING PLACEMENT OF CONCRETE. � I i I � I I � � : I I i � � I WALL WIND PRESSURE: ±41 PSIF WELDED, FIELD BOLTED OR FIREPROCIFED, SHALL BE SHOP PAINTED WITH PREFABRICATED TRUSSES DURING AND AFTER CONSTRUCTION. BRACING Latitude 30 Engineering I I I I I I I , I I t � � I i �i I i I I . II i I � I ; � I I i � � 4 i � 1� , � I I :� : REINFORCING SUPPORTS FOR ALL EXPOSED CONCRETE SHALL'BE , I I � I I I I I I I � i I I ; � I I I � I I � :, , 1 ; I I PAINT CONFORMING TO STEEL STRUCTURES PAINTING COUNCIL(SSPC) PAINT SHALL HAVE A MINIMUM NOMINAL THICKNESS OF 2 INCHES. . I i , � i I 1� I � . i I ROOF WIND PRESSURE: ±41 PSF GALVANIZED WITH PLASTIC COATED FEET.WELDED WIRE MESH SHALL BE 1510—B Second Street South I I I I I I f I I � �� I � �. 1 � � I � I ,� ! I I I : I � , I � 1 i !t 1 l I 1 � � i � � I � I I I � � i i . I 1, , I � I I I : : : . I �, � � � i : i� I 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 " I I I i I I � ,1 , ,,� I I !� i i i , " ; 11 ! � , , I I I I ; I i I :� 1. I I � , It � i - I : � � , I I I I , . �1 � I :�:., I I � : :'' : I I , � , �� :�: , t � ,I I i I � i. 1. ,I I I : � � I ; � � � I I 1, I I � I � j � I : I - � I . I � GUIDE NO. 7.00. CLEAN STEEL FREE OF LOOSE SCALE, RUST, OIL AND GREASE. �: � �,�,�, � , � I � , . � I I f ; PE No. 58773 ' ! I� ' � ' ''I� ,; - - 1: i I I ! I : ACCORDANCE WITH THE TRUSS PLATE INSTITUTE RECOMMENDATIONS,THE � � L ' I , "I�,�,��, , , _5 I � !, I I I �I I , I � 11 , � i I � �1 1 1 1 1�1: :� i 1 : I GENERAL 8. REINFORCING BARS SHALL NOT BE CUT TO ACCOMMODATE THE INSTALLATION ADDITIONAL AREAS SHALL BE FIELD PAINTED AFTER WELDING. Certificate of Authorization No. 26691 , I , ,I I j ��: 1 1 1, � o � � I : I �� 1 1 1 .l � I � 1 1 � I I I , � I � � I !"T - I � I tI i : I I ; I � , :: 11 1, � i : , I . � �,11 I �f I , l: , , � � I BCSI "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING& 1. I I I . , � I ., I I I� . , , I 11 I � I 1, I I I : , ;; I I � OF ANCHORS, EMBEDS OR OTHER ITEMS. I - I I I I , I I I � I i � 1 I H � ; 1 1 � i �� , I I I : I 1. THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL . I � I I I I " I � � , I i I I - I � :� `,:� I . I I [�,, I I � I� � � . : �,�_ . ,�:'_ I 11 I.J�� I i 1 I �:: I I I � I I I � I I I I ; ! i 6. ALL EXTERIOR STRUCTURAL STEEL, INCLUDING CONNECTORS, SHALL BE ",AND ALL ��.: I 1 � l , � �:, � I t : 1. I I 11 : � � � BRACING OF METAL PLATE CONNECTED WOOD TRUSSES - I I I � I I � ,� I : ! I ! I I I I I I I � . I � : I I . �� I I I 11 !, 1 1 1 -I I ", I � I I , i I � ::r� I I 5, � i I i STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE.THE ARCHITECTURAL 9. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CONSTRUCTION OF HOT-DIP GALVANIZED UNLESS NOTED OTHERWISE BY ARCHITECT.WELDED REQUIREMENTS SPECIFIED BY THE DELEGATED TRUSS DESIGN ENGINEER. 7 � i :� ,: I I ii : t i 1- ! I , � I � '. I i I ; I :I � 1, i 1� � I I I I I i I : n, 1 4 [, ,�� : H I : I � i � I i , � I I I I ! I i : . � I I � � I . ; � ;,� I I � I I I , i I I DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS.ALL DETAILS AND FORMWORK IN ACCORDANCE WITH ACI 347. � : I �:, I �' I I . � el 1 ,I, � � � I I - 1 : I :� i: I � ELECTRICAL I I�� , I i �, � 1 :I�� I �;'�� : I ; : I � 14 � I ; t, � I 1 : i ! AREAS AND AREAS WITH AN INSUFFICIENT COATING THICKNESS SHALL BE . Ij I I - i I I ; i( ;! I r'T I i l I I �.. I I 11 I i,I[� 1 : i I- i�, , 1� I I ;, : I I I SECTIONS ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL 7. TEMPORARY BOTTOM CHORD BRACING SHALL REMAIN PERMANENTLY IN I I I, I I I � I ti , 1 i :� i I ; ; : I I I I I I I I I I � � - 1: I ,I I 11 : i I I I It ,1 1,;' '� , ;: , � : � ': ��! � I I : 10. CONCRETE MIX DESIGN SUBMITTAL SHALL INCLUDE: FIELD REPAIRED. I .1� � I 11-, ,� "I i: : I -�� , �I I !:�� : I I I I � I �,,� " I '- I � � 1 1 I � i, i� PLACE. BOTTOM CHORD BRACING INDICATED BY THE SPECIALTY TRUSS ! 1 , ". I � I I i : I � ! AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION I � ,� I ! ?� : I , : I ! � 1: I I I I I � I � , j ;� '! �, I I 1 - Hunter & Associates, Inc. .. , , � �� 1, I I I �, I I , � '11 ;��:i , � !� : I : ; I a. INTENDED USAGE AND LOCATION FOR EACH TYPE 7. GROUT BELOW BEAM BEARING SHALL BE NON-SHRINK, NON-METALLIC TYPE, ENGINEER SHALL NOT BE LESS THAN 2X4 MEMBERS, SPACED GREATER THAN 8 , ''i I I 't�i : � : : ::, I ELSEWHERE ON THE PROJECT. �! ;i �; � 1. 11 o �,��'� I. , I � 11�, I 1� I . I 0 _r; . � � , , � , : l, " : i ; I . � � � I � I I 11 I I . I 1,; I: 1 �� , -1 I �, 114 1 I I :% 0 1 I � I I I ,I I '1� : !I � I I I ; Zi :j I i : � FACTORY PRE-MIXED GROUT TESTED IN ACCORDANCE WITH ASTM C109,WITH FEET ON CENTER, OR FASTENED TO EACH TRUSS WITH LESS THAN (2) 12d 1229 Sumter Square Dri I �, I � I I , I I : - ; it 1:3 1 : ll�I I I I Ill MIX DESIGN INCLUDING MATERIAL TYPES AND AMOUNTS ve West �,, t - I � :� �� ; � � � I ;',t I 1� � � : I I I I I I, ,:, � I i I �,,: 11 I I U, L I I I I , , it ; 1 I r � I � I - � it, 11 t W :1 I I , 1l: 21 I I i ,� ,I "i 1 : , !: I I � 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS NOTED AND I � � , ,�il L � � il� I I 1, � ; I ili�: A COMPRESSIVE STRENGTH OF NOT LESS THAN 5000 PSI. NAILS. 1 iI I ! � l; I : I � 1 � I � . �'i I I � I I I � ! ��: : ;l��: : C. WATER CEMENT RATIO BY WEIGHT Jacksonville, FL 32218 ; if f�:I j, �1 lr 1,�� I i e 11 I � i I 11" : �; I I I It I �,i�t ii 1 I ,�� 4 I � , � I I I �, I I � : �, i� ;�i [I. I 1 1 �: 1, I , ,.� � ,,�� ": i ! � I lil,� I 'It P, I I� ;, , , , I I 1,;� I I !I � l I I ,;, � 1 1111� � 1, I � 1 � � ,,!" ,i�,��! 1 j: : 3 5 1 I Al�;, �, I U! , ",�[ I I il��, " ! I ; � � �! 1: �, :!� !;' l� I � I I I �t � :��I !, �, . . : ; I I !� I � i'd , � � , . 1, I � 1� � L ilil ," � I 1��,1� 11 P! :1 i � I I�: i I t � � CONTRACTOR SHALL B SUBMITTED TO THE ARCHITECT AND ENGINEER FOR e. AIR CONTENT SPECIALTY TRUSS SYSTEM ENGINEER. IF SPECIFIC WEB MEMBER BRACING OR I - , , i �,,; i�,I :�,, I I I I I I I� . I � : 11 I I - I ',' ' � �i � I I � T : a. ALL SHOP AND FIELD BOLTS SHALL BE TESTED PER AISC REQUIREMENTS. I !� I z �: � �� : I i . I -; � �,�l 1 , � , ,; 1,� � I I I li:: ; 1 : 1 i,1:1 !�L� _ [ �'; � ,! , 1:1 I I 1,i I I I I � ,1, � : : V I I, I � -� � REINFORCEMENT DETAILS ARE NOT PROVIDED BY THE DELEGATED TRUSS -_ - 11 I I , I . I.i i J�, J: ��i 2 �1� I I ! l�i it l I, I : �� REVIEW. .TABLISH MIX DESIGN I I I I !� �� i;�, ,V" I 1! i1i I �i I � l:�:j, I ! ,t i f. STRENGTH TEST DATA REQUIRED TOES b. ALL WELDS SHALL BE VISUALLY INSPECTED. I � j I! �I '! I � . 1 � . I i 1 1, 1�l I I I I I ii V ,� I m " 1 :i , I � :!� � . � :: I I . I. �� I � L 1� � I i r , I � 1: , I I il � ; I 11 � , I I I I I �:11�': ,I� I�: � -I I I I � I I [ I l I ." � I 1 j , I : I!, ,i , :j � I I i! I ,I I � ; I 1 I� �� I ENGINEER, THE TRUSS ENGINEER SHALL BE REQUIRED TO DESIGN ALL WEB � I �� I �!! I Hi ,� ! i� [:; , , � � : I , 3. IN THE EVENT OF A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS, THE 11. CONTRACTOR SHALL ENGAGE A QUALIFIED.INDEPENDENT TESTING I I : I ; 11 ,� 1: � - � . I I , ; 1, i � , 11 11 " . I :1 ��1:��, �, I 1: i I: I I � I, � 1 I 11 I � ]I I 1� MEMBERS TO SPAN WITHOUT INTERMEDIATE BRACING OR ADDITIONAL I I� I I'll I I I I i 1: :il I I c: � � I I ' i, " i 1� � 11 1� i�: � �l 1, , I I I I L' : I ; : fl, ! �% I � 11 i , P I i I I . — : - I �1, , 11 I I , . �j H 11:I � I �l !,]� I ;�l I I I � I I CONTRACTOR SHALL ASSUME THE MORE STRINGENT RESTRICTION SHALL LABORATORY, SUBJECTTO THE APPROVAL OF THE ARCHITECT, TO INSPECT, WOOD AND ENGINEERED WOOD PRODUCTS I I I � � . I I I " I i , � I ! � I i, I I 1� � I 1, -1, ,'I � 1 � I � I l � i I I I : I "I I �, . I , I I I . _ . REINFORCEMENT. . � I I I �[: 1:7 1 ,l, � V � I I i I I I . �:� I I , I I . I I . � I I t , I � �i � '': I �',�: I I I I ''I I i :j � I I i 1, I �' � I �, 1 Ili ,� ii 1 :! � ; j I I : 1� i 1 1 1 1 1 APPLY AND/Cl THE OPTION THAT PROVIDES THE GREATEST BENEFIT TO THE SAMPLE,AND TEST CONCRETE AT THE POINT OF PL � : [; � � � 1! l� i I I � I I I I I , � ! 1, I 11 : ACEMENT PER ACI 301.A _4 " I i � I ,I I I i , I ,�.,! I � � . � : I i: i � I I , �, I , I I ,V It � !I� I i� I , , 1: �t, , li : � I I I' ll ,:: I� I I I I � OWNER. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE OWNER AND' 1. ALL STRUCTURAL LUMBER SHALL CONFORM TO THE MOST CURRENT 9. THE DELEGATED STRUCTURAL ENGINEERING DOCUMENTS SIGNED, SEALED, " I � �!11 l l l I I ':� 1 - I I I i, 1 , I I : � i � � I 1;1 I I I I �t� , � I i 1! I I I I I � I � . i I I ,1, : I I I I I I I I i, I � I � �, I I . � 2 11 1 1 , i n i � ANY DISCREPANCIES AND OBTAIN CLARIFICATION IF NECESSARY. ARCHITECT. TESTING SHALL INCLUDE AT LEAST THE FOLLOWI � ; �:� p: :'' : 'i' '� - I ;, I I I V �, : � � � � I I� i i I ��_l 1� i: t ��, 1 ,� PPLICABLE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF TIMBER AND DATED BY THE TRUSS DESIGN ENGINEER SHALL COMPLY WITH ALL � , '� �,i I it�i 1 I i I� � 1: 1 � I , ,I i i , I I I I I I NG: l� I I I 1, � , 1:rr - �; I i : il 1. [: I I I I � ' '! I 1 i;Il 4� ,I i, I I � I il I . � �� I I i, :;I I ,::!:, I � i 11 : l , 1� � . CONSTRUCTION AND THE AMERICAN WOOD PRESERVERS'ASSOCIATION REQUIREMENTS INDICATED AND DEPICTED ON THE CONSTRUCTION PERMIT I I, 1, L 17, 1 1 1 III I I I I I . �:,�;�,�i 11:111 , ! ! I . , '. I � I : I � I ,,,,� �,!�ll�o:7 , V, ' ' I 1 ,!: � 1 � I ��, I �: I F �, - lzl� 1,� , �i ��[ l; , � a. ONE SLUMP TEST PER ASTM C 143 FOR EACH 10 CY OF CONCRETE �I , I I , I 1 1 1 1 � ,�,r�I,,, � i! , , ! �� 4. THE CONTRACTOR SHALL USE EXTREME CARE IN THE DEMOLITION OF � I ,� � I il �, ,-,,! I � L - iI ,, I � i � � I ! . I� � 1� � I :it,�� !j I i i � � (AWPA). I 0 I i, i� I q �7l�,i " I! 1:� i I !I , l� i � ,,� DOCUMENTS. THE DELEGATED TRUSS ENGINEER SHALL BE REQUIRED TO � I I ��! - � �, � 11�� :, 1,[I I I; , I I , , . � ,�! , 'i I �;, ��,� � , :: I.� I, I �, PLACED. ; ,"*�, 4.. 1 ! I I . I � � ,, I I I I � � 1" i 1 � " i , it ll� I 1 1 1 EXISTING STRUCTURES. DEMOLITION SHALL BE PERFORMED IN SUCH A v._ ,� I ,� �) � ,I , I ! : l k : 'I �l b :; I : : i I I .1 i I 1, I Y'. I ,l I !� I� � I . t I I � I i,�� lik !: _� 'j, !It� � ,: � I I ! I I i I : CONTACT THE ENGINEER-OF-RECORD TO RESOLVE ANY CONFLICT OR � . 11 I I I I I I .� I 11 . 1 I ________ �, I I I I I 1 1 11 i,.,. I :! :0 � i - , I I . � MANNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING b. FOUR CONCRETE COMPRESSIVE STRENGTH TEST CYLINDERS FOR EACH �� , i � ': ,11 �11 i:,I I i :�� f, I I . 1 2. ALL STRUCTURAL LUMBER SHALL BE NO. 2 GRADE SOUTHERN YELLOW PINE i ,�:: :.i 1:i i: , i 11, ,I'' .�, � ': I I - I .1, � � I I �� I , I I �, �,1!1� ,! ,:,I 'i I � li I: 1 I I , �', i I " ,! j� 1. �J! I: � '': 01 I � � :.!11 I � I I I � OR BETTER UNLESS NOTED OTHERWISE WITH ALLOWABLE MATERIAL DISCREPANCY WITH THESE REQUIREMENTS.THE TRUSS DESIGN ENGINEER � I C, , I I i� I :: I - ; , I L I I � . I � i , ., I � I ;, , I � , I ��, 1�il I , ,, I I � , ; I -1-1 % I l�:' � I i :� � I ,,, I � ONE CYLINDER PER EACH SET AT 7 DAYS AND TWO CYLINDERS AT 28 i .. �, I 1 I Ili r, i,� i! i 1. I" � I a ,� 1, LANDSCAPE I �l I ,I l _ �lk 1 T,�l�� I i I ;I , � i , ., I ; I i I'�,I !, ) i�PiI, ,:I � � k I i � 5. THE CONTRACTOR SHALL COORDINATE, SUPPLY, LOCATE,AND INSTALL ALL WOOD CONSTRUCTION BY THE AMERICAN FOREST&PAPER ASSOCIATION. WITHOUT WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD.THE . ! , I � I � :,I I� I:i; , I ,, , '�: I,,f �� I ; I - - r �; 1 q it I . 1, � I I ; STRUCTURES AND UNDERGROUND UTILITIES TO REMAIN. 50 CY OF CONCRETE PLACED OR FRACTION THEREOF PER DAY.TEST ,. . I � I.:� 1;�, il 11 . �, i 1� !,i � � : �: I 1, - � � SHALL NOT BE PERMITTED TO DEVIATE OR ALTER THE REQUIREMENTS " � � 1��1 . �i W� , i i I 4 i I ! I I � � STRESSES IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR I i �i:! i i�, �1, : ll� i . !: � � I i 'iU DAYS. THE REMAINING CYLINDER SHALL BE STORED IN THE EVENT THE . I I ; j, 11 � I— ! ! ,� t � : I 1�1 � I 11 I � 1 , � !I �, p! I , ENGINEER-CF-RECORD'S REVIEW OF THE DELEGATED TRUSS.ENGINEERING l I 11 � " � Fr I '' I I i i!�),� I , p I 1 !� w . l: , !I : . ,� :, 111�1, '!Ttl'i��, ;,� 1� 1� I , ,� INSERTS,ANCHORS, EMBEDS, OPENINGS, FLASHING,WATERPROOFING, I 1� I I -i I i ��i �i t �! I �-, , ` i ;L: I I ,:, I � ,j � I i I � I , h I i'� It�!:� � " � , I � , i !; �i :1��, i�l 1� �,� �, � 7 ,, 1� I ii , '' � fl, MEET THE SPECIFIED CONCRETE 3. ALL LUMBER SHALL COMPLY WITH PS 20"AMERICAN SOFTWOOD LUMBER I i I W:l i�ljh ! 1� 1�� j V I � I � � ,, , I I - ,� 11 , !!I; 1 � 1� ". !, � �� : i �: I , ; � I i i '�10, I � : I [� , : , :� I I I 1 , I i! SLEEVES, COMPONENTS, ETC.AS REQUIRED TO ACCOMMODATE OTHER WORK I : i il �: � 28 DAY CYLINDERS DO NOT Brian Burke, L.A. I I � �- I ,� DOCUMENTS SHALL NOT BE CONSIDERED AS WRITTEN APPROVAL AND DOES I I i !� I I , � !l I � 1, I � I I I � - � ,ii �, . 1 . ,� l�� ; I . � I �,� , I , I I 1, I : i�i I �" ,I i : i �i I I I . I I � : I :; : �!,, : �: i :1 � � ; 1015 Atlantic Blvd ! � I i ` I ! i I �, � 11 , � j" ; I � � � t , , � I i 1 I,i "i 1, i i III - I COMPRESSIVE STRENGTH. I -SLANDARD"AND WITH THE APPLICABLE RULE OF INSPECTION AGENCIES � : � I ; I , , i� I I AND TRADES. NOT RELIEVE THE DELEGATED TRUSS DESIGN ENGINEER OF THEIR 11, , i � i ; �I � � I i � �� I i ,�l I : I I : t I i CERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY MARK EACH PIECE OF I I � I , I 1 ;1 �, I 1 1:� � I I i � I , � I I � � I I �� , I � i� I i I I I i 1: I � RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS SPECIFIED ON THE -< �7 ; i �! I 1 ! i 1: I � 1 I �i 6. ALUMINUM MATERIALS SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE 11 I . I� 1! , I l 1 : I I "I'll''.. , i I 11, I � I � � � i i 1: : I i : I I i: I : , LUMBER WITH GRADE STAMP OF INSPECTION AGENCY EVIDENCING I I . Atlantic.t Beach, FL 32233 1 I I I I I I ; � ;, i I 1 1 ! � : 11 _ . CONSTRUCTION PERMIT DOCUMENTS. 11 I .1 . - , I I I I , I I I I I � ! I .11 I I i� 11 � I ; i OR DISSIMILAR METALS. �:,_::.] :. I � I , � I 1, I I COMPLIANCE WITH GRADING RULE REQUIREMENTS. . . I � 11 I I ,', 1! 11 : I I � I : I ,� I L xx:: I I ! : ; I : ; � � : I ;� ! ,:� I ; I � I .::,*::�:1, I License No. LA0001260 I � I i � :......11. 1 � V, I I I : � I 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION - ......,.. . I -�.. ., I ___ .. . I I I l i I i I i 1 7. LATITUDE 30 ENGINEERING SHALL NOT HAVE CONTROL OR BE RESPONSIBLE " .. ��,�, I I I � � � I ' ' I I � 1 I 1 4. ALL LUMBER FOR EXTERIOR USE OR IN CONTACT WITH MASONRY, CONCRETE, , -I.- 11 1, 11 I I I � - ''... , � ..... - - . � � �. I - - . 11 , � 1 �� 1 ! I j� ! i OF THE"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES"(ACI ,.�, I 1, , I I I I i , I I I I � i � �I , , I ll � ,� , I � I I I j I i � FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, PROCEDURES, OR . ,. : 1".I�' "I'll',".. , -, I � ; I .. I , . - - . 111 � ,, I :� . . , _:, .:::_; , , I �, : .� �::_::__ ,:,�.:..,:::::, � .. � I I I I �i I . :� �,l� 0 ! [ ! I s� : i I : I i I � SOIL, OR WATER SHALL BE PRESERVATIVE TREATED TO AWPA STANDARDS :.'' '' , : ,,-,�.��:��:�]��l::.:::i:i:::::��:,�.,."� I T I I ] L I I :1 ,. � I 111"...- � I � I 'i � I I I - 11 - .- - 1. �� - . _ I I I � � I , �! l I , ''!I i, , : �� : � I � I I I I SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY 530)AND THE"SPECIFICATIONS FOR MASONRY STRUCTURES"(ACI 530.1)OF I J, I � . � I � � �� I � I � 11 I ; �� 1� ; r , i ,� 'I'll .1 1, . . I I ,� ,, I l �! � ", �, I I I li:! 1 . � I I I � I I I �I I E I I : - . �:��:,� ': � � 1,111 , . L 11 " I :!I � I i . � . 11 I - , I'', , I ,�,, 11 1, I I I I I I I A� i I . I :1 I I � I �I I 4 � , � AND IN ACCORDANCE WITH FEDERAL SPECIFICATIONS TTW-571J AND TTW-536. I - , 1.I-.. . 1".. - I I I � I I !I li::,� I� I 11 �1;lt "I ,,, ; 1 �. : � � I 1 V : 1� , OTHER PERSONS PERFORMING THE WORK, OR THE FAILURE OF ANY OF THEM THE AMERICAN CONCRETE INSTITUTE. 7 :_ :� - -�� - ��,�� I I I I I I I I " I' ' . � � "I -�, IV I i� I I I 1�i �iil' _ , I I ' "'I'll -1 1: I . 1. I I I I ill 1 1�' ,i� L: ! k I , . Q ! ALL TREATED WOOD PRODUCTS SHALL BE HANDLED AND FIELD FABRICATED IN , � I '11, . ,1. -11-111 � ' I I ` i � , 1, i 1, I I I I I 11 I .1..I-- ,, I 1 � i:� !:� �it Vj�,; j �: I :i ,"I'll I _.-- 1 i , ; I I I I . .�......�� 11 i, ,I,I i I i ! ,: : '' I 11 .,�.� I I . : � �" li,I li 1,4,11 , I 4 � ' 'I'll", :.� � 1--.,--... I I I 11 11... I I .. ' ' I'll .,..,.... .. .I % I 11 it , I .. - I 1 .1 11 - I - - 11 ........- . I 1.�. � � r I .1....... - , . ...�...... � �.� . " .. . :x.: : �,:� I �� I...... . 1-.... - - � , I I I ........�.. . i ` - '"'I I I � I �� "I I i� A I , �, � 1 1� TO CONSTRUCT THE WORK SAFELY AND IN ACCORDANCE WITH THE 2. MORTAR SHALL CONFORM TO THE PROPORTION SPECIFICATION OF ASTM ' ACCORDANCE WITH AWPA STANDARDS FOR THE CARE OF PRESERVATIVE � I - � " I, I :l�� I �, , I 1 cl',� ", � I 1 i I I'l 1,�'_: I � Vi i , 1i � � - ,i Ii,; � Pi I " ,, I , , � �� I �; " � "; l� . I t: �� ':, I,, I i� il J i !:t : j;_ i 11 N I ,.. ... ,.�� I �, "; ,�� :I4 - ...�...- �._, .�� 11 - I I I V � � I ....- I I .- I I'll, I I " I I ,,,� I %%,., ,1, 11 I __ - . __ 1, I � - ` �' 1 , t I ...,%,. ,, I I Itf i t , 1 i: 1�, � , I I I I I .11 I 11 I V 1, E� CONSTRUCTION DOCUMENTS. C270, TYPE M OR S. TREATED WOOD PRODUCTS.ALL FASTENERS IN PRESERVATIVE TREATED I.... I I I I , 1i - ....1%.,, _� - i 1, � , I' V I ,: � " �` . 11 : �� :� ii I 0�� I I , M, 1: I !I . I ; ! � ,I i � I III I�"T � i !,lf� I i: 1� � I , � I 1�1 i� I I :: � I _'I",, I I :i j� , � "..., �� -,� I I , -�- .� � � � 1 � I ij I ,: VV �j I I � : : , ,� - 1. 1, . 1 I j , i � I , I, �:I,: , 3 I !tl I � c 1: I - I I � I - - �� , !;! I I , I i I ., 11 8. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING, SHORING, GUYING 3. LIMIT CEMENTITIOUS MATERIALS IN MORTAR TO: PORTLAND CEMENT LUMBER SHALL BE STAINLESS STEEL i OR A316)OR HOT-DIP GALVANIZED. � I'll, . I " I'll, I I i I �, i � I i I ; . 1� - I , I I 1 �!� �� .� ,�, � I .1 I'll. I 1, I I I .1.1 I�. I � I :�:1 i 'I i 1: I ; I 1 I I i � I I I' ll 11 , � � : L I ; I �- I : i � I I 11, " .1.1 �. �. � . 111. - - � I � .I �� ` i I i� i. I 'll, .1. 1" . I I I� I � , ".... - � I � I I: L : I I'll, 11, � !� :,� l ;11 � lr� i I i l- �- I x I I., � 1.11 �]:��:]...�: ....1- I." I � I I .... ,, �: I . I � I OR OTHER MEANS TO SUPPORT THE STRUCTURAL ELEMENTS DURING CONFORMING TO ASTM C150 TYPE 1; LIME CONFORMING TO ASTIM C207;AND 5. PROVIDE WOOD SHIMS AND BLOCKING AS REQUIRED TO FACILITATE MEMBER 11 I . I I � I , I � ;i! I I I � � i I � � ,� � !, ; i i � I ! I I I i� : r � I �]�:. X�;:.::�!�. 11 �� "I I I I � � � . : ��!�� , I i �: 1 � I :1 I I I I I i : �� I 'I, I I i: , I 1: . I � - -I I I' ll, : : - � , . I ., � I I i.I I � i : : � I I � : ERECTION AND IN PLACE PRIOR TO THE COMPLETION OF CONSTRUCTION. THE MORTAR CEMENT CONFORMING TO ASTM C-1,329. CONNECTIONS AND TRANSITIONS. , ,:.::,::.,�::��: �, ''I". 1.�� , . � i I � I I �� -I�� I� --1:- J: I � . i t: i� : � I I I . � , �� ; � 11 . ,. � � I I i� I CONTRACTOR SHALL BE RESPONSIBLE FCR THE DESIGN AND INSTALLATION 11 . :::::�._%��: .,:.: �I:. .�:�� I I � - I I I � ,� ; I I ; .::.,,, 111.1 .- 1. - - I I I , � ''I'll I I ! I I I V - - �� "� . l�,,�::,::_,� ,:�� -,I" . I I 1 . - ,,, 1-1- "I" I 11 I i I� I : 1: ,� ,� 4. FULL BED AND HEAD JOINTS SHALL BE USED. 6. ,�. 1.� � ,�� 7 : � I I ". ., I 1: ! � 11 � 1',L I i I 11� I OF ALL TEMPORARY SUPPORTS.ALL CONSTRUCTION OPERATIONS SHALL � Al METAL CONNECTORS SHALL BE MANUFACTURED BY THE SIMPSON : I -�� -� I �. I I�1, I � ::"__�� ,:�� -1 1'1",'��,�� I �: � I � I I I ti � i i : !I 1 l ' I ! , .. 0 � I , - '' I'll", I'll". 11 �� I � - I - - I I , . 11 I i : I I � I � , I " I'll-- 1, �� I � � I'll . �� ,��.,,: I .1111 I I I'll , .1 � ]::: I I 11 � , 1, : 1 STRONG-TIE COMPANY AND SHALL BE HOT-DIP GALVANIZED. INSTALL METAL "..''....11% I I I I'll, �! :�, .: : ."". , I i I I : 11.1. , I - ,�',,_,:,.�::.: �I , . � �!� I � I I i ; I CONFORM TO OSHA STANDARDS. 5. GROUT SHALL CONFORM TO ASTM C476 AND THE FOLLOWING: 1".. I � � I � ':�! ��:�:,:�;::::�!:i�,�:��!!�i��i�, 11 xx_:� I I I �, . , � I 1, �: � I �� I 1, .11 I I. . I ",I 11 11 :,�:��: " I'll.., I'll - ' � ,-I , I I I I ,, ,� Q, ,:,�,, x ,:. �_,�,:,I'll-, I : i I i � � j I I : ; CONNECTORS PER THE MANUFACTURER'S SPECIFICATIONS FOR THE MAXIMUM ,,,,,_: � ,� 1"".-I..." I � I : 1, I I 1. I ''. I '' - :,1, I . ''I'll, ., , " � I . , .1, ,,",1111 I xx:��:. � , : I I � !I � I a. 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS - �". : "Ill," � I I I I I ji i I I.." 1, " 1, I ,�I I : .,:, ,, 1. �:�: . , 1. ,� , X, 'I .,� �:!! � 1 . � _ �:.:. I'll._. ,, I "I",". I . � � . I .11 � I I - .. " Ill., . I/ : i 1, I I ! t I i I ,:��!��i��.�:i:. ,,, , ':]��:��i::_:. � 1, 1 :j"I".1 , I � , , I, i , � i I NAILING QUANTITY AND CAPACITY. . : .��j�: ��!�!!!�!�!�i!��:�]��. ": � I : .I �� I I ., ,�:: � . I I i I � �1 , I 1:11::., : ,, - - � ' ' : 1. !� I � I 11 b. SLUMP BETWEEN 8 TO I 1 INCHES PER ASTM C143 11.1.11'.. � �:,�_ 1, I","..".- ._X,::-. ,��, :::: . �::� ,� -.1.1 ��,��"X,:,.:,:, ��,��,,�:::_ ., I I. ,,,.,_. — .. ........I ''I '' . "I'll" ,_" _' ","",...... _ I - .1. � 1. i SHOP DRAWINGS ,�,�::� 1 I � i I I : 1 � I I ;;� t :_' , I", ....... ,�,��:��,:::::x::::��:� _ I I i��: I i� :� , I '� 1 7 � I - - � 11 , , � _: .. � 1-1 7 : �t,�ttil]��.:�:�:! .11 . .:�:� , I I L I I""...".. : . � ..:,:�:: � 1. I , 1....... ��.�: �:� I I I , I.."... - :�.� - I-- :� I : � 11 : I I. . 11 I 11 - I..",'' � - I I j , : I 1 7. BOLTED CONNECTIONS SHALL USE HOT-DIP GALVANIZED BOLTS, PLATE . 1.11. - . .. . - I I � .."........., I ��:�!�:,: ::__.:�::��::��:��i�� I ..,.., � I I—— � 1, I 1, 1 : I . 11 i; :�:�, I I � I C. MAXIMUM AGGREGATE SIZE SHALL BE 3/8" (AGGREGATE GRADED TO . . : " ��" �.:. ��:�]�:�:: ... , ,...,.,, I - 111.1... ..... - I I - , I � i 111� I � 1, I : , :.�� - - � - .: Ill � .:..�� ,� :��::.:�_�� .: ::::.: "I � 5 l � , 5 i I ,� �� :�� , ... ,..:..�::�:� :�: : :�::__ ,,I - I I : 1; , I� Ili 1 I 11 I I I P � �� :�:�:!i��!;��!�:�i - I � � � I � I 1; 11 I 1� !:;i ;l�,t, - , I � �, I 1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY LATITUDE WASHERS,AND HEAVY HEX NUTS. �!�!!�!�!I� ,�1� �xi�::�:�. : : . � : , , �� I I� I � I ,�!I . - i � � l �� i�: �jij,� I 1, � 1 I - I PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404). � I :�.:� :: : :�. ::'. :: ::::',I ..:.:: ,- .::;::::�,::��:., ,:_ , I I � �, I : �I I I I I � , � � , , v :___ ,: . I . - :�,� �:�%:�� 11:1 ,� ,I-I �� 'I'll I I -, , , ; 11 , . . -- � � - � � : 11 % I I �I �� I I� 1:! j� il.� I ii, 01�,1 :1 ,, I � ; ��h ! I I V �:- :�::� � I I I � ,�l� , 1 � :� I �il� : I ;� I . ,� .� I I �- I... � 11.1. - � , , I . I I � ,�, i �� I �. 4� !I , � �,, ':� I I I t t 11 I I � - .,�� . �� I � 1. t i , I ! 1 I t 11 I�;�ll, � � 1,01:,,�, ; ` �,�,�_, I ; I L li l, 41'j, 1 7 !� ; 30 ENGINEERING AND THE ARCHITECT. SHOP DRAWINGS SHALL BE SUBMITTED . I � �I I I �� 11 I-.�.:,- :�.: � .�- � - � I ,.� � I I I I � , 11 I I -� - ii ,, : �g l� r l, : :� I ", 1 � � I I � i I I i L I:' 1�, �p 1 I �, � I . �i :1 A[� " I ,, I . 8. NO CUTS, HOLES, OR COPES REQUIRED FOR OTHER TRADES IN STRUCTURAL I— I 11 . � � I�:�:�::: I I��:� -I I I - I[ � I " (, I, � , 'lI , I , , t l� 1 1 i�i 6k,� l� I', , � �j I I , � , � � I REINFORCEMENT OR LOCATED BELOW -,''I'll, I � ,I�; I� I I :�_,�,� " - I' � II , I i, �!, �� [, �i , I , 1 6. ALL MASONRY UNITS CONTAINING ,",",'"','' I - .� I I �, � , � I : !� I :i �;f id� �1 I 111[jij i��, ;1 I �]�' I o'i! ; ,�!!� FOR ALL STRUCTURAL COMPONENTS INCLUDING, BUT NOT LIMITED TO THE "I'll", I �� -1 , , I I I 1 1 i �l�! , Ill , I- , .1 I I - ,. , I I . � I � I !I 11 ;� �� . 1'.11'..1, " I � � I � I - I' ll 1, , � 1 � . �, �'�� 111111, ! - I � i �t I i �l "I'll . , 11.1. �� : � : : .: ,�:: � I ,�,�.:�, 1: I I ; �!�!�tl, � �� I - I I - :''. �: � 1� . "I � I � L�, I 1� 1. .1 � , "'. 1. . I .: , :;� - . �: 11 , I ",:I!� � i� � 1: !,[I j , ,, ' ' I - : l. ::,:�.:� �":,;_ I �: ; :: � 11 I L I, , , , � I T , I � -1 GRADE SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE GROUT. . �... , :�: �. , 11 11]11 :1 .� I 11 : : il WOOD FRAMING SHALL BE PERMITTED WITHOUT PRIOR REVIEW AND I , 11 ........., _ � �_ � - 11 � I I 1 !!�, �, � I I 11 I . , 1� I- I I F� L I FOLLOWING: 1.1-1, Z f l' I 1 1 I �' J !,� ! , - 1, � . � � III i 1, I, �il: I 'll'i � 1 , , I,., i� : ;! , i j"t � , 1, ,l I 1. I - . I I I , fl: I'' ,� ! I ...- �� 11 , , , L '': I � ,,... - �I I I ...� 11 I I '' 1 , � I _i� � , , �! i� ,, I " APPROVAL BY THE STRUCTURAL ENGINEER AND ARCHITECT. � ..,.:::�::: I ,�,� I ; , , I i;� I :I �l: T � ,ill ! ,� � i t: iI � ,��,� 1 1; : � I ,��: ��!� ,,�.",I��:]:��'I'l��,��i��,,,,�:��!��i��:��i��,��: - I I, I . I � ; ,, :� I 1 ; l: " , . 1 11 ; i .,..,�. : � � %�, r�;;�� I I - I I � I :I �� ill , , I - i �� - i� a. PLACEMENT DRAWINGS FOR CONCRETE AND MASONRY STEEL 7. CONCRETE MASONRY UNITS(CMU) � � I I I i; T � ;, � 2 ;� I � I 1 � 1� - 11 I I I �! i I I � �, : � j�j I I I � I .I ... 11 � ��I., I ]��]],]x]��,]]]].:]::' � I � , ,...,::,: I � I I� ';,�:, . 111� ,.:�,::,�]��11,1,��]��,111].:]::', I I , I L .- .1 , .1 � ,�� ""I'',�,__"", , I ;, :� , I � �:,� - I I I F� , I'�ll ,�l".,."""",�,�,�",�,:�.�.,.::....,.: : . ,l Ill I , , I I I I � ! :� l�! � � ", : �:� , - ... I ........- I ii , � � i � �: I I 1. , ,. " I - I , I ..., 1, .: I .1 1. .:: I 1� I I : I I I , 11 I I 1, 1, , I I I �! 1, � I i I � 9. CONTACT ENGINEER FOR ANY CONNECTOR TYPE NOT SHOWN OR IF I � �� :,�::�,�� ]�]��]i��. : ]!��i�:�,`��::�i:�: ��i��!!��i��i�� , i! � I � 4� I I I � :, , i j I I REINFORCEMENT INCLUDING BAR SIZES, BENDS&LENGTHS a. SOLID AND HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS PER . J; iii�i�!�!,�, ��I� I I ti I � r � ! i� , , I I , .. ...... 11�i�!�!�, ]��i�115; I I , I : I I , 4 � � : �� 1 - I I i: i , , I j- I ,:il I i I I � I , ,: "I'", �,�,v�: I � I i :i I - , ,-- - I 4 4 , I., : ,1�, i , !� � I I, I "� ALTERNATE CONNECTOR IS REQUIRED DUE TO A CONFLICT OR DISCREPANCY. I'll :,.:��,: � ��]�],]]]�:]�:�:�:�:: ,��,I"', ,�::,�::�,11,111_:..:.. , ,��: - I I I I :�,�[ i t � I .: 1 2 . ! .. ,:� I � I� i i� i I: ' I I I l :;:, I V,....., �:, I - "',I.''..,... ,::.::�:,:�., I I � i �" I I :: , � : I � b. FABRICATED STRUCTURAL STEEL ASTM C90 , 1,I,- I, 1.11.1.1.1......,.,, "I' '. 1- I I I : z I I , I ..... 11 .1 . � .... I ,,,,�� I , , �I 1 � ; . I I ::�:.�: � - ,,,, � I I 1 I I I I � 1 . . �,]]�::�::�:.:�. :�.,��i:":..,�.:��.��:�::��!�]��. I ]]]�::�::�:. - I 11".- . 1.1 I,, I I I , I "......., 1, I I :�L��",L L�9 �r�I:�:�0:]::�::�:L:LL�L��'L� ,,� �� I t r : I I I � 1 � , LLL:L:L L I , I I : i I I ! I ,� � � -I 1 � i � I r�r r L L I � I I I �I I I� ! I :; i : : 1 4 1 1 1 1 APPLICABLE SPECIFICATION AND SUPPLEMENTS OF THE AMERICAN PLYWOOD r I I Lip; ,It I �� I I I � : . I ' ' I d. MASONRY MATERIALS, PRODUCTS,AND ACCESSORIES c. 1900 PSI MINIMUM COMPRESSIVE STRENGTH OF UNITS OR AS REQUIRED �� : � I I I ; i I � � : i I � �� : 1 I. 10. ALL PLYWOOD AND OSB SHEATHING SHALL CONFORM TO THE MOST CURRENT .� i I � ,� : � ,� I c. CONCRETE MIX DESIGNS � b. TYPE N-11, NORMAL WEIGHT I [� I I - . _�� I I 1� , I i � 1: 1 : I I I I �� r � � I , � I I'�� :. !� I i I r 1 i I ASSOCIATION l INSTALLATION OF THE PANELS SHALL BE IN ACCORDANCE . � .. 1,� r 11 i I I I I : I I I TO ACHIEVE 1500 PSI MINIMUM ULTIMATE COMPRESSIVE STRENGTH i " :_L r I I I : I i� � � e. PREFABRICATED WOOD ROOF TRUSSES (SIGNED&SEALED) i 1� �' I I I I ! I -L'i I I I � i r : �7 I I I r WITH THE RECOMMENDATIONS OF THE APA. EACH PANEL SHALL BE I 11 I � i I I I I � I I : I i I I lo . i I 7 � � I � i, I ,I OF THE MASONRY ASSEMBLAGE (UNITS, MORTAR,AND GROUT) , I � i 1: I I I ,, - I 11 ; , : I I I ; I I 2. THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS PROJECT IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE APA AND SHALL 1. I I � : ! � : , , � L, i, ! : i I I i ll I I L : r I 1 i I i i : I . I : : I , ; I I 1, I ; I ,I I 1 � � il L i ,� � rl : I . � I r � I IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND FOR GENERAL 8. PROVIDE CLEAN OUT AND INSPECTION HOLES AT BOTTOM OF MASONRY WALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE APIA i., ". I i :1, !L � 2 I I I I i � ,; � 1 1 , I r i I , :- I I : �; �� i "� COMPLIANCE WITH THE INFORMATION CONTAINED IN THE CONTRACT i 11� � i �� I I I I� 1 , 1 � � I i i I � t , I � I : , I I I 1!1 I 1, I IN ACCORDANCE WITH THE MASONRY CODE IF HIGH LIFT GROUTING (OVER 4 . !� ,� I I , . , ! I� I � ,� � :, :, I I I I r . PERFORMANCE STANDARDS. . : I 1, L L ; , : : I , �1! I 411: 1 1 � I � j ,'L : I I ; r: H I 1 , I I ; � I � � L . I :1 I : �� , L i ii . I � : L I I 11 ' DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DO NOT RELIEVE . ,1 � : � I : � � : L r I : � L i I I I � , L I : 1 r FEET HIGH IS USED. . I ___ I I . I 1 . ji�,�L � � I I � L � i i I I I I - r �lI � - I . : 1 ,� i I : i E I I I �, I I - !: � �� L I � I 11. INSTALL PLYWOOD OROSB SHEATHING WITH LONG DIMENSION OF PANEL . i �, 1! � [ i , I . .1 I I I ; I 1, i :; , ; L : I� I I -, Li �,� I! � :; � � ,� THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS. 9. DEFORMED BAR REINFORCEMENT SHALLc6`NFORM TO ASTM A615, GRADE 60. , - �l- REVISION/ISSUE DATE i :_ :I : , I � � ! � � i � � i � � �� i I i �� I I . L '.. �ll� Jt i! , I I i [, 1 � r 1 1 . � r �� I I I . , � ACROSS THREE OR MORE SUPPORTS. PROVIDE 1/8 INCH SPACE AT PANEL - I � 1 �: - 4 I I I I . � i , 'L i� � 'L I 1 1 4 , � 1 : I� -.-_ I � , I : ! I I I I i I I I I � i I L THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS WORK IN A SAFE PROVIDE LAP SPLICES OF 48 BAR DIAMETERS MINIMUM. PROVIDE BAR ENDS AND EDGES.ALL PANELS SHALL BE ATTACHED AS INDICATED ON PLAN. i : , I I t� : � i . i : ; I I I I L I i I : : : ! i . � I [ I I I � � : I i L AND SATISFACTORY MANNER. SPACERS AS REQUIRED TO PROPERLY LOCATE REINFORCING. . I I 1 L � i 1 � : L . � I I i I . , : I, I I � I I I I I I : 1 I I I I I I ! I L � I �� L i ; �1 : � : j � � ! ; I , I I i � I I i I: i � r � � I � 11, I : l ,� � 5 i NG SHOWN IN SECTION IS APPROXIMATE. COORDINATE . r I I I I 1 : , : I I 1 � : - r PREFABRICATED WOOD TRUSSES i � I I : � I i : I I I . L . I ! I �I A S I I i � I I I : r ; i I 11 FOUNDATIONS&SITE PREPARATION TS WITH ARCHITECTURAL DRAWING , l ,. 1 1 � I : i i , � i i �i' ! . CTUAL COURSING REQUIREMEN I � I � : I � � t li, 1. PREFABRICATED METAL PLATE CONNECTED WOOD TRUSSES SHALL CONFORM . I I I I I L I I : � � : i : I 11 � � SPECIFIED ELEVATIONS,AND EXISTING SITE CONDITIONS. , I � I I 1. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED SOILS OR I I I , � � i I I � I I i TO THE MOST CURRENT APPLICABLE VERSION OF THE DESIGN i I � r I I I , : I I I � I i i , I I I :: I I , i , 11 � L ; : f L I I : I L I I ! i 1; PROPERLY COMPACTED FILL HAVING AN ALLOWABLE BEARING CAPACITY OF . GENERAL � i : I i I I I , , � i � � r ! � � i � I , SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD ROOF AND FLOOR I . .. I I I � I i, � I I ! � i I�; L ' i I r ! I � : I I : I . I I . I r I ! d I I I I I � I I : !;, t 3000 PSF.THE CONTRACTOR SHALL ENGAGE A LICENSED GEOTECHNICAL CONCRETE/MASONRY FASTENERS AND ANCHORS TRUSSES, BY THE TRUSS PLATE INSTITUTE, INC.,ANSI/TPI 1: NATIONAL DESIGN I I r ! I I I �11 I I I i I � I � . I I I i I i L i I l V ENGINEER TO PROVIDE SITE PREPARATION PROCEDURES AND VERIFY THE I I : I i � . - I I i I t � I I i I I i � I - � I �: I I : I i 1. ADHESIVE (EPDXY)ANCHOR RODS OR REBAR INSTALLED IN CONCRETE OR STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, i I � I : I ! i �: , I I 'r BEARING SOILS HAVE AT LEAST THE ABOVE NOTED CAPACITY. I I I : i� I ill : : � I I : I ; I I STRUCTURAL I I I . I I I I I 1: I I ! � i 1 � MASONRY SHALL UTILIZE HILTI H IT-HY 150 MAX ADHESIVE CONCRETE ANCHOR AND THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER I I ll I I � � ! � , I I I l I L: . � � 1, I I r I I I I I I � . I � I � I I I � I L 1I I I , � lI , I : : : � I I I : I I I i I I 1 2. SITE PREPARATION PROCEDURES SHALL CONFORM TO THE INSTRUCTIONS SYSTEM AS MANUFACTURED BY HILTI FASTENING SYSTEMS, INC. OR AND ITS FASTENING, BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.THE I �f I , � ;, ! , I 1� I I � I -I I � I : I I p �� ) : � , ; : , ; I I I � . I :, � i � i � I i 1 :�': I I L . I 'i . � � z I � I ; I A . I � 1 1 I I I '' AND FIELD DIRECTIONS BY THE GEOTECHNICAL ENGINEER OF RECORD. PREFABRICATED WOOD TRUSSES SHALL ALSO COMPLY WITH THE ADDITIONAL I �, $ 1 ; � I � ; t I : 1 ; , Ir' , � �, I ; j , - I I I: I � I I I li�, I ,,, j I I � I ; L, I ! I APPROVED EQUIVALENT.ADHESIVE ANCHORS SHALL USE"HAS"TYPE ROD � �� I , L I Id I 1, , �, I I : I � � , � ] : 1:i, ; 1 � : I I I �� I; I I I Nl� �; CONFORMING TO ASTM A36 STEEL. HEX NUT SHALL CONFORM TO ASTIM A563A. ,�! � ��I . , I I I I I I I I :�, t 1 i , I . 1 i' i ,I I ; : � � 1 �, t: DESIGN, FABRICATION,AND INSTALLATION REQUIREMENTS SET FORTH IN THE I I I I � : e : I :, : � 1 I 1 t ,V :� : 3. THE CONTRACTOR SHALL OBSERVE WATER CONDITIONS AT THE SITE AND , - � I I I t I 'll , r " : Vi i � - I 11 � I I 11 LNOTES I , - 11 � �l � � ! r ! i I I . . " I r, 11 I I 1 ' '. ,ll, I � li ! I I, . L � , 11� J, �, � i� I' ' � , . 1- I I I � !r I I , i 11 �� ,r � � : CONSTRUCTION PERMIT DOCUMENTS. � ,. 11 L � I r I � �, i � I r ! I ' ill, , 1 :, .; T: "1� �L: TAKE THE NECESSARY PRECAUTIONS TO INSURE THAT THE GROUNDWATER 2. THE INSTALLATION OF ADHESIVE ANCHOR RODS OR REBAR IN CONCRETE OR � , . ... , I I I I � I f I � , I I , I 1, � I L ,� I � I L I I I I I I I I I ; � i I � L - - I ! i 11 ril : . I , I �. ; : I � I I I i , � 11 I , �, I I I 1 1 1 1 1 L � 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED BY THE DELEGATED I L�, I I � I �� ! : � ' 1 1 : LEVEL IS BELOW THE FOUNDATION EXCAVATIONS AND THE SURFACE OF ANY I I I r . I r I MASONRY SHALL BE IN ACCORDANCE WITHL THE MANUFACTURER'S I . I I , I . I r I r � V L r ,� I , , : : '' 1: � i I I L' _!; : . I , � I ; I i � I I ! i� ;,i, . I I , I i i� 1 I � . i I 7 1 : r r : ! : � I I . I �11 ; COMPACTION OPERATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF INSTRUCTIONS AND RECOMMENDED PROCEDURES. HOLES SHALL BE TRUSS ENGINEER TO SUPPORT THE LOADS SPECIFIED IN THE GENERAL . I �, l � I I L I I I ;I !I . � I I I I , V : I a � I , I � P L � : � I I . I I I !: : � : I :''r i � :1 THE GEOTECHNICAL ENGINEER. BRUSHED AND CLEANED WITH COMPRESSED AIR PRIOR TO INSTALLATION. STRUCTURAL NOTES AT THE DEPTH AND SPACING INDICATED ON THE . � L- I 1, i, � L : I : I T L : � I � I I I I , � - I I I i I � :� : I I i �r � , I�, ! , . I I I I . � I ! L ! i I 1 4. LOCATE ALL EXISTING UNDERGROUND UTILITY LINES WITHIN THE INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. CONSTRUCTION DOCUMENTS. PATTERN LOADING, UNBALANCED LOADING, r .. 1, I � I I . I I i � � I I I _L � � . . r - I : �i i � I I I ; , I L ! � L I ILI : �: � i � Iii � . 1. I I , I I : " I � � t I AND LOAD COMBINATIONS SHALL BE CONSIDERED IN THE DESIGN. WOOD L I � I I : I 1 . .1 I L I � , I . : !! I I I �: 2! 1 1 1 1 CONSTRUCTION AREA. REMOVE OR RELOCATE ALL ABANDONED UTILITIES AND 3. ADHESIVE ANCHORS AND/OR DRILLED AND EPDXIED REBAR SHALL NOT BE , ' , I I �; !, � : . : I I : �i i , � I � r I I I I : I . L I r � I I � I TRUSSES SHALL BE DESIGNED WITH AT LEAST ONE HORIZONTAL ROLLER . 1) L � V ; I I I L - I � i - t I I " I � 11 ,� UTILITIES THAT MAY INTERFERE WITH THE NEW WORK. PERMITTED IN LIEU OF MATERIALS EMBEDDED IN CAST-IN-PLACE CONCRETE . � :, I I I ! : - I � � I L I I i I I : I I l: i L � I , I 1 : �� ' j. , 1 CONNECTION PER SPAN SO THAT NO HORIZONTAL REACTIONS ARE INDUCED I - , � . I I I I I : I ; I I ! ; I � I i I I I I I : I l 5. ALL ORGANIC MATERIAL AND UNSUITABLE BEARING SOILS ENCOUNTERED OR GROUT FILLED MASONRY WITHOUT APPROVAL FROM THE ENGINEER. � . .,,�I I I � ,� I - . . I �� 1: r � , I I i :: I � �j i I L I ;1 I ,r I -,i , �I �_ I I I I : I . ON THE SUPPORTS DUE TO DEAD AND LIVE LOADS.THE HORIZONTAL � , � � l� I I I � : i I I ? I � 1, �, I � I I l I . . � -1 I I . L - , I i: I ,r I L I ; I i : I i, i DURING THE FOUNDATION EXCAVATION SHALL BE OVER-EXCAVATED AND TRANSLATION AT THE ROLLER CONNECTIONS DUE TO ANY APPLICABLE LOAD I I `� , I I � 1� 1 : i � . I I I i I I I i 1 1 1 ':L . � E r : �� i i I L � �; � , I , , I I I � i . . I . ; I I . . , 11 � I ,1 1 � I Ill '� � REPLACED WITH COMPACTED STRUCTURAL FILL. THE EXTENT AND DEPTH OF I COMBINATION SHALL NOT EXCEED 3/8 INCH. - I I ,� 1: 'r I I , I I I . I � i. I I I : : I I . 1 '�� I . " I I JL ; I I I I ., r I i I I I � � ; ,�; OVER-EXCAVATION SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. I I L � I : d I � I �! I r c �il I � I � I � ,� . " , I I � ! A I � I� ! L � 1� , L i � I I I I I . - 3. ROOF TRUSSES SHALL SATISFY THE FOLLOWING DEFLECTION CRITERIA: I . I r l r " I I i[ I I I L I I � I I � I I I � 11 L �j� \�j _S � 1,��L ' , ! L I I I 1� I I I I I r � : I i I 11 I I �: 6. THE CONTRACTOR SHALL RETAIN THE SERVICES OF THE GEOTECHNICAL J1 I P I ; 11:1 , I PERMIT" DOCUMENI I r � I i I I i I i 1 ! . a. THE DEFLECTION DUE TO LIVE LOADS SHALL NOT EXCEED THE SPAN . I L 7 � , r , ; � . r . l I I . I . � , � ! I ENGINEER OF RECORD, TO INSPECT THE FOUNDATIONS, BEARING LEVELS, r I � �I� 11 � � � i I ; I � � I . I I ,r � � ! i I i i � LENGTH IN INCHES DIVIDED BY 360. I - I I � - L � i � , i � � r 'I ETC.,AND VERIFY THAT THE MATERIAL ON WHICH FOUNDATIONS BEAR HAS AT I I �� il I I i i � I . . I : i, 1 . I I : L I � Ill THE MAXIMUM DEFLECTION DUE TO THE TOTAL LOADS SHALL NOT . I ( I .I I � 5 I . I I � � I � I I I � : I i � : [ ; I � r LEAST THE ABOVE NOTED CAPACITY.THE GEOTECHNICAL ENGINEER SHALL " ' . I � 11 L I ii,i I � I � � � i ,� EXCEED THE LESSER,OF THE SPAN LENGTH IN INCHES DIVIDED BY 240 1 1 1 1 1 ` . I L I I i I I I - � ! I I I i OBSERVE AND MONITOR ALL SITE PREPARATION, EXCAVATION AND � . . I I �: 1� L ,;i i I � � i I 1 r , � � � � : r I :! i I I i i I I � I BRS AS SHOWN 11-04-13 1 1 � j 'I L ; OR ONE INCH. I :: i I I I : I � ; I I I I COMPACTION OPERATIONS. I I : I I i � ; I I :1 I � � I � : i I : 11 � I � : I I ,!� : I i NO. DWN BY SCALE DATE ! � � t � I I, 1! I [, : : � I i� �, I "11.� i�j � 11 I r � � I I I I . ! I I I r i I � i - I - I I i I � V . : i - I : :1 I i I :� I I I i I I ; : . � I ; I ; I I 11 . I _! L 1� j : ,� 1 ! : I I . 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CONDUIT (CONDUIT SIZE PER SPECIFICATION AND NEC). 1;1 : il� . . � : : : . . � I I 'I 11 I 1� . i l � I'� I ,� ! �� q I 1; , .. : : % I I I t + : :� I I I : I i SHALL INCLUDE PHASEj NEUTRAL AND GROUND CONDUCTORS AS REQUIRED FOR �. BREAKER IN:PANEL Ll VIA . I % � I I I � I . I � I : 1:; ;: � I I � I � . : : ,,, I I I 11 . � : I I � w I : . : : � � I I � t I I I �,I I t . ..I". : � . . t I I - � . . � I ,�I !I � � : 1 I I� I i I I : I 1. I . � ii - 1 �I 1, � i , . _ i : I 1 , I I i I I CIRCUITS (UNLESS OTHERWISE NOTED). . : �, � : � � . I , � I I I ii I , : . I I I f , I i I ! I � w ��. I LIGHTING CONTACTOR #2. : �. . I � I ,I I I l I I I I : I I, I ; i I .. . t . . I , i I I 'I I I I i 1, I I I I 'I , :,1, I ...:............................................�......%. : - I . . :11 : . I . I .. . . , � I _ I I : i j I , l , � 7 3. 120 VOLT BRANCH CIRCUITS, WHERE THE LENGTH OF CIRCUIT CONDUCTORS COMPLETE FROM : . : ............. , , I, ' ' I I � i I i I I I I � I : � . : i N�... ...................... 1: I , I I � I ; : . I I : � 1 � I : I � I : � I I : : . . : . 5 : : I : , I I . : : . . ; . � : I � i:1 :� 11 j '' 1 ! i i: 1 5 I : . . . . . I I � �i - : CIRCUIT BREAKER IN SOURCE PANEL TO ANY DEVICE ON THE CIRCUIT IS 101-175 FEET FROM : w . . . � . � I � 1: � It I � I! I I I � w w I I ''I ; � I I: I I I :I I : i� . 11 w . 1. . it t : w I i I I . . : : .. t . : : I I I : I � i I i POWER CONNECTION TO EQUIPMENT . . : : ENT I I 1 1,I� �i � ;, I .1 ,, ! I I � � I I . � � - � I i � I I : I , FC-1 . .1 : ,. : . : � : : I CLI I � � I I ,. I : .. . . I . ; I . � . : .� . . I I, I: j I � 1 4: !I I THE PANEL, ARE TO HAVE #10 MINIMUM BRANCH CIRCUIT WRING HOMERUN (3/i FROM . . . .1 � I - I I . � I i I 1 , l I i 1:t : I., 11 . . 1 3 � � I .. . : : I I I� . o : . . 11 I, I i I I I . � . I . . : I I �. ,� :I 1! � ,� I i. i ,: i ........I...... , : F ,: : 1. : � 1 I I I � : I ; 1, : % � : � I i I �! . t �� .:....... .....:. ....... ....... �...... ....... ....... ...... ....... ..... : � � . - � I I ,�; � :1 Z l :� i I l �: 1 I �! � PANEL CIRCUIT BREAKER TO FIRST DEVICE AND #12 BRANCH CIRCUIT WRING THROUGHOUT THE , 11 11 I : l I I . ,I 9 �: [I I I I : I �: : : I i I I I I � : . .. ....... ...:... ...... 2 . � I 1, I Il : '' I � l!:j, t I I' , i � ' ' [I , , .,I'll , it ... ,�...... .....� I . , I 1 1 � � I ,� � : : . .. 11 I I i � : I I � � ! i ,, . I . .1 I I I i � 1; j ,it :I � !� : [� ::, . : I : t . � .1 ,; . I I I I 1 1 i I t I : . . .. I , I I i : it I I I : 1:i . . . : I i l . .... ., . . I I , - I .....�...... ." I I I lt'11!1�1 . � I i '' I I � � 1; I i� I :1 I l l REMAINDER OF THE CIRCUIT. (CONDUIT SIZE PER SPECIFICATION AND NEC). FIRST 75 FEET r � : I ! i ; ...,.......�.......... I,0;�.o�,,� Fleet Landing I I I 11 it I i I l I I I I l , � � I I I i I : �L I I : �:::t::�::::i:ij§§! !� : t I', ,�",04,- - . i ��il I � ! I . -1 � . � : : . � , I � l � I i . I I :1 I i, t ;� � it � � 1 ! ,: ; - I I I I ; OF COMBINED HOMERUN AND BRANCH CIRCUIT TO BE MINIMUM #10 WIRE. (3/4-C). ,.,. . . .!��i!i�i��i!i!!!!!!!!!��!! � . . `�, : 1 : 1 i I � I I � � :' ' : [ I i I I I 7 I ..... . ,1 , � I � l I 1, I E I I i LI � : I I t , 'I " I I --1111_ .....�111"....-, . :: : ,:� . .:. . I I l I 1 i I �I it I ��, , 1 , I i l t I .1 . V�-.1-11%.., 1- %%�_.....� ,. . I � : � ,. . I - . I. , I: I I I I it � l, , I I i I I ; : I ' 'I I; I i : M ft . ....... ; :: i I; 1 I I 1: I � I 1: :1� .� I 11; � ... 1 FlIi Landing Blvd � I i I t :1 : � .� . I :..M.- . I.., . ! I I 1: I I c I .I .........".'...'... . . .... . 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CONTRACTOR TO FIELD VERIFY EXISTING I . . : :i. : A : I �.. : I :, I 1 � � I ; l I, I I I I 1 i : � I I I I I .14 . ; : , ,, ii � t I :! I � : , � , t !i I it I .1 I. . 1. . ... " ., I : l I I I 1 2 I I . �, : i : � I ,t I ii I , I ,.,� .. : ... : - - : I.. i � i . ._ .. _ 11, I .. ,.,: w � . ,� ... � . w I '. w . � . '! , 1 I I It � I � I; I I I .11 .11 ....- . A� . ". I '. 1807 Third Street North I , . : . .1.1... .. : I � ::I , 1 1 1 ;� , � I ; I � I !� " ; I SERVICE AND DISTRIBUTION COND11IONS AND ROUTING OF CONDUIT PRIOR TO BID. CONTRACTOR IS RESPONSIBLE FOR .,� . %% � .. .. .._ . I I � I I ., I� I, , i I I 1 I � . I . . ,/ ... .......................... : .� � I , �: l I � i � i : I, . � I I I � I t I �� I ;i 1: I I , ...:.:.� ....': �. . ., . I [ I I , I I , _ ........................%_ 1. . .. .. '. I � I r 1 i I I : it �� , : 11 RELOCATING CONDUIT FROM THE PROPOSED ROUTING SHOWN TO THE ROUTING REQUIRED TO . �, . ,., .. : - 11-%-m.......� ...., I �............�....... , . I ; I I i I I . .1 .. - ......- � '. . .� .. I : li it ll: I I .. .., ; - ....". .. ., .... Jacksonville Beach, FL 32250 1 1 : I I 1 1 ,......�------- . . ..................1.'.'.'.1.'%,��..%.%%%'..'.'.'.'.'.'.'.'.'.��........... .... . I � I , � l I �! . ;: I I I.. . _ .....I.....� . �, ... I � ;,� I . I . I It I I I 1 � l � I; l� I FACILITATE INSTALLATION PER SPECIFICATIONS AND APPLICABLE CODES, COMPLETE WITH ALL .. ..� : . .� 11�'. I . I : I ; I , i i 1; 1; I I � I ;! I .1 1 �, % 'I, , I . . 1. I I I I I I I I � t I , . ; I . : . � I I, I, , :It I ii ': � -1........ BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED . "/ . I Wili I I I �: I�i i ! i �, !; � � I I, j , 1 , .....'..".""'...'..... I, ........","...... ............. i � �� i ...........'...".""'.... I .T........."""'.... � I ; 2 i t � I i , I . . I , I � � I I-.....___..... .... .� : . : I I i :4 ; : I I ,� j � I i l �I I COORDINATION AND EXISTING CONDITIONS TAKEN INTO ACCOUNT. CONTRACTOR IS I ..... . : .'. �'. I I I I I I I : , I I . I l :! i;� , ;: I i , -......._ / . . ".. ... I Ii i� I , � l I il I � :1 I 1 i I I , l I I ... . . , i I ,�, I � I I : .. . : . I ..... I. : : ...... I.... ,I� � , I i � 11 I I, , I , � � ! I I I , 1 � �� , !,I � I i i RESPONSIBLE FOR ALL CEILING AND WALL REPAIR/REPLACEMENT AFTER ROUTING OF CONDUIT. I . / : � I I I , i�: it i I , ,� j i I ,i I , I �i: i � , I : : �. . - I I �� I I i'd ! � �� I � ,i I:i I I �i :� I , I t : l � 1; t!I i:�1�I , 1 / .. . � '. . , I I I I I .p I i I I , i I I I . I .1 : - - . �, �I �,,% I I , I � 1 I I I I . �i 'I I I ,i I 11 I I :1 I I � .. "Ill ; : ,". .1 II � I I , I I L I� I li � " 1, I 1 I i I I: I i I i: [1 !, : I I . . : I.. ... I I I I - � ,! 1, I I w � : .. it I � : , �:i !:, I": I �.� I l !I , , I I, I I i � I � I . I I I r I : � i � : , �� i 1: F '', i: I : : i � � : I I I , I a ..... ,, ..... ... .. STRUCTURAL , " l 1 ; I I : 1� � . . ..:� .%.......�. A�% .%%....*.%=%.... :,7: %. ��-. . .� . I � . ...... : t I I .. ,... .....I... . I . I �i � :! I � I� I �t I I I i ,�: �� 7. SPLICES IN LIGHTING OUTLET BOXES SHALL BE KEPT TO A MINIMUM, PULL CONDUCTORS . .. � I ., : . I I ;: ; : I � I i 1�: I I � : . , :I , .......... ... ::: I : � , I 7 � 1 i I � �� ! : .::::::::. � 1: I I � : : I I I ; I / . : R: : .............. ...... -... ......�.......... 1. I � - I I i !, l i I ? I l I I I t / I - ..... "I ........................... 11 I % . , I . . . . I � , I il I I I I i I 11 1:i I ..............._.____......1.1,.............._...�. -1 .. .11, .." . . .. . I I I �. : . . . � .. . . : i ,�i I I: I i� BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, FLUSH MOUNTED THROUGH TO DEVICES, EQUIPMENT CABINETS/PANELBOARDS. SPLICING IN WIREWAYS Is NOT - : �." : . : .. ".. I t : 11 : � I : � ...." e .- � . i l� 1! � I � I I ;: � I : �, I : . . I .. I I 11 I : � 1, l . : 1. . : . 11; : I �1, , I I 1 I I 11 :1: � . . .. .1 �.. I. II- , t / : - !i. s . : : � I I I '' � l; 11 I i I � ,; t I : : : - : . . Latitude 30 Engineering : � . .It . . .. . .. :�,`, , I I I i I I � : PERMITTED UNLESS SPECIAL WRITTEN PERMISSION IS GRANTED BY A/E. �, : : t .. I I I I 1 , I I 1 1 : I , I . A, .. 1. : : .. . t I I � . . - z .. I , ! i I I �i �, I I � � : ,I I, �� 1� : I, � : : : : . 1. , I r- I � �� : � 'I i e I I � I, � � �01 f I I � �, � : . '. . %. I t I I �� 11 I I � I ;:I 11 :I , - 1 I I I ,,�, .1 1'.� . ..: . . : .1 . . . '. 151 O-B Second Street South l I I A I � I . , � !I i� I . ,I 1! 1 1, i 1 i I I ,lt I � I : ::.::.......... 1. I , .. 1. I I , i I 11 I�� : I I � I I l I I � I - . - .. .. % .. . .. �1. �. I I I �i i I � r Ill it 1, . : �.� . ..*.*.'.'.'.% I.. . : I I I 1. � : * � . I , I III I , ,,,, �t � � 1 !� I � � ,: 1,; I . . ::::::::........... :::::� ,� .: : , , : � I I 1 Ill � ! I i 1 I [I . 11 .. ..__.�._ ._................... . I I I I I.. ... .................... � . .. : � I ,i ,:, I � I I . . I :: i 11 I i 8. NO SPLICES SHALL BE MADE IN COMMUNICATIONS OUTLET BOXES OR PULL BOXES (I.E., FIRE I ,t,�_... ...::1..%.�%7...%.%.% _�7.1.... ..I ...*% I. 11 Jacksonville Beach, FL 32250 1 1 , I; �i� I I , 'i ; l ; � l : I] l I 1 ". I : ... .............._...�7 .�.1.1w:'1'1'_ 71 .. .1 I , I � I jl� l,: . 1, � I ,e I I' � 1 LIGHTING ,. I : - : .. 1, I ,� � [I i I j ; I I i � 1, : i�� I � I I I . ::, � � I i I� I � I I � .1 . : e I I I I � 1 i,i I i ; I I ... I . : . ., I I �- I w ., I � . �. 1. PE No. 58773 1 � I I � .1 . . 1 I � I I I , I I! � I It � I I ! � 1 1 : i I I ALARM, COMPUTER, TELEPHONE, ETC.) UNLESS SPECIFIC WRITTEN APPROVAL HAS BEEN GIVEN % I . I I 1; :1, � .I , I', I I , I I I I ,II l , I I 1 �: � 1 1 : I t! � li I I I � , I I I k 1 1 . :: �� A . . I I I I ,; I � i i r , � I r I I I I : ... .; . : . . . . Certificate of Authorization No. 26691 1 � I l!� 1, �, I ij�l ,I !I I , . .1 : .. 1: III I I : 4 Ill I � i I I , i I � , .. , e . . . : .. N I I l , il 1. � i�' I I I I� l ; I ' 7 � I ; �� I i BY ENGINEER. PULL CABLES THROUGH TO EQUIPMENT/TERMINAL CABINETS. . :'..'.,��: �: A ::��: �::'___ **** . % .. ,t", I I,- I � I ; I [ � 'i, I I I w .1 I., . ......'......'' .. � I . I I, I I I I 11 I I . : .2 �:.::�:� .. . % I I � I i� I 0! ! , I � , !� � I - I 1;j 1 ; �,I " � E330 FLUORESCENT STRIP FIXTURE �. : .. . . ........ : 71, , " � I l� ;Ili i i: � il � l I I I I f ,'. . . , I �,i 1 �, . : '' l , I! , I I t: i �� 1'1 I I l . . I 1, " I, �! : � :. I I , I I ,I �, � 2: �.. . . .. �,:, , . *. � I . . ,�,�t'' � I I , � I I ��, It I! ir it I i� it � 1. I I : ,. '*. � 'r" t r 11 I . I 1, . I 0 I 111 li: i I I I I��, :l� 1� : ;, � 11 I� I I 1�11 i,!' i I � I I .,,,,- �_�.,. : .1. .. ;I , , I � t , � � I I., I I I I : � . 111. " ", "I I � ,, A ,, � 1 l, li � I :! , t , I :� it i � . ., .'. - ..�% . . I I : . . _ . . 1� "I , I , . "I , % .. I I � , , i t r , , I i i � ''I :, , . . ..." � - : '.1 I I j ;� , , , �, I �, .1 ,. I . . 1, 1� �Ili l � I � �! r ! � � ,: I, 11 I .1 , I I I , I,i , : : I � , I I , i � � ,1� r, 1, i� , , � '' : I I :I�' � � � ii � I I ,:,�:� I � :I , : I f I . I ',� ,� 1, ,, - I �� ,: , il��t I I". .. . . � :� �i. 'I I 1 I r ,", . trI , �, . t. "... . : � .� .. 4 1 �t I I, :�, I , . , .1 �, I I � �!: WIIICH T'HEY ARE TO BE INSTALLED. I . , I - - _,,:::i... I . I... � ., I I t i l I ji lri ir � I � to� k �i 1�1i� � , I I I 9. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN , I ,��!��-,;,, ,�� :��-,�"',�,, ,� , I: , 2 , I I i � I . I � : i . 1� : I 1, ;� , I t I ELECTRICAL , , 11� I I ; 11 ,, 1, , I i , � I,; I , I I .... ,, , I i i I �� : ", . ; 'I. . :j I I" 11 , I I I - � t, , 1"r � , I 1 I i I - �i � i I I � I � . �, . I � 1 I w �. 1, ( �� N � : , '� ...� , I , , ) "1 " lit % I I : I � i I � Ii , �ltl I I t ,� ., I . � : ; �, � "I . w I ..., � : . . . I , � , I 11 I 11 I . - -_ I_ I �- ,: I ; , - , : i l . . . : -_ ; I ' ;� t , � .I ! 5 i Ili �:, i �4 1 1 I � I,I � 1 I I � I I l, A I I ,!:i� i , I I I I � , FLUORESCENT STRIP FIXTURE I � � ' �' r - ' I , I I l I � I 1:1 i 1, . �.._ . % . . . . ii: � i i : i� , I N , I . .. . - I : I l I I � I I ,r I I I ,, I� � 1, . . , ,, , .1 : I I; : III I :1 I . I . w �, . % , ��; I I I,, I I I I ; I A I'l w�.. ; 1��' . : I � l � �1 � I ; ,I I i I I ., . . . ... � " ;� I I I I �I I ,,Ii,� ,�jl 11-'i r I 0 , �, Ili I � � r I I �I I � . 1: i 4 1 i I I-,�� l! , 11 . . . : I I � 1 i � I �� 1 � , : !'I I � j ll� 'I � �__i . / : - ... .... . 1. . ,, � l, I'' I I I i i I I � ,,, ,I, - , I � : � I , . David Hunter & Associates, Inc. , I I I I 1 �l I . e . - .4 : ". '. . � I . . : ; I .1i Z � I � l � 1 , I , � � ! ,� 1,�1� . I ., s �'_" :', t i ;d I 10. WHEN ELECTRICAL BOXES ARE LOCATED IN VER11CAL FIRE RESISTIVE ASSEMBLIES, (CLASSIFIED � , ,: 1 : I I I r ii,t I ,, I � � I�l l I � �i I� I t� !I I , . �� : � � � . .. ( I Z � I � , I : i i 1 : -_ � I I ,� ,I ;�! ,�: I � i I 1 � I . .1, . I . I �l I - ", , I.: ; I 1 , � i I 't, �:i I, - . 11 : . : w '. I �l� I I I I I I 1 I l, I i : I 1 � � ! t, 11 � l I it I �f� .1, .. N . / I � I I [, I : .�I. . 1, . : I . . I .. .. .. �, , _ i I; I : I I I "I 0 FLUORESCENT DOWNLIGHT FIXTURE AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING . ., � 11�� Z REMOVE EXISTING LIGHT . .� : � .",./ I I!h � I I It Oil t 1 1229 Sumter Square Drive West . I I H; I � 11 1, , I I I i , . .. �. ; . I i;;i �� 1 1 i i �� I ,t / . ". : � it !I: I � i l I,� i , I B ;l1i I I , It � � , � . .. .1 � , I i!; �� I �� I :�:�� itli , : 1 I I � , , 1, : w ... .. � : % I I I �, I l �! 1, i , 1:t � ., ., . .. I... it /,", I : � . � I I t:l I "" .. `j� ` ,". 0 1 � :1� j ,I I � I 1 I I i I I i ,� THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET' ,.. : I �� I 1, I I : : I I I � , . 11 �� 1 � I � I � I I i � � 1, . I :,�. I - L-1; � I I , l �41 . . Jacks nville, FL 32218 1 i� tl 41 I I ��A I, , :, 1 , I j� � J: !I ! 1 1 � �,J,i� ,..., ..I.. : -z : .. I I I , � I it I .. . . % I I � Ill I � : i �, I � I : , it �I .-I., : ; I .. , .. . i � : i � ,I I I � I t, , I! L .. � �,,i 1jr� i t'' I i� 1 11 :I, ;� A , I :� 1 ' 'I i .1. I ; e : : . �', I I I ill lHi, i l, 1� � ,I,r ,,, ,,,� I � ,i ii : t � 1� �I , ��1�1 � . � : TO OWNER. : . .�. � I ' I I I I I � 5 i� ... : I PE No. 53375 1 : I 1�i, i 1 1 l , 0 , � I I I I j. ,�i� _, . .. - : ....................., :� � i�'of Authorization No. 9882 ! i I I t , . I . I ", ......... `* ..'. � , .. .. : . . ......... : , 1. � . . I I �Ilj i I . ; � : I, ��: ,it : 1, , " �, i� � � 1 1 I t 0 FLUORESCENT DOWNLIGHT FIXTURE WITH EMERGENCY BATTERY BALLAST. A. ALL ELECTRICAL BOXES SHALL BE METALLIC. ': , .. , i - . Certificiii �i .i �, � 'I I I li� � i � I : 1 ;��!��I I � . .......... i� � it 'I , 1 a : : . . : �� i: � 11 I 1 : � li, �, I I i ,,, , I " 1 , I I I I I I xxxl: . N li I I � : I 11� :! :11 / , .........I.... .... .............N B I I . - - : ; , i . I I I I l � I �: ., .:.,, . . 1. . it I I I I I f i I I I , � .....1 . - I: , ; I 11:I I r : ; �1 I / � : 1.� ... ..............:: : .... I 11111'�. .. . . ) i� 4i I � I I� I I I 1: 1 .1 .. .\, :XV...., .. I . . - . I . "I : I ,: I � , : .,:, : . I � ��li i ill, � I 1 1 1 -,t I i � � : i I I I : ' I I I i� i I ... 1. ... . . ..... I ,� I .. I I, , I, I r j: I . I : �I i, t:1 l .. . 1- .. � , .1 I ,� .. . ; . ,,,-_.....1.1 : . III . � I � �i I r I I I I � . I r � : I � 'I .. , . : M 'I . 1 1 r I � I ��, � 1, I I... .. 5 ... ; . Z � . " I I , . ., � I I .: i 1 il �, ,i �i i it ,I 1 7 1 I : I I ,'_... , : � � I... I : w%. I 11 I I �, "I I � I I �4 i 1 i I i � � r I � I ! I I I ,� I i I,I I B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. . .1, : : t .. . . '. I � I T I I , 1 1 i i I : ! e I I : � , !I 1 1 . I .1. -7 1� , � i J it F0 WALL MOUNTED HID, FLUORESCENT, OR INCANDESCENT FIXTURE - ....... ...... ....... ....... ...........I... I.....: . : .1 �11 I �t, It 11 i ; I " ....... .: ....... ...I... ...... ....... ....... , %* .. 1: i;i,'� 3 ji, ; I :,� , � : , I i :� I l I :, � i ; : . i . .... I I I I I , � : ."*'** .....11 *1111, . . I -1 I I I , . . . 1 1: I I �:�i ... \_ ; . ..1. � �.� ._ . � . ;�.- I I : � I I ; I' ' I ,, I I � i ,, I , . . -.1 _� - I I i , � I � I � ; ''I I � , � .1� I I I .i�, I:. t i It � � :� I I !i I : I i : I �: , , �i � � . � � I I , i � : ; 5 �f I� I .. . � ,. - I . I I � �l I I q 1; I � I I I .. \, : . . . �_ . I " ; �: ,!:_ ; 1, � � : � I I I I I ....., 1 ..., 1. � , l I ;,I ll � �fl, ! it I C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. _ _ . � . . � 1, I � 11 I I � I I I I i � � I I i� � I I �1:1 !, '.... .. : : : � . ! I I ,: �' I r I I r I I � it , I I . . , , . , �, . � ". ," , I � , it� I �i I I ; I . I I .1t, : 1. a I I!.", � I- I 11 f, , ; : ill I � I I � I I I I I I i I l .1. . : . . : I . r I I � - � . . .1 t ,;I I ill I 1 � � I ::, li 1, 1. � . t.: A� il it , l� I : I : I I . : . % : ,.� . I I 1 !1: � i, , � '' I ; I i 1 1 r I I I ,,�I I �: I t ..� I, ; .. . ,� �, I , . . I I I. I I I - I �i ... . : : ... I I I I ; � I I i I .. .. N, : .1. � I ��, :1 I I i I , I .i ] : I .. � :� I 1 I i!l I I i �� ii I �:: : �l 11 <. I t :; .. l � ; � I . � li:ii I,I I':' I ill 1 � I I 11 ,I,!, t � �, I I I ;: I I I l i% ; I � I I I I D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY I" ... �%_1, . I : I . ..... .I I I t,� I ;, 1 � I I ,�, l 1 , I I d' ' � I � : : i I i � � :: I: I I i I ��j � I t I I., I ; - I , � I , 1,1 : I � : � . 1 I tj � , : :, , , . . _t� :1 r � ; , � I � : �. . : ,:; ,it ''t : i I ill , i , ! , ,!� I � ? I 11 I 1 . 1_... : - .1.. I : �,j- I . I :, , , � �* . l I . I . I � i l . 11; : i!:I I i.;l : I i �, , , . .. I /** ! , II, ji �� :1 I o � i I i I : t FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL . I I . : " 11 , I , � 'j� I i , ,I 1 " I I I l :� I it I , � m �.- . 1, il�: � I I I � I .. . , l :l% i 1 � I I 1, � � .. iI il i : I :, Ii I ..., I� :'I'l , 1! - ,t : I � I � I it I ) I ........ . .1 1, " . I iI ii, ! �, It � I I � I I �, � � jr I : I ,$ i , I `_ . � I I . �:�� :I ,I I r I t I � f � I : I I I i I It il 1� I l I 1, I I i ;:, I I I , � I �; 1 1 � w � �. I I � . 'It it "�I I ��!I I I I I � � 11 I i � i I � � I I I 11,I�I 11:i z . : I , ,-, � ,I- ,It ;,I- ! �i;, ; I I I l � ! � I I r 1 :1 -�,� I,,' . "* I � - , ,, I t I I � :; � , � I I I t I I i � 11; 2 ,� . ... 11 - I ��::! Ilk-� � ./ � : %.,�.I I I , 1;� . : : I � : l: l�, E. PROVIDE A WALL AROUND OUTLETS LARGER THAT 16 SQUARE INCHES. THE INTEGRITY OF - 1,'. _ :� � � I , I I I I I ,, ... t 1 1 :� I It : �. I I -1 I.. .. � .". I I . � i I :I it , , I I 7 � � � I I . I ...., 11� : '_',.',� I . � , � ! 1 " J �, I I I � I � I � � 1 , �, ..I . Ii I ii!� � �i � : I � I :, I I I THE WALL RATING SHALL BE MAINTAINED. ) , '' I i � , � I : , i I : I , I l l I I '. w I I I l: , 1 , � I ,I w . I ; :7 : � , , : III I :� � : � 1 � I I I �t '... . '� 6 � I � � I I I i ,I 11 I. �1 1 1 1 1 I ill - � 1; . :I� I i 1: � !r � I ! I I i I ,: 1, .� I . � 1� j�l:; r " I I .:I[ I I i li I .it 1 , . I I I ; ; � � I ; ; I I :1 i � I I ) �:I I �i I I I I I , I : � I � - I .1 .1. :, I""';"I I I l I ,;,I � 1. I I I� I I . ,., : \_ � 1 �!� I ;' r l, I � t t I I I: i : . I 1: ''I , � . I t . 1� I t: � I :I X . . i ,I . I I - . ; I I I I � I I , i I I it I i : :, 1 : 1, Il I I 1. . I � I I "i- I r;, � ! ��i:� ,� : I !: : ,t : : I I I : � I I I I , j I , I r I . ,: 11 I . -, .", : ... ........ . I . � � I � - fl: �!,: , I , ,� , I ,�,Il ", , : l I I I � I i�'"i:" I I '' I �, .".... �: .- "� I . ,( : I,3 � : 11 II t 1� :: . �11. i I I I I i �� I , � . . I I , i, � i � 1 I : � . . I I I "ll 1 i;i;' I I I : � � I, 1 t 1 I ; i i 1, _. t . ... � I 1 . I , � I , I , I I 1 j , : , I� , 11 !� 1;1 . INCHES PER 100 SQUARE FEET. .1" . I . H ;ill ,,,�,- � 1 I I �':� i�I ` : I I, , 1 1 , i , �! t � I I . I - Ill I j li: 6 Ill I 111. I f � . I. . I . I I � . I � 1 , I .. I I , I : !! F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE I I i'l � I P:,Il 1 t I:� ; It ,I I � I , I % I � .. . . :1,; � , I.. , t . ! I ,, .1 ''. .� i �i ,:; I I ,:lj� , I 6 It : !it : 1 � I .. . I 11 I , I i, IV! I t ii ''; � " ,ti! 11, I :I It , I t � it l, � ! I li�� 11,1�l, ,�k " . .,..... , � � �j, Is �l ; i - ! 1, I I 11 jr , t I �: I �,; .1 I� . .., �� w \�, �', . I �, I I I I _ t� 1, � I I I "I ."� . . . I I I � I k 11 . , I I �, 1. I i I ,;� it li l i �, l j 1, :� � 'I 1! ll� - ... '.. Brian Burke, L.A. I I I � l , 11 l , I i I!1 - �� I �jl I I p�� [ 1, I :�ll� ;I I . : . -;�: , it, � , , l� � ilr t I ��,I� � I I I :::! , � ll ll -1 . . . ,.." t�!; I i ii I i 1 i�� I � , � � : I t i G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL BE -, ,...... .."', I "I ; . II I 1: ;� ! I : I � Ill : 1, : , It I li: !I t.. I � I I 1, , : 1� � I 1[ l ,I j,; l i[,I i I , � !It I I � ��:I e : .� _ I 11� �:, I: ;: I t� l':I ,��I I , I � , 1 1 :: % ;i .. _ I 1 I ir � . I I� ., , I I ,l , 1 1 ,,, 7 : . I l , � : I :� I . I I : I I .,� � I � ,i 1,: I I I i � ; ; I i I I l�I! l � . , I . I i i, L I r. ,I I l � SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. � . . � � I 1 I :� I I I� ,� I I i I : I I.. - 'I., I I . I I l � I I I I i , 1 1 , l , . , 101, Atlantic Blvd l I �i ; ! I I I , : I _ _ I .. z I 1 'r I ... : ... .1 t,, 11 I i �� i : � I I it I ,I I : i I � "< ; I I I I � i I 1, . . I I : Z 1�,I: : I,., I � I I I j! . "� . : %:, I I I I I i l ,. : 1, """ ,� c I I I i l I 1: I I !'I � I � I i I ! 1: . '. -1 Atlan Beach, FL 32233 1 1 1 . . I I I , � : .... ,�,::::__�� . - I I , I . : .1 . 1". .. I. I I I I: ; I I I I I I H. OUTLET.,BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. I.. �� I I I . . . �� I r l j I � I I I ., I ."', I I . . , ... ! � - I � r I I I I � , . .1.. . I , I I �I I : t I � I � I � : I I, j 'I' . . I 1 I � ; I I . i I '. I.. : .*.. "I'll" Ucense No. LA0001260 � I . - I 1 11 , 1. . 1. .... ,", I I , i I � �I % I i I I I I I I �I .... . . ". I. i�..y, I I : � � I I I I : I I . 1111:17� 11 I I 1. . . I . - I 1.� ,��.. I I . I . . � .� I �: � 7 I 1 � .1. 1, . ... . . I l � . . :�� X: . : I I i , : , I � I I. I � I I I I 1. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 INCH �...11. ** I :� �� . I I I I �i r � � I 1 A I I "t . .... � , � I 1 5 ill I :, .. \, � 1.��: :'' l I � � 'I �::1, 11 I I� i'4 I" �1 �j�� ., I.. ,. �. �:� I� 1, ": ,, ��:i�_:,�,��]�]��!��:, �]��]].:I I ! ir, � .. ., : I.. I I -��_.,.� ��:��:::�� 11.1-- .1.... ....� 11 I .. . ... 1,,,� ,," , ?" :tt,::�:.,�,m.�X� ,I � .1. �� . 1. � I 11. � I , , I, ri, I I .. .. � . .� ,�. 1. � . � I ,�� I � r i i. I I .It I 1'�i ,I, i 11 I � ,I :, 1 I�I BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. .1. . �. .1. ,:: , �::� I I", I I I I[ , : I !I ,,, � lI . iei I � , ii �: i� I 11 I I I lt�j � I 1, 1; , 1,i 1 ,:I I ll,:" I i I, - I I It I , I I � I I I I� 1 �, I I i� , �I �i . : .,]�,:�]��::. ,:: ]:,� .1. �: : . I � i [[Z�i I ii 11 1 � r 11 . - ,., .. I . ...... ,� ,.: :_:.,:-X-�v ��:� , " � , - l : I I 1 ,i , � , i , I l I : :_I : I.. �,�I_` �'' e I�� _: :" , 1, '' I � I ,i I I- �i 11, � i I I I i I ,�. lil k I ,�k I i;T .. ... 1. : , :::�� . ,.. � . , I . 11�lttltl: ... I I I ��I i I I , , i � � � , .1 . I � .:: ,, ,i � 'I , il, I I I 1 , .. � � l 1'j t 1 .. : I— I ".. � I � � it: it � , i� � . ,I ::: � ",,�� , : , � . ,M, ]��]:��I I ,:.:. I I f, " . . �.z �� .. I I . I , 1�' 1. 1. , ._-,� 1:: � I. ::�:�!":� 1. � 1.::� , l I ,, - 7 �� 1, 6 .. . I �t'i .� .% ,, � ... _ � ,. I 1, ; � 1�� it �i i i , ,i[�li � 1�� i i, i��''� , i ; ;, 1 ... � ., � " flj i � � '�rij 1, :, ; � i : i l 1;� I . .. '.. , ,': , ..�... : _�,�1,- I! � I , � !,i Ii i; : �t I : I 1 11 I I 11. . %, '_ I � I!,:"l I ,, �Ili i I I ��, . : , !, I '.11 ., Il",.11, .. I I - I I 1. '' , i, , I , . : . � . \ I 1, �,,�_.. ,l- , �� r - I, I l I i, I I �` i : � l:' I ._ : ,,, ....." '... .., , � -1 I : ,� , ,.,P � � :�; , , , 44� 1 I ,z� � ,I 1,ill , t � P� �I:% ,� � ! 1 I I � i � k I ,l t,1', �I � 1 1, : , ... . I � , 1. .. "�, I ,t � � 1. , 1. I j��,-:, I, I � "I - . _ . " . . , , ,\\ : � �. �l�i , , . I � I �. : 1� .. _', , i I � 11 it :[,I I t : : ..� ..." . 1��]�� I . . � i ��IP t I I 1 1 , �1. : �, I " I :",:]:�:_ ::, . 'I , � I I I it ,; [ I I I I l . ,. ,:� ,� 11 I I!: I I �j I 1! . , . : ... I , I , �,� I � � � .. �:, � I I t it I I 1 �I - .. .1 � "l, ��\\111��\Iffl , I - I � �� ,, . I - ] 1 . ,I I , ,� �1 ; i � DEMOLITION NOTES : . . ��.. 10P I i: I :, 1: 1 : 1 � l� I � , � , , " . \\\\\ t I i ; 1, il L � I" : - , . .: ...�-1 fflffi\\\��\ I'll..''," . I � . -0011 ::� :: :.�:,:, I'll . , I i I I 11 . I � i� l t H �\ It I i .: ,, .".. : % I ,� :_ ,� I �"M V�:,:�::,�t:ltv ", - 1. : I I � , I . : 1* , ; � I .x-, I .1 � * . �\ � I ii I I 11 I .1 : I : ' ' I . ,l I : , I I I �� ". : ....., ".�, �.11 0. �1� _: , : I I I I , I � GENERAL LIGHTING NOTES ''I". I 000 � ii ' : i ,� . § I 11 I 1 I ,� � : I � I 1, 1: I I i 1 \, : I 111. . I I . I I I I t,l : � ! � I lik � : "I.. '.., I I . I 11 ''.,� I � I � .- 11. : .. I... , I,I I "I 1. I ; I I I � I r i i � i�l I . '. ... I,% ... �, I .....t:: .._.1::: � r I I I : I . i l I 1,1 1 : I I �, I.. : .1 I 11�1 ', 11 �1, I i. ,. � � � i I �! : i I I I .,+ I .. �_:. ��J .� I � � I I ,( _ _� �", I'll. I � I .1 ,�11 . 11 � I .� i r I I I . I ,,�.::::� .��:1. I I I � I I I : i, I � 1 i i I t I I . ,.. ::::_1 ,...". I I :::::�.. ": ''I I I !� Z .. ..,::.::�� ::,`� I I , I � � I! � t �t : � � I k� li I I I I � � . I 11 I ,,"_ I I � I � I . i I . I I I I I -1 1, ,:..:..� "I'll. ,::�� I�.::�. �1.�: I I I I, , I � .1 ,I , 6 I I � ,� I I t I I 1, REMOVE ALL ELECTRICAL ITEMS ASSOCIATED WITH ITEMS REQUIRED TO BE REMOVED. THIS ,:,:, ,�:..:�, _::: ,'....�]�]�: I .. � � I I I � I � I � I I . I I I 11 I 11".".... .:.:�� .I 11 I I I I � I : I I I � � .1 I I 'i I ,� .. :: 1, � I I : � , ! :1111 r � � .1 - 11 :_ 1:: l:,, I :: I, .. I , I I I; I I I : i I . x:�:::,, . x:�:::,, : I . � �.. I I 1: 'I'I ��.� 11 � '' _ '' _ � : I 6 I, 1 i, I i! I, ,� I I, INCLUDES BUT IS NOT LIMITED TO CONDUIT, WIRE, DEVICES AND CONDUIT SUPPORTS. 1. ALL FLUORESCENT FIXTURES SHALL USE T8 LAMPS AND ELECTRONIC BALLASTS, UNLESS , �:"": �":I . I'll". I I I I i; 1 - 1, , � 1 1 , � I i '! II I f, I L I, :'i "l, f ,� I i r I w i I I ,l t i li � i I I I I i i I �-, �� I I ,I I .t 1'� � i I �i I li � i I— I I I I I ,. .. I , ,. �4 , I � , � � I it 4!I _�� OTHERWISE NOTED. I , 11, "', '.. I , I I . � � � l I I ? 1 I .11" : , .::, I I :1 ii , I �:� :_� I I 'I � I I I I 1 1 , l ; ;� I 1 1 �:�', �:�]]�]��\, .,�. I � � I� , � i I 1: , I � ;, i I I, i. I tii I , t ��:.:::::, _:::� � �:� , � "...� I r . , - Ill i;l I l ,,, i l I i I � I . I .,� 11 ��11 11�� , 11 . ) I it 1- 1 tilAi I ; , ! I � � � I - 11 , :: : �__ I ".. . �, I � - i Ili: , I I :1�;,e .1 � � I I'll _��:,, . I,: :11�� I ��:,,� _,, � I t I j�."' I r l I 2. ALL EXISTING LIGHT FIXTURES LABELED "EX" ARE TO REMAIN AND BE REUSED. THESE LIG I ... :_l� : - i il - it . � I , jil I I � I ,�� .. 1,11.,- � ;: � 5 � � � � I , I : � I il" I � i; V 1, I il 1, I 'I' ! i ;�I . HITING PLAN - BUILDING 3000 ''I''. � I � - I '' 11' 'I"', ,", _,_,' � r I I'll , . .11, 11 .11, � "..", "I". �� : I : 1� � , 1: � I i 11 , 11 1' ' . �:,::: , ,..,.. '', 1,�. ,.::: : � I I 1 - , , 1. � I., , :� -.1 .� ��: , I - I .1 , ,:::� . 1.1, 11-, -,�� . -, � I I !I I,7: � te t� - �; ,i I FIXTURES SHALL BE THOROUGHLY CLEANED BY THE ELECTRICAL CONTRACTOR. THE 2. ALL COMPACT FLUORESCENT DOWNLIGHTS SHALL USE ELECTRONIC BALLASTS, UNLESS . � I :X�- , .. ,. ::�: I -, , , , , 11 � � l 'i I : I 1, /8. = 1 1 - , 1:1. : :: I % - : ,. ... I 11 11: I � I .1 , ; I iI l 1 t I I , I � � �� : , � " , I 11 i Ir it : 1� l I ;: '! I [� i � 1. I � I�, , :,:�":, 11l''. ''I ,�I�.� I'll I I ,, � k I I i, �. :.: ..:� :� I , , , .1 , I ...ll,�".::,,. ,,,, I I �. .. � ""I 1�1i i ,t �1, I i; ',��: [f � 1 1 l'i � I ,� _O" I. � k_�, , 1�_ � , 1� � � , -,� i t i 11 !�'!'1�%i�, I , I [I I SCALE: 1 � � � ��:11 , " " 11,1- I I � j I it,]!��j , ": i �I 11 , ELECTRICAL CONTRACTOR SHALL ALSO REPLACE ALL BURNED OUT LAMPS. OTHERWISE NOTED. � �� 6 I 1. .::� 11 - I I I ,- �T;f , 4 1 �, t:I ,:i I, � I ::t i�I I , �:� -71 I� I I I I Ill � , I i i� il 1��17 lit: ,, �il i 1: 1 j � . I I. , "..-�:::::��Z.�:��:��:��1_ . I I �I i, I ,. �..�. _? � I I . I � , I I,:v I I I i :i I I I I I [; :�l:� , ��i�i�::�� I ,�� I� 1, . I I i I ;I . � ,, ,� . I I : �!�!�� 1 4 I I , , I I I� I I .ill i, F ,�, i I I � 111�li_ I I � I ;! il� � 1:�I"..., , :: � '�:!O��:��i:�l,�!� ��:�:�:��.� 7777 ,3i, [�, M i i IC,l 1i I 1� il, :1 it I �� ,I I' : t ! , ; I � I - I Wii , "'i i � I I - :�i;". : i�,!I�c 1 �� !�;�: �" I I 11'' . . . ��:�:, ��.��:��.�i�� _ . 1, I � I � - . , I , �, i � 51I I i �. t 1, . I I � I ;; i . lit - r � I �� .J �i, �l! lf�tI, I I 'I', p :�� .: --_ - 1. . . I ill � r . .,, .... � '.. _,__, 11.1 � � � l I � 11 � i� ,I i I � �t" i, z l� t ! I .1 , 3. ABANDONED RACEWAYS SHALL BE REMOVED WHERE POSSIBLE. ABANDONED RACEWAYS THAT 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT . 1. . _- � _ ::::: , " I "".., 11111, I � I'll I . 1 , �: � ll I . , � I , � � �I ,., . I� Ill', . I I � 11 :� ., 1-1 I I ,t - I'll , I ...I .. I I 11 11 - , ,: I � . I " I I 1. i � i I � I t :; ,I ; � 1, �i :. I 1 it I _ 11-1 I 'tt.:: 111 ��::,�:��::�,]��]��:��:��!��i��:��:��:::�:�:��:��!!��l:��::�:::�:: � 11 � I It I 1 1 i III ,�1, r r � I h I :t, I I, � � It i I 11 X � .1 I I: I I 1� 1 i I �� I I 11� I ,i� : I ! ill" ,�1, , I I I I I! 1, ,, �� ; I .. I It I i . I P, 1 i i �, l� I I I l,I, I,� FIXTURES. �::::::.'",_ 11:11 ,�, ��i .�::::: ::.::,_��._ .:.: .. �� I �: � I I I I , I ,�'�,l I I . : I I � -�. I 11� 1 , " � � I r I, , � k I �I I � I I CANNOT BE REMOVED SHALL HAVE THE WIRES PULLED FROM THEM AND CAPPED. . 777�� . I : : � � � _�, I I I I, � I, ,; I . ;! � � I� 1, I i � . . � I � I '! I � t i I I � �,, T �i � , �, 1. !, ,,, � ': 1 1; I I I � � �: I : : :�:::::�*�1 77 :1 _ � I I i ,r t , :�:I_— i� -,:::�:�, �� I . , �11 '' , � ,�, i I I � I I It t I I - I � ,� l: , � . - i�,,�,,, I "Ill, 11 . I I 1 1 I �� ii I I I I:ii! i , ii ,, l� I . � . . . I .... .... 1. - I � - - ," 1 �, i I I , I � I 1..1.ilI1,:. ::'1:1" _��_ 11,111- I '.i �,, :I � " I', - :11, , . l� . ,, .. ,, .. ....� :. .... 41 I i - I � I I I I , 11, : . ,. � � I r �,;,: � I I I I l � , :, ��!��!�!�: ��,��.i�,,.��*,,�,�,i.�',,.'��! ..., .: I I I I I :, I �I� � � � i � ;� C , I r I I I l 1 l l�r� I �.,:� ::,,: , ,_�:.: � -, I : I 1! ,� I I � 'A I i I I :� i l �: I i I 1; . : ,:J,�.I.. . 11 , _�,.�, :: :�.::�: : .1 . . I'.; I 1. I I � . I I I ,r . . � � 1. - .1 �-�� ., I , - ., ..� I. � ''; _- I I . � .. .�1� �. . . �::..� i :� 1. � ,��'...'. �� , �l i'; i 1. , i I I I ii 4. COORDINATE TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING :�,�: . � � I I� � . , � ,, i I i i i � ',� I I 1: I , I ! I ,t 4. WHERE EXISTING RACEWAYS ARE REUSED THE OLD WIRES SHALL BE REMOVED, THE RACEWAY 1, I � , : � I I I � I I I . t � I i , I: I : r i 1; � ! : � � �� 1. , " , I r � I ii i I i I I i I I I I 1, 11 'r I I ill �! , , I i I �Ii I � I � � ��, ,� �, ,I . 11 I.. 'I'll ,�,""..._"��:::,:::�_�,:,�,::,..�: tt, I I � I , 111; 1 i I I :f I I -, �", I I I ,�.. � ��:�:�:;�::��:��::��!�:��:�!��ill��:�: � 4;i I I " � : �� I I J. , ... : 111. :::: :�j_,�:::__ I ... I ; I , l . ,,.:::;��:��;':��: �, ::::,::::�::��::: . ' _�I'f r) �l 1"� !I i r : :1 , I � � ! � WIRES PULLED. PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. I :1, 11 1. = . � . ,.,:... :.: : I I,��,,I .� I i, I ; ,i �� I I ,� : 1 , . I r� ,I :., � 1'1:V...:. �l . I � I ih, , , I � ,� � . !iI, 1:l I , 11 ! ;I .:: ,:�:� .� :,:� ::::::.. �"��:�I�::j::��7�T� ,� � - I i� i�: I " , ,� I i � l'' Z I � it � :1 , - i "I,� I ;:I iI 1 : � i, :1,�I , I I ,.. .%,%1. I �� I ,� :� I � I I 11 ll� r I 11", 1: , x.:: 1.�:]��: ��]��:::Z, 11 I I i I It , I it [ I - I I ! :1 �i ,. I , , � , t i 'I',.,,. 11 ,.: ,� . ., , ��:-v�� t -- I ,�::6 Z �,: .1 I �i ,� ;�I, : ': I I l i;:� l i I I! 'I � , , � �� i L ,""'tir"I'l-. -,-.�.�, %�,.� .., - � 1 1 �,1�1 � e �: , 1 1 j� .:.:� � � � Ill r: 11 ll� I it :r , � I I I I :t 1 1 � . ,..-. - I �, � I I ,I . - - - . ��,��i:,�:746 '!� -i4,, .,., '', .... I ,� , i Ill I : I :� � . I, [ I :1 5. IF ANY EXISTING ELECTRICAL EQUIPMENT THAT IS TO REMAIN IN OPERATION BECOMES 5. PROVIDE ZERO DEGREE BALLASTS FOR ALL OUTDOOR LIGHTING FIXTURES. _�.:',`I�7�,' 7", . I I � ;it I i L I I I � : I I I i h ) �!! � I � . � I 1: " . .,I, , " 1". V,i.i��_. ., '' I o ,i I :r. I � I ,t I �I l � � ,..,"'l-_,,�,"._., ,,. � ,.:��. I I I I I li, I r :,',."iiI .� I i I, i : ll : [� I I I , I -II : ,� , �' : I ti � � it I I I I I � . I . I� b .� � ...� , � I ,� : I i ,� ! I � , � I ; lI ISOLATED BECAUSE OF PHASING OR BY THE REMOVAL OF WALLS, CEILINGS, ELECTRICAL . -, �, ,. I . I 1 � l i,f i : : , � I . I __ 1- .! '� �� , i � 11 _V�v ,_, �� . i I � ll I !: I I : I � I % ! I I 6. ALL ACRYLIC LENSED FIXTURES SHALL HAVE A LENS THICKNESS OF .125 INCHES MINIMUM. ..M�� , '1111 I I i �� I I�' I I � i � EQUIPMENT ETC., IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REROUTE AND/OR , I 1: I l �, ,r t I I � � i, I l, :, ; i i I t I I ", ..�' 7 � . : I I i i ", ill i l it :ii I I � � � . I I 1, i I I I , I ; I I � I I � I � � I i l �i RECONNECT THE EQUIPMENT SO THAT THE SYSTEM IS OPERATIONAL AS SOON AS POSSIBLE. I I I .1 I I , � I Ii I i I �, ,I l : �I . I I i I I l �:.��;, I 'I I I I , , , I I I I I : :� I: , i,'' : I �. : #.,�. I I I I I . I , I t I I ; 7. IF THERE IS A DISCREPANCY BETWEEN A FIXTURE DESCRIPTION AND GENERAL NOTES, AND . �I I 1 i � I � r . � I y I I I � � : I I � I Ii I 'i I :l I I � i � THIS SHALL ALSO APPLY TO THE SWITCHING OF LIGHTS AS NEEDED TO KEEP THE FACILITY il,%�, I i . l, I I i; ; I � _,�_,_ I I � I I � I I i I I , i : I � � . � FUNCTIONAL. THE CATALOG NUMBER LISTED, THE FIXTURE DESCRIPTION AND GENERAL NOTES SHALL I 11 I I , t � , I l ,I I l� l i I i "I I i : I I I� �_ , . I I I I l �, I _. I l I I ,I I l I 'i � l :i I I I I � A I I I! � I : : � I I I I , ;, 1 I . I I I I Il." 1, I I �'l I , I � , I � i I I ;: ; I � I !I � I, I . :,,, , k I I I, , i :I I I I I I,'I I I I DICTATE. qr, , '' I I r �, I � I:1 � I I � - , l I i 1 7 I r I l 1 : : . - ,I I 1; I i I " 'i; I I i I � . " I f I I I I . I I , il I l I . ,r . " � i ! I 1 ; I� i� ; I I i I I ,: r � I ! : , ,�,,,, I I I � �. 1, 1 � , , I i I ! 1 ] i I r 1 6. ANY MOTORS, HVAC DEVICES OR OTHER EQUIPMENT WHICH IS TO BE REMOVED SHALL ALSO 11 '� ,; : ; � � ! I I I, I . I I �1 t �� I i�i : I 1! I 1 � I I 1;ti � �, I I I I . � . I i , ; � , I I , i� I I I i LIGHTING FIXTURE SCHEDULE -.1l. I I I I V I I I : ! : , � 1�1 r 1 �; I Il :1 . : �I:� I I I 1 I i .- I 11 � :;I :I I 1, i I I I 1: i : I �l TION REMOVED. ,,,I I I � I ;�, , 1� ,� I i i : . L . l HAVE THE ELECTRICAL CONNEC ' , It I i � 11 , I I I I I � I i . � I r I I I I i I � U , :I 1 �1� I : I 1 � I � , N( . " i i I , ,�, l I I ,� I I I l I I ). I �,RNISION/ISSLIE : 1 1, - I I I I - I t I , 1 t i !!t � I � I I I t I I I , 1 . � - DATE I � I, I, , 'I I I I I I i 1, ,I I ? � t i f� I ::I : � , , I I : I � �� I�,�, , I �, I r! I I, ; . ! �-,- � I r I t I I , I I I i � I�, � TYPE DESCRIPTION BER ` � I I I i i � Z � I i l ! � I -.,,�`-�,(,- � 11 lil 1 I! r �, � � � I �, I 1, � � VOLTAGE LAMPS , � I � I I:� I j , : I � I I I 7. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO RELOCATE AND RECONNECT : �, ,, � , - �t i � I �: � I I . I I I I .. ��,,'� I . " " I I . I I l I I- '�I I . : ,! i I I I I � � I : I � - . 1, j � . �, � I . I 1. I � : , I i I i EXISTING ELECTRICAL CIRCUITS AS REQUIRED TO AVOID NEW CONSTRUCTION. I - I, : :, , . �,ill 1�, I i � I � :1. I I, I lt I I ,: i I I I I I i I : � I :� i - . - � I i, I I : ,iA ,: ,� I .1� i � I I � �� I � I I I I 10" DIA. RECESSED COMPACT FLUORESCENT CAPRI I i-ir, I l I I I I I : � I 1 : � � l l� �� ,: i I I � 'i I . I i , I I I I I : I ,.: I ,, ,r I � , � : .. I � 2-FO32/411< FURNISH WITH EMERGENCY BATTERY OPTION I;% 1:II , I ,,I I I I I�I I 1 I i l � I I l I I I i ", I 1. I . I :1 I � 1 1 I I: I � A ., 1l, i � l I, I : � � 1 ,,4 I I I I :� ,il� 1 8. FOR ANY CUTTING OR PATCHING OF WALLS AND CEILING REQUIRED, THE ELECTRICAL I DOWNLIGHT WITH STEP WHITE BAFFLE AND CM10-FX226-HI05WBF I , I I I . I . l ! [ , it I I I . �� I 120V DOUBLE TWIN MERE SHOWN. , , � I ,It I � I i I ,I ; �I I : I I 1, I I � I I i I: I I : � I . I I :I I I I Z 1 I 1 : I 1,�!' 1 l i � " I I CONTRACTOR SHALL BE RESPONSIBLE FOR SAME, HOWEVER WORK SHALL BE PERFORMED BY FRESNEL LENS. DAMP LOCATION LISTED. TUBE f I � I ii ,I t I I I I 1. i � : I i I I I I - � I'd I i I I 11 i I I I � l ! I I ; I I �! i CRAFTSMEN SKILLED IN THAT TRADE. � 1 , I :i I I I : � I �I � 'I') � I I I I � I: I I i I I E ;� I - �, : I � I I I I I I� I I I I � i I I I I I � I I, I I � � � �� i l I 1: � � � I 1, I � - � iI I ; 11: il : l I . i I 1 1 i � I I ; I �, I I I I I � DAYBRITE I : � I I � �i t I I i i I � : I I I I , 1 :: � I I : : 4 i I . i3 FLUORESCENT 2-LAMP STAGGERED STRIP. � � 1, 11 I� I � ; I I : , � I :,i I � , , i I I I . I I � . I � I �: I �! i 9. BEFORE DEMOLISHING ANY RACEWAY OR WIRE, THE CONTRACTOR SHALL VERIFY MAT IT LIGHTING PLAN I I I � I I � 1 l, l SSR232-UNV-1/2-EB 2-FO32/41-K INSTALL IN ARCHITECTURAL COVE. r I I I :: 11, ' lI r, i 1 I 11 I I I I I i I I , I , I ��, I I t l I ,: � I I i t I I I I i I UL LISTED FOR DAMP LOCATIONS. i1I I I � I i ��, I I � l i I I I I i I . � !I SERVES TO ENSURE SERVICE IS NOT LOST TO ITEMS OUTSIDE OF THE AREA IN THE PHASING , I:. I i 1 1 1 1 1 e � i % l I T8 11 ,: , 1: i I i I � I � it I I - 4 � 't� . I � I I I � � � �: I t , I I I 3 � I � I I : I :, -_ I I ' ' I i , . I I � I l I I I 1 t t � �� I I: I I � i PLAN. . I I I � � I i r! 1. P t i t I: I, I 'I I� . I it I � I - I t I i I l 1: 11 I i i I I I t I I : I I i I I i, i I , t � I I ; I 1 t I f , I � I i � I, I I I . � I r !� � I � I L I I I I l� � ,� t , 11 � I i � �l I t, I : � I :, � I I I!: I . I : ,, r I 4 -! 1 , I � , 1 10. EXISTING CONDUITS TO BE DEMOLISHED THAT PENETRATE EXTERIOR WALLS SHALL BE . I I , I �, 11 I I : �: I I �I I I I 1 , 1 , i 1 I t � I , I :I I i : I I i 11 I I l I I I 1 ,i I I �1 1 1 �: [ . *1 . I 1 1 1 I I I � 'I , I I ii. � . i REMOVED AND THE EXTERIOR WALL PATCHED, OR THE RACEWAYS SHALL BE SEALED ON I � � I t � I I i l � I i I !I I I i I � �; I l , V I I I I i: I I I r I . � I I , � I I � I 1. I I � � ! ! INTERIOR OF THE BUILDING TO PREVENT WATER FROM ENTERING BUILDING. . . , I I ;I � I i I l I i I I ! I I I ; � [ !!; I : ! I r 11 � I 11 t 1 � : : I I I 1 4� 1 l I I I . � I I I I I I I , I � � I t I i I .NOTES I l � I i � � , � : : I I ' ' :: I : � � I ! I I I � 11 � I � �. 1 1 1 I � I i � I l, i� I . r. �I : I :� � 11 I I � I I I I �� li � I i : .1 � i i I � I I it � I : i i ,, I �I 11. IT IS STRONGLY RECOMMENDED THAT THE ELECTRICAL CONTRACTOR VISIT THE SITE PRIOR TO I � , l � I I I it I 1 I L I I i t I r, I ��! I� : � I I Ili ! ; �t � I I . � 1 I I � I � I i � � I � I �i i I � , I t � ,I : I I I : � I I I i ! BIDDING TO ASCERTAIN EXISTING CONDITIONS AS HE WILL BE RESPONSIBLE FOR EXISTING 'i r lI, � I I l I �, 1: i, I l; l i I . I � I I: , 1, 111 I� I I I � � , l�r I l I , I [[ I I I I � i I : � � l l I I I ! I . I I 1, 1 3 1 1 1 i, P 1 I l 1 i l I CONDITIONS AS REQUIRED IN OTHER NOTES. . III I; I i I I I , �w zl I I I I I I 1, I i I I � I . : I� I I � � , � � I . I l " ,'' I ! I I '' i . : I I i Z it I : i I t I �� ; 11 I I I ; � ,i I I i, I i � � i , I t I I r I I I I I � � : � � ,. I l . I l : � � I I I I I I I " I , I 1, t . I : I I ;; I i�' l i I I I : I I . '. ; I I, I I I � " .1l � t I ,I : � � 1. r I .I I I I [� � , I i I l, : I I l I � I : 12. WHERE ELECTRICAL EQUIPMENT IS NOT SHOWN ON WALLS THAT ARE TO BE REMOVED, I . ;. 1, I � I I �,! I I �: � 1 : I � l l 1i ; : I I I I 1 1 ,, � I I I I I : ! i � I � I I I I I I �, I I I : I � � I I I � I i: I I it t �! , I l! I � I I I ;:; I I i � I � CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF EQUIPMENT AND HE SHALL BE RESPONSIBLE I 4 � l! : I I I 1, . i I I � l I . I I I � I l ,� � �. I I . I � i t i �, � ,ii .. I , I I i� I � � l� , . I I 1, i ,�, , I ,� I �� ", , 1, � i I I (, � I I j: i I - I I R t � I� , ; I . I I I � I I I i � i, I �!� I ��1;i 1� I . i I I �, i FOR REMOVAL OF SAME AND RECONNECTION OF EXISTING CIRCUITS. ,:,;, I I � I I . I � it ! 4 11 , I " : I 'll , I : I I I �I , I � i I I I I I I I I I 1!1; 1 , it � � 1 � I � I , ,:�: I , i I �, , I � il lI I iii I � I l �1 I I I . I l ill! I . I t t I I � � I I. � I ,I � i I'', I 11: I I � � ; I � , : � i I I �� I I I t 1: ,) i i � ,,� i I, I I I I � I , : I! I � 1 t j, i I I I I , I I ;I): ,, I I : I t t I �I I � I i I i: I r f I o I 1� ,� i 'llf i I I I I 1:1 I I I l 11 ; ,I I . w� I,;,i :, :i .'4i: I � � I I ,�: I I , r, � t � I it :!I I . I I I I l I i� ! � : ': 1 � '11, I i I I � I t 11 1, � I i � � � ,I. i ji, I I I I � I ,, I I w i I� r I 1: , I !! I ; I ; I � 1i l , I :I I I It ,li I� i�: � 1 1 1 l I i 1; 1 : ,i I l I � I � It ,l I I � ii I I ! r ii , I � I � I I I l I I il I 1�� ; i I � 1, 'i I , : I � i � � I, � �:,ll l i l I I I i �l : I '. I 1; I I 1�I � it _P 1, I � I � ! � I 1I. I I I I� I I I I � �4 ,l r I,I I l I� �, I � I I I �I ,, I , it I i � ,:, l ' I � ; : ,, t I I � � , , I I 1, I I I I i -` I � I i � i I I I I, �i 3��1 � I I i�,�t i,I I I i I I l I I 1 1 1 � 'I I �I I I I I I : I i �� I � ! � I,� , i i 1 , �,�1 i, l I � I I I t I I l I � I I I�� ,i: I i! F I I l : �, 1 z �I,, I I I I I I I I i �,L i I I I I r I " I I I I :I I, I I i , i� i 1, ,, j� ! :I I I I I I i 1 I� � � : L t I I � ., . -I- I I I I i . I : l �!I: , I i i ,, I .I , � ; �, � ,� ��1�i �� I :IV , t , I PERWIT' ' DOCUMENTS ii : t � I I , : i � [I � I I 'll � I I I', I � II , . �� f :i i ill ,�� !� �!l 1 �: � � i : 11 I : I t 1 . 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I � ��%.�*i' - I - - :i 1:I;� 1 � , � :I I I I t I: � � i :l I I t� 11 1 , , I I I� �i, .j I I � I �, - . �.�,� I I i I I �I I . . ; i I , i �I I I, I : i: i I , 1, - : � . . I ,I I �� I � ::�!I I � I � : ,, I I I 1,� � . PARTI - GENERAL . . I �;,: � , � I .. . ;I��,1 , 1 . I : :11 � i,I I : I I I � I I ,I I: i� I z�� CLIENT � I ��:l � : �i it 1, , � I . I, I 11 I ",�I : � � ,I i: � i " ! I � �t.4 1 . , , I I, i , : i ; I I , � i PART Ill - INSTALLATION . � -_ -_ � � . 1 I I I - I . � �i l , liIii , [ � ; 1 ; . � i I 11 : �V , 1, i t i . ! DESCRIPTION - 17;11 � I I i I I I : � i � 11 ; I 1:�' � . I It : � �� I ��, , � : � :t :,I, � � I :,� . � .� .. �. . � � , � , I �, I 1: � I ! : I I� � � * , � I I 11� I�.I I I I )_ �1�11� � I I I � 1�:.� I I i I I A. THE GENERAL REQUIREMENTS (PROVIDED BY THE ARCHITECT) ARE HEREBY MADE A PART OF THIS SECTION AS IF FULLY REPEATED HEREIN. . I I I . : I I � �! t o :I!: I I � I 1. � I ! I I �I I f I I I . 1. " I I i 1 : � � I� I� I �, � : *Ieet Landing . I I �:i�) , i I 1� I � I i � i i � � I � � � - I � I F I I I I %Ii� l ! ,� I ��'_ � : 1�, ,�,� ; I , ,� , i I �� i � B. INFORMATION CONTAINED IN THIS ELECTRICAL MATERIALS AND METHODS SECTION: GROUNDING AND BONDING . 11, . � I i I . , i � � I � ! i � � ,, . """P, I ; I ,I i! j � � : t : � � I , '! I i I i i �� : I � I . I I I � I � . � I : �I I I 1;t , � � � ,� I I ii I � � I : � I . � I I . " t Landing Blvd � I ') I , i ;��:I ,: : � I 11 I : 1. I I I I I . : I I � j_� , 1�1� : fl I I I . ; � , ,,, .1 1 F��, I : I I � : � ,�i I � I � � � l � I e I ,I I I 1. I � � : , ill 1 : i � I � 1i I ., I I �� l I i I I I I � � W 1, . I ". �- � '' N � If � !� � �i , 1 1, , j : [ D �, � I I i ;i 1� I , 2 It � I i I I ':� , : i I i , I .�, I�I A. PROVIDE 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 CON UCTOR. I � , 1, : I . I :, I i � ! I , i� 3 1 11 � tic., Beach, FL 32233 ':, I i:i ; it : :�: I � I '' , I � I I : : !: ��i: � I I I � , � - , 1. AMENDS, SUPPLEMENTS OR CLARIFIES REQUIREMENTS ESTABLISHED IN THE GENERAL REQUIREMENTS. IN CASES OF CONFLICT, REQUIREMENTS OF THIS ELECTRICAL MATERIALS AND METHODS SECTION SHALL -�1; - ,:�! 1 I I 11 t, , 1! 1, 1 1 "Il I I I �:: i , i � : l � GOVERN. 1. CONNECT THE BONDING JUMPER TO APPROVED LUGS OR GROUNDING BUSHINGS OR CLAMPS. ALL CONDUIT AND CABLE SHALL CONTAIN A GROUNDING CONDUCTOR. AtIan. .1 I ,� i 1 �, , I : 1 4 : I �l 1 , � : 1, I I :� . . I . ,` 1 4 1� , � I I I 11,I� ! I i : I I , � �� I,� I i I � I: . I : � I I . � . Z ` � I I, : , I ,I I�; I ,,I 1 [ ; I l I I � � :I, Z - . I 1 4 1�4 , ! i I I i 1, I I . I I 1 1 �: � � i � 1��: I I I I I I :, � , i I � J ! 1 i i , �I,� I , 1� , 1; . � I I i I i � ;:P l � " I �, 1,� . . I : I I � , �� i : I , : . � ,( I I 1 I ' k � , � i RACEWAYS � I I 4 � I � �j � � j � � !! ,i I I I : , 2. APPLIES TO ALL TECHNICAL SECTIONS WITHIN DIVISION 16, NTH THE SAME FORCE AND EFFECT AS IF INCLUDED INDIVIDUALLY AS PART OF EACH SECTION. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I, � 11 F � , , I : ! � � '' .. . 'k I � I ' ' 4 , � : I I I I � , 1 :I, � : I : , I ., .r I � I I : , i , : . �1:, - � I : i I� �I � I �:I , ,, �,k; I 111 I � 1'. � 1 i� : I : i:1 � , ,I , : I , I , , I - �. I , I , I I I i �: j I, . I � � , I � ,� i ,1 � I !,� I ! -_% . I . I I � I, � I I I , I i i � "" "ARCHITECT i� I T � A �' � � i ,i � I t l 1 , 1 : : r , t I .';I,' I !: : : I I I i � :� . A. � I i i � I I i : i � I : i I ; , 1 11 ': C. THE WORK INCLUDED UNDER DIVISION 16 OF THE SPECIFICATIONS SHALL INCLUDE COMPLETE 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 ,�� I I i I I !, I �, ' 'I � I I i , I I �� j I : � I � l I I !e I l ; I 1 . I ':I , ij : : I t I � � I I , � I - i 1� , i I 1 ,, :�� i, I ; i . l � l il I , � i: I ; � , ! it, . I ., i if I e I I : P � I I 1, 1, , i � I I I I I � i � : !,,1 : I : I TE TH TE N . �!� ! � I i I : :� i� T, i , � �i�, SUPPORTS AS REQUIRED TO FORM A SECURE AND FIRM INSTALLATION. SUPPORTS SHALL BE GALVANIZED PIPE STRAPS, HANGERS OR WALL BRACKETS. SECURE SUPPORTS TO STRUCTURE TH TOGGLE BOLTS IN I I I � , 1, � : 1:1 � I : i MATERIALS, EQUIPMENT, MACHINERY, AND OTHER ITEMS NECESSARY TO COMPLE E ELECTRICAL SYS M. :!i I I i � , d", : i � � : , � I , � ; I� I � I , l . I I I! 1 I I : � � I 1� � i j : �i I 1:I�i, ! � i � ! : 'I . ,� � � I � I , �, i : I , ,,,� I �, , I : 11 :l e '' I I 1 1 1 1 f ��, , 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 , I 1 ,i � ;I I I : I : I t l ) I 11 �, I . I , � , . , ,� i 3 ! ::]!� i 1 1 i � i, �:ll �, I I I 1 I I, I I I , � % I � ' ! I ! , , � I . �, I � . � ; I : I i i ,i I :I i I I i �:, � " - I , I i I i � : i ; : : � i - I i I 1 � I 1 :� 1. I . - i � 1,r :: � ;�1 : I I �:�I, � I'i : 4 I I I'11, CODES, ORDINANCES AND PERMITS I I 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 i I I� I t , I I i � 1�ll� I i � i �i , ��,� : � � I � � i 11: ' ', I I i, I, I I I : � � I , �; i[ , 1 i - �tl� I � � �j�', 7 � . 1 1807 - i I , , I� I i !� � :�, � , , , i I 1! I : i ,:1 I INSTALL SO AS TO PREVENT ANY VIBRATION AGAINST STRUCTURE, PIPE OR DUCT WORK. 1 4 1 1 1 i 1 : i 11 (, i � Aird Street North : � ! I : I I I � � � 1 , � 1 , :.. , I I i I - I � i: i:�r j I I : � I I .. . . Ville 'I I Ill I I �!� I , i I ! � ;: , � I I , 1,� I ,� ; 1 1 I i : . � � � I :i � 1 � r! I , � � I �, , I i ::: , � � i Jackson Beach, FL 32250 � 1� F I ii � I I I , : I � , ,, i it I � i i �f ,; I i , 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 .. . i I I i I I � . I : ;11�,� 4 1 : i I � �, : I r, �. . � I I I I ' I I . i I I I � I I 1 4 , I � I � � t I �, I : , . , i ,I I : I : j, ��: I I .� � , l",' M26W1354 I I : , , � i i, � � I I B. ALL CONDUITS WHICH PENETRATE FIRE RATED ASSEMBLIES SHALL BE SEALED AROUND THEIR PERIMETER AS DIRECTED BY ARCHITECTURAL SPECS USING GROUT OR FIRE STOP SEALANT AS SPECIFIED. SLEEVES SHALL BE ,". I ,I I � I � : ! , , CODE REQUIREMENTS. OBTAIN INFORMATION ON ALL CODES, RESTRICTIONS AND REQUIREMENTS. IN CASE OF CONFLICr BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE, SUCH` MNFLICT --'.1 �� ! �� : t ih� I � 1 � : ,� . I , I : � : ! , I � : � i . � �iii: I I I ., . I � e . 1 I I � , l :, : i 1, � I � I I 11 I I � I , � � : ; - : � , 1, � � i I I I , , , I . ,: : I I .i � t� 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. 1 i � . I � I , 1, i , � i � . .i i I 1 �� . : 11 I I i I ! , I I 4 I I I 1 , i I t , , � :i . - i, I I I I , I I ) - I ." I I , � � 1 , , � ii : � : I f I I I ,� I �, 7 , i I ; I, . i I : . t I I . I .71, I i I ,: I I i W I I I : 1 ! I i � , I �: , , I : I : : 1 1 1 �e ,� , i .i NTH THE CONTRACTOR. i ill I I I � : : I i '! I I ,� ; 11 I I I i . ; i, [ . . I I I 11 I l I I . � i �: I I ! �� , � C. ALL CONDUITS MICH 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 I I I I I I I I I 11 ; i l � , I I � i 1: I l . � " t � � ''.1 i . � I . :t I I � 1,�i: �, . STRUCTIURAL I : ; I I . ''I'' : I �l . - 4 , I� I I 1 � � � i ; �t � TIONS CERTIFICATES. FINAL PAYMENT IS CONTINGENT UPON DELIVERY OF SUCH CERTIFICATES TO THE ARCHITECT OR PROJECT I I i � � i i I � � I I I � I l . t � � �� , I I ,I f I I ,, I I I � I 11 � � [ � B. APPLY FOR, OBTAIN AND PAY FOR ALL REQUIRED LICENSEES, PERMITS AND INSPEC THE FIRST FITTING. � I I I I � i I � � A � : i I � I � : , ! .l I I � , I 1 � I i ! 11 I I i � I � � I �t ! : � ,l I I I I � : I , i � - I TIFICATES TO THIS EFFECT SHALL BE FURNISHED TO THE ARCHITECT UPON REQUEST. . . I I i � ! MANAGER. WHERE APPLICABLE, ALL MATERIALS AND FQUIPMENT SHALL BEAR THE UL SEAL. CER I � I I I � 1 I ! � i i � i � , Latitu6 30 Engineering I I I I 1, I � I I i i � I I I I I l I I I '' . I ,i : i � � I I ! 1 1: I � I I I �: i � A � i : I I � ;, D. ALL METALLIC CONDUIT TERMINATING IN OUTLET, JUNCTION OR PULL BOXES AND CABINETS MUST TERMINATE NTH AN INSULATING BUSHING AND DOUBLE LOCKNUTS EXCEPT ATBOXES WITH THREADED HUBS WHERE . I I i � � I i � i: I z I 1 'I , : li I I I I I k� I I I i I t I I[ ' ! I � �I I THEY MAY BE OMITTED. ,� 151 0-13 Second Street South 11 i 1 1 �[ ' � I I : ; I : I i I I "I I : I 1 1 : I I i, , It l � i 11 I I I l I : , I : i I i I � i 1 �3 ;,; :! I I � � I Jacksonville Beach, FL 32250 : ; 1 � I I ! I I i I � t;, t . I I I� � � : I I I I': : t � WI FICATIONS � " I � : I � !I , , � I -1 1, I : ; '! L I I � �: ,1!:�, I �I I I I � � � I i ': I � � I I ; : i � � t, . I I I , � i il I I I I I I I :1 � � , ,I I i ; : , � ,:,� : E. CONDUIT SHALL NOT BE SMALLER THAN 1/2' TRADE SIZE AND MUST BE SIZED TO ACCEPT THE CONDUCTORS INDICATED. . I PE No. 58773 I � : �, i � , !: 1 1 � i , �� I � � i � � t I i , �: i I � I Certificate of Authorization No. 26691 1 1 1 t �Ii I i . I I 1 , I � � i I '.i�l�: , : I i i � � ; �l , I�l � I! I : � I i ! I I I �f I 1 � , �I i I I � I I j I I'll � I � : , � A. FOR CONSTRUCTION DETAILS, ELEVATIONS, ETC., ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER DIVISION 16 DRAWINGS (ELECTRICAL DRAWINGS). IT IS THE INTENT ')F THE ELECTRICAL DRAWINGS TO SHOW L_ t , � I� I 5 i t ,I I : � i I i : � : I : �, I I I I i ; � I �; , i I ,�I _11 � WRING � ;, I, � I i t , , � �' I I �� ,� , I : I I : � � �� I ii 1 � �I I'll I �, r , I ; I I I 11 I . I I il, il I : t ,: I !'� ND NOT TO INDICATE ALL OFFSETS, FITTINGS AND ACCESSORIES MICH MAY BE REQUIRED, NOR TO SHOW EXACT LOCA rONS OF CONDUIT, LUMINAIRES OR EQUIPMENT I l : : I : �i : i � r I 1, : � - , : I I i I I " I I I I � 4 1 ! 11 � I � I ;, , � ,: I : i 11 � ��'! EXCEPT WHERE ACTUAL DIMENSIONS ARE GIVEN. � I �v , . i � ; 1, , I �, I : I i r � I . i : I z � I I I I , i I I :1 , I � i r ii: �. - I I I � � � I i I I i . ! 1:i ; I i 1 . I 1 � � r, ' i� I . I � 3 i�� i I ,:I � ELECTRICAL ��L�, �, I I I I � ,: : �1 � t , I ! ! ; I I j�l , I I I �! I I I r I I i : I I A. BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED IN ACCORDANCE NTH THE N.E.C. WHERE INDICATED ON THE DRAWINGS, THE SIZES ARE INTENDED TO SET A MINIMUM. I � , t � I � I � � � � : ]:'i ! l I � :i � 1 : I I I ) I : I I � , ��,!i 1 : � : I � �! 4 1 i i � .. 1, - - 1.�, 11 I I I tl� � , , � , I ! i t ,� " I I I I I I I I . � � ;, ? ��11!! 1 : , 1! i , I I ; � � � ,it TI � - � � 1� r t 1 i i 4 . I , I I :,:!!:' � B. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO CALL FOR FINISHED WORK, TESTED, AND READY FOR OPERATION AND IF COMPLETE CONFORMANCE WITH ALL APPLICABLE CODES, RULES AND REGULA ONS. " . i" t t , � I � , ,.r :1 � : � i I � � � I I I �:� I �: 1, � ,. i , , I , ,I��l , I I I ,4 � :� � � Ij � : I�� t' I f ! i : . , , ,, 5 ,I I - , l i � , I I � I l 11 � I " David Huoter & Associates, Inc. � I :I I i i " I F , ,� � , I I � I I I : i , '� 1�,� t � r, -I I il I 1� I I ; � I ", : , 7�"I: 1 , , 1 1 - � ! I i j I I I I I �T , � � I ; : � ! :, � . j�1 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER INSTALLA11ON AND OPERATION OF THE VARIOUS SYSTEMS, 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 WMINAIRES OR DEVICES AT WIRED OUTLETS. i� I , I I .I r t 1! r � I, � � - �� ,�I I � � 1 : I � �: :� I I q i � ,; t �� 1 1 ; f, I � � � ��:. � � , 1 � � iI ,!, � t : I : � � , � i I I; , I : ,I �, ! ,, : . � i I I I I i I I �t I .1 : � ,1; � I � 1 11 , ,I i �� I : �] : i I I I : t�Il: I: � SHOWN ON THE DRAWINGS. 1229 Sumter Square Drive West - IL 11 : . 1 7 � I I I � : I 1 11 .�� I � � I � � � I I];;;, I I� I, I , � r i l I i !; I I i i I i i � 1 , � i I r i I ; ,�: � ; I � I I If ] l rE � � � : � I I 1 !� I , � . ,� I 11 � I _t ;Jacksonville, FL 32218 I " : I ; � I : � � I �, I I �i: 4 1 , � I I � �, i I I I I .1, � � I : I ! ;! I I 1i � C. MAKE BRANCH CIRCUIT JOINTS AND TAPS IN WIRE SIZE #10 AND SMALLER WITH SOLDERLESS CONNECTORS. MAKE JOINTS AND TAPS IN WIRE SIZED #8 AND LARGER WITH BOLTED OR SCREWED SOLDERLESS CONNECTORS. � . � I i � I i ;� i . I ! i I i ,I ; H . ;!, I � I I ; ! � . i i I �.i ! i � i � I r I . i! !� I�jr I . � I i i � I I 11 I i , :� 1 '4 ]� 1: � I t, � i I � ! � ',I ;i 1 t I ft I I � 1 Z ,� � f I �i i 1 �l I � � I Z , r I 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 I I lj,,� ": � i � 1, I ill I I I ! i I i � I tg I itrj k � I I I .1 I i ;: I � �i� r 1 1 I �1 , �� , ,� �, l, , , ! I I, : � i PE No. 53375 � I � I I ,!Ii I , 11 � v � ; , , � F � I l� 1 ! .�i! � . Certificate of Authorization No. 9 I � , � i,� I iI : I i i: � � � I � .�i� 1 .I � 1 ; " I� 1 I i : I t� il , ,� � I A� i I 1 , I � ��i l f; ,! 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. 682 ,I ., ":1 � ` �i A I i Ii I l � I :1 ; . . I � I , I '1� � l I , I i I ii 1, �g j ;I 1 , , � , �� ,� 2 , i � � i � I I ;,I. , c � I ,� , , 1, j 1, i ,, I, . 1:i i� .1, i A �, ji 1: I�� , � I ; 1 1 i it� � �it N��l . I I ! I �'� �� , : i ;� IM i� : I I I I i� i I I I � I r I ! , i � � � i i I � ,I _�Ll :I I , I, �ii�� 'r i I � I , : : :� � I Milt I , . I I I� .� I � r I : . I I I �. , , I � i � :� I,� � I j; I , t � 4 � ,��11 . I" NIIIIIIIIIIIIIIIIIIII I � iI�i � I I 1 'a 1,'I : , 1 ! �; ! ! I I � i ,; . :,.4. 1 11 I I : I I c , ; I I I�f il I � ; I ! , � [�, l ;1 i � : I � �i :� 1 ! ! I N�1,� D. THE ELECTRICAL CONTRACTOR SHALL PROVIDE PERSONNEL, TOOLS AND EQUIPMENT (POWERED LIFTS, ETC.) TO ASSIST AS NECESSARY IN THE PERIODIC INSPECTION OF THIS PROJECT BY THE ENGINEER OR PROJECT BOXES I I I I !� T � � I I i � �, I i �; 1, i! 1 11�1 l : j � , i I ll I � I I , i ; � I ; z i � I I ,; :111 ; I �� ; , I , I � , - , I I I I � : I I I i� � , � : I I �� '' . . . . I � , � q I i I , r MANAGER WHILE UNDER CONSTRUCTION AND AT PROJECT COMPLETION. . * � , � � !�111 �: .!� � it , I I, 1 i 1 :I. i i I : � ;�!!�! `� " I � r , � I I i � l 2 I � I 1! ,:� � 1: d I I � � 1. it i, , i � �� : 1i I �i�I I � : i � l I I l f d!:: . I I �r i I I , I i � i t � 1 � I I � I I I�i� , I I I � k : , I -1 i i. � , � 7 � I i � , ii , I , , ! � 1 1� ,.-",.��,-,� _ 11� : ; j � :, � 1 , I I ,�� i :1 , �l - I : �,' � �! f, I �i I , I I : � � 1 ;�, I I I I I � ! " 1 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 ,0 !� � i � i �, I _1i d , �� l I I �,;,,� I � it t l� �! , I �, I � � ! : ,I � �i ; ,; � - :I � I � j I I i I I I 1 � � I : , I �� _-, � I �I:1 4 1 I " I � . 1, : ., I - ;A , �� : I I I I � � , �I , I I : I f I , ��, � �I � 5, �t� 11 I, �, ��-�I 11 , 11 �;' 1�� ,; : i �1 : I : : I � �il I ,!, , I �, - , ,1.I r �:; I I �I ! I i ll,i :: 1: 1 ,, WI _ I I I I 1 14 �,I . � 1 : � -1� I i 1�� I ! : �� I . I ! 1� , ! �� i i i, 4"I 11 � I ,� .1� 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. � 11 I I lo 11 � ; I i I . ; 01 � I � l�1 , i� �, � I i i j �� , i � I ! r, i I I . . � 11 I'D � I I I 1� ,it � : 1 �, 1 � ii 1 : � I 1, . � t, , I � �I I . i � I � , i � ,��: , 1 � I I I 1 ,1 . 1, .. I � - I . _ I I i'� 1 �jjrj�� .� I 1�1 ,�i 11 I �� ! �i I i I � I - I � :� I � I 'i 11 ' I' I � it � :i � � i R i,� - J i ::�i 1: � � I � , r i � �1 t , ,�� i : I 1: �I ! . !� :� : �� I , 1 i� j, � , : 1 1 :� � � " " , I !j I, �� j , j I : I . i I I ! i i I I � I- �, I, � I it 1 i i I i I � i, I . : :1 ! � 1 51,;i A. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CURRENT SET OF ELECTRICAL DRAWINGS AND SPECIFICATIONS TO BE USED FOR CONSTRUCTION PROGRESS REVIEW AND REVISIONS. FIELD .. . ; I, �I � i, ! 7 I 1i I � r � � r 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' - I . I I � � f�4i 1 � : �� 1 � � I � � , I i, : � � I i I � I : I I I . I , I I I � 1, i � ! !i 1, i � �1 i � , I I � �i1 i I t I r , : i I I i � i , l , I : i � ,, ,I 'ji " !: I � i�; i r I � . ��1�1�i MARKS SHALL BE INDICATED ON THESE PLANS. UPON COMPLETION OF THE PROJECT, THESE FIELD PLANS WILL BE FORWARDED TO THE ARCHITECT. AND FOR COMBUSTIBLE FACE6 WALLS THEY SHALL BE FLUSH. , I I i ! l I :I I � 1 , : � , I 11 ",�l I I I � !� � . � I ; I : I I 1-1 � I . : . 'j 7 1, I 1,� 1 �, '�1 1 1 � I I I I � I `�-�'A' . ; i I � I I I q 1 , � I : I 1� 1 , I l ! 1 1 i l I i'4 , I I � I � I � � , I��, I 1. I 11 I I � I - . S I i � I��, ` % I , I , z � I � I I � I - , I , ,I , i � I � ! ,,,, I ,.� : 1 i � I � ,�A I ,. ,, I � I : I I :I I e : �:� I� I I I I . . r: 1 � 1 � i I � 1 1"i '' � I- - �, I I i I I ! I '. - , ,,. I , I i I - I I- I ;"" I ;I: -' . � � � 11 : I , I I I , I: I : , : I ! , i I 1,�,� PART 11 - PRODUCTS I � "_ - �'COVER ALL BOXES FOR FUTURE USE OR JUNCTION PURPOSES WITH BLANK PLATES. , - � � � I I 11 I : , � 1; ! : ; ; I I I 1 '! ..- I , ", i . I i� I ;,;!, � I �, � 1� ,. i 'I, � I ; I r � I ! I I � : I i i I I : r I i ;I 1 1 .. 1, . � : , I I I I . ___IIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIII I � , � ; ri ... � . I , � i , i � I � � 'i:, I ; � � 11 I . I i � I � �; I I i i � � I �! ! I : �� . . � , � � 1 I I �� I I : I I 1;r' � . I I �) : I I : , I I I i MATERIALS " D. ADJUST BOXES INSTALLED IN CONCRETE FLOOR SLABS WITH THE TOP LEVEL AT FINISHED FLOOR SURFACE. I . . 1:,, I I I � 1� ! � ,! 11 � i I I I I I I � I ,[I : I . - I i � ! i� : I � I I I ;k i I I I I 1i I f ,j I �i , ii I I : : I ! ,I � it i I I ; � � I � �j I I� I . I l I I i I I I 11'fi� � LANDSCAPE ': I i � I �I . � ,I I : ,I � I � I 11 � I :� ! ,, :; I I I : I � I .- . I I � � . I I I � i, .1 � ,� ! , 1� I I �, I I Z i � I � 11 � I I � I . i :1 I �l il�� r I I I 1� 11 r ; � : I�, i'l I ill .� WRING DEVICES . - I I �i� I I � � I l! :� ,: I I �I i ;:ii 1 I . . . i I I I ill : 1i� �� I I i 'i . i e 7 i � j� : -wi I � , i i , I I DERWRITER'S LABORATORIES, INC., AS CONFORMING TO ITS STANDARDS WHERE SUCH STANDARDS HAVE BEEN � t I l I '! � � I i I I , i ii A. ALL MATERIALS USED IN THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED AND LISTED BY THE UN I I - 1�I i, � � ii , I!�� 1 4 ,1:4 �if I , I !�i� t,, , , i , : I i i : , i 1 I I I , �� ,,, I " , 1 � I I I 1 ,: i I I �� r, ' �I I , I j 1. _1 'r 11 ESTABLISHED. THESE MATERIALS SHALL BEAR THE UL LABEL. CIRCUIT BREAKERS SHALL BE SINGLE OR MUL11-POLE MOLDED CASE, OF COMMON HANDLE-COMMON TRIP WITHOUT HANDLE TIES, THERMAL MAGNETIC, \ BrIgn Burke, L.A. .! i � 'i '! if If . I � � I �; , i 1 i - ! 11� �I!I � �: : � I! _� IN . . I. ,; ,,I 1, 1 1 ] I I I �I V "i � - I I I � I i I " 1; 1� �� ;I I " ��,[!i " I � � 11 I i�2 1 ti 1 � : . I,i- I I � ;! t,�7 ii� j �, 1: I:: �"'I �i -BREAK FOR MANUAL AND AUTOMATIC OPERATION. A-1 I G THE DEVICES WERE INDICATED TOGETHER IN COMMON BOXES NTH DEVICE STRAPS BONDED TO THE METALLIC SYSTEM OR SEPARATE GROUNDING CONDUCTOR. 1 I �t � � ,�'i ': , �� j� � � : f�i i I � 1 i � � , ! � I i , i I, : � , � � � , ]� ,"! ��! ,ii I ! , : � :, I� " �f i �, � I � I i� I . I r , � i I -MAKE, QUICK . � I I, I , 1 1 1 i, I : i I I 1 1,, i,� � " � ! 4 t , �1 1 ��, QUICK 1015 Atlantic Blvd I l I 1;i '! , I � 1 ",:� i : i � : L! � I � �� 'i 1 i� I � i: 1�1 'i I i ,l I : t :1, !, " w ;i i , !i!i� -1 1. 11, � . I � f� l E I � i I . I i i ! 1 !� t i -:, ff it ii�� I I I, I Atlantic Beach, FL 32233 1 1 1 1 1 , i � � � 1, 1 � I �: 1 1 1 I j:, I ; i ; A �:,, �i :� I I : I ,:1 � I i i I ,I ��:: i � . : ' I . - � ��, i r i I � � �1 I . . 11 �� I i � I F : � Ii� �i � ''I'll I !,) I I i I � , : : I'll I i ,�� , , ,�� i I, I : 1 1 I It I � ! ; i� � � ,�rj;t _, I'll ,_"" � '' " I ! " I I �I i I i : i 1 � 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 THE FURTHEST LUMINAIRE OR DEVICE, UNLESS OTHERWISE , , i I , I I t : I I i: 1;� 11 � I I � i I . �:� i : � I I . . I I I � 1 ,! I�: I : �:, I ,; 1 I i � l � I :, . :: I I i i : � I , i - ''I' j �: ! I � , , : I i l I :�: . I _," " : I , ,:,!, _11�_ "I", I.. � , i� 11 I 1" .. � i� . !i i 1: � � �i 1 , i !, '' INDICATED. I I� .11 i i I � I �i, � t I I � � 1z ::i I .1 fpLiclense No. LA0001260 I I � j 1 I l ,:� , : i �4 k t � I I I � � I .....��. I I � I I : � : Z � .. I �i ��: , � t I i t �� , . � 1, � ��.�. III I , I I I , i � I ,� I: I : k I : � i : � i � ,� I ..�� : I . ; , I I I I �: � : i i i c � �; '! ::��.,�_ ...I.. � I, I I I� 11 , if I ; I � i" I! i : I � � I 1! l , I � ): A. CONDUIT MAY BE GALVANIZED RIGID STEEL CONDUIT, INTERMEDIATE METAL CONDUIT, OR ELECTRi(bAL METALLIC TUBING EXCEPT AS OTHERWISE SPECIFIED HEREIN. . :� _'� i I I � t I � . 5 �, I I�, , : : 1�1 I i ,� �, I ; I � I ; I : �:::� lw , ,�! :1 1� :,� : 1"..... �� ,I.. I �I I I I :� � i, I I ,�. � � t ! i it .; I I I I I 1 �I � I- � " "..'..._." """, I , 1, ,) I i � , , i I I . I � I I I � I I ,��,,, � ,: : .::: ,x ,]��:�:::::�:.�::�� ",,, �: :::::�� I .. - j) � , I l � I i i� I! I , � I �: I � � : , I I LUMINAIRES . , I'll, , "I I 11 � ' 1 .� �: I "I'll". � .::� 1, �� . � �� '.�. "I"'I'll",- "I I..� 11 �- I , I I I I - � �I h , � . ; , 1 I , j � : I - :,,::� �...4.:,�:��l�:�:�I , I'll.,... � � I I I r I i Iii I : , � I � : I - '' " � i � ,� " : , ,��, I ., i t 1 1 4 1 1 �, �1 1 1 1 ; ; � I � ,, I,:]::":... :. � I; I :� i i, I � I �� r !� .: I ; _ � � � I'll 1 � � I I I I'll,,v I. , �,�.:,�..�� 11 I ,I I I I , ,, . , , :::�� , , , �. .:, � ,� I 11 11 I 1... I I I� . . . � , I I � 1 i � _!ii I I I I� � I I , . , ��11 TILIZATION DE CE. '. ,�, �� :..:::..-I ��'. ,; I 6 I � ""I', .1 - � I 1. ', : � I ' I i i� I ��J!V�i,,lfi,lj� I I 11 ...�,. I I I I 1: ! i� 'I I : - ., 11 ... i , r � I � l� �,1! il ,� i�-;, [��'�'�� '''' 1� i�i,4 1 1, B. RIGID NONMETALLIC CONDUIT (SCHEDULE 40 PVC) SHALL BE USED UNDERGROUND, MERE IMBEDDED IN CONCRETE, IN PARKING GARAGE, AND WHERE STUBBED THRU SLABS TO THE U VI 11: :�: _; 111 . I "I'll, I I I �� I :__ I I I .... I � ! "I � I , I � - ��: I . 11.11 1 2 �. :� , ,, �, !I ! I ill ! 1 11 ,,, , I 'r,I i ,: I", , "', I .� I "I'll' ' I I I I I I Z ..�.....�� I . . � .. 11 '11- I �'r I � I I I� , I 11 l�, ;�l�, f ,, i � :A I A. CONNECT SINGLE CONNECTION LUMINAIRES, SURFACE OR STEM HUNG, WITH TYPE TFFN HEAT RESISTANT LUMINAIRE WIRE. CONNECT MUL11PLE CONNECTION FLUORESCENT LUMINAIRES, SURFACE OR STEM HUNG, WITH I'll., ��::::�. , I I 11, � ��, ,�iiii � � � f, I I lj Wri, r , . ".., 11 � ,,,I n ,, . '', , ,Ill � d �', I ".., - 11 I � I � . . I 'll. - . � �!,i� �� I �A ,,�:I:i ,,,, ,,, , i �A ''I I I 1 , �, I ,� ��Al�i .......�. 1, I I : . 1 . � I I I _ � 11- I I 1, �!� l ! I 11 I � � ,,� I : 1 C. FLEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL CONNECTIONS TO MOTORS, APPLIANCES AND VIBRATING EQUIPMENT. UTILIZE LIQUIDT1GHT IN DAMP AND WET LOCATIONS. TYPE XHHW HEAT RESISTANT THERMOPLASTIC OR TYPE THHN HEAT RESISTANT THERMOPLASTIC WIRE OF A SIZE INDICATED FOR THE BRANCH CIRCUIT. USE THE TYPE XHHW OR THHN CONDUCTOR FOR THE BRANCH .. � I "I � I I � I 1.1 N I �I it-, ,Ill it I 1 1 n I I 1, �,,. , . I , � � � , ! i � ,!I : i1i I .. � :,� �: I I . I I .I �1 1" r I J � i� i I I J �[ - ( � ! , i 11 I t i� 1,1 ! 1� I�',�i: I �11,,, , I, � �. 11 I I,:::� I I r, I , I 1 4 1� i , � , I � I I� I � : %� I i i ,'I, . I ' I .: I l t , I� 1: ,,,I I � �I 1, I � � �� , . ; i . � I � r, � 1� ; I � I : � , I CIRCUIT CONNECT10N OF LUMINAIRES THROUGH FLUORESCENT WIREWAYS OR CHANNELS. 1, ". ,\\ ,��,, � I - I I , � � � :,I . � Ir 1 I, � I 11�1 I , , i i ,�f ill T I 11 I 1 11 � � I �� I � �q ii ji ;� � ,,, ,�i,� I , 11 V�1,1 " , ; i - ! � � � !I , ! 1 , , : I I I I . I I i � i I I 1 1 �� l , i �� , :��I 1 , - � i6 I �]�j��:��:.j:� I I I .. I � � t, i I I ,. 11 I � I ,ji I _ A �:: � I! t i 1 ,�i 1 1 �! ill 1: !, ' 'I 11 I I 11 � I I . 1 1 t, tj i �d 1 I � � I :!� I 1, ". - 1.111, 11 I -I � �� 'i , [i i !i ii � i i I, I I I : ��, �� ,�� ; l l D. MC CABLE MAY BE USED FOR BRANCH CIRCUIT DEVICE CONNECTIONS WHERE APPROVED BY LOCAL AUTHORITY. 0 I& 11 '",,, 1. 1 I I I I I , ( �� , I � I , -ll',".. -11, 111 "', I I 11 I � . i � 11! � �: :�:�� , . l i � I , - I i: :1 1� I i: � I �f � � �i, , . � I I � I i I : :1 � � : I I I ::1 � 11 � I I I : � �J, i�� 1� ,I � ;� � � - I I_ Ii I , : I I I i '. B. SUPPORT LUMINAIRES TO BE RECESSED IN READILY REMOVABLE TILE,CEILINGS (LAY-IN TYPE) FROM THE T-BAR TILE SUPPORT USING SEPARATE SUPPORTING WIRES AND CONNECT TO REMOTE MOUNTED 4" SQUARE , 1, � I i � I I I I I I I � � � 11 i� I i ; I ,I I I I I 11 � :: I I I t i I I :; i ! � � I I " �, � � ;il ! :i� I: I I 1. """ 11 .1111, : I �� I I I � I 1.I I 1 , :::: �� i .. I � _::.: 1, � � ::::.I'-' ... �. , 1. . I 11 : 1; � I l� :, I , I I ! , : I I �:� I 0 8 FLEXIBLE CONDUIT AND #12 XHHW OR THHN BRANCH CIRCUIT CONDUCTORS AND #12 GROUNDING CONDUCTOR BONDED BETWEEN THE CONDUIT SYSTEM AND THE,LUMINAIRE. I """ - ,. I 1 '! � , , 1 i � � I I I I il ,I :t ,� i� i 1� I I I � I 11 I r t � � i , i i i I I : il : I � :, . : ,:�.:�: : � � ,� I �:4 I I li� '!i,� i � �I I %, . � � I �. "Ill",_- I�,�,� �.:.:: :. ...� i I :: I " . �. i , til I I i , : 1� I . � 1".. 11 I", .� I I 1, ,t ! '111, : , :� :, � ! I L I I � I �. I I...�.4, .1 � 11 11 I I I � 11 11�,.�� ,: , ��:::_ � I _:,]]� �.��:::_ �:, .,�L� � I , 11 , ,:1 ".... I . : � f� ! r , � ! i;I I I I I : I I 1� 11 : i I I I ''I", . , :_:�� I ...�� I, � I � :, I : �� i it t : � � � � :1 I � I I I, ,.. �"": __.. .- : �� ( i I ,�.! � I �� I � 1i � I . I 'l , I 1 4 1, - I �� ,__ � I I , I I I I � � 4 . � I -ill I 11 I I I",�... I'll 1, I I � � : �, : I .i,� ; , 1� �!I I I �... � ,,, � 1-. ., � � 1 , '' 1 I 1. iA . � - .. , � , , . , I I 11 V.... I 1, . 1. ��:�.: :_ �::�� 1 , ': - I I � I I j . :�]. � I..,:.::�::�. � � : -1 I'll I � � I . il;�, � I I�� i 1, : � , I . '! i . �: : 11 1. �.:::�I:�� : I � , I , I I i : , I ,� t A. ALL CONDUCTORS SHALL BE COPPER, STRANDED OR SOLID IN TRADE SIZE 10-AWG AND SMALLER, STRANDED FOR LARGER SIZES. " . : I I e 1 � I I � :::.:._: �, . , �� i I i I I r I I "�: �f i � i e 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 MICH AFFECT THE � ::,� I i P I I -I , �� I i� � 1 � �� I I : i � i 1, I �I :!: �I � � li� ,1 1 1 1 I I I ��!,I � FORMANCE OF THE LUMINAIRE. I .....� . � �. � �, I l , I � I ,t I i I I C 1, �� . ..... .1, - � I I I 1 : ;, ;: I � I I �. � �: , , , 1. �:,:��_::._. " � 11 ;c � ['' � � I � 1� il ; I I � ::� I � , I� i �i. 1 I t� , � .- _:�.:.::.�: I - : , :, . �, I 11 . '-.l. I � I I I � j ii 11 'i �t I:, f i I I �_ I � I I : � , 1 1 i I I �j� , � I��, i I T � , , I 1 i ] l; :t ,; 11� I i�:�7_ . I ,", I �',":,�,: ,��:�', � - I � � -11", � I I��:� �:�::.] :�]�:.. 1 : ,,�,:, �� , , �:::�i�:� I ''1, , : � I � , 1; � � i z�t I I AWG FOR FEEDER AND / OR BRANCH CIRCUIT WRING. �::.!:� :� : 11 �..,�� , f I , 1; , i t !ii ,i '' III , � r 3 : ! I I , I :j" I" ; � 1 ,,,�', ! "I I i � , � B. EXCEPT WHERE OTHERWISE NOTED, CONDUCTORS SHALL NOT BE SMALLER THAN #14 ��, I 11 ,� � , � , , 1� I 1, �,f� I I .. � � I I 111.I 11,11,� � I I � , it i I� I I 1:� df i f, �i ,,!� �: :: I 't, .: I : , ]� 1i �, � I I ,:�� , � i� , : � � i I �:: � i i �! ! i� ; �� 1, 1 , ,��,�,�,�:�::: I l r I � I I i ir' ! I, ] I I � I 1 � , , 1 �i, , r � _::_ ,, . � ,:,�I,. 11 11 :"., ,:�"�_� 11: � � I r I I - � � I I ��,:: -1; , I �.� :, 1 �. 11 , �, I If I - ,� :,:: �,X,,�::: ,�:"�_ : : � 1, : ..: - I � t : I i ''I , . 1%. �: �:: I �.�, . � � �� it ; �i i i I . � ,:��': , � .."... ilt� - i ,: I � l 1, : � 1 l , ;� � I , ��; � . / I , I l i " I i ��;,I I ; ,i �,��f �! I lt� �: 11 . I l � I ", I I j �I , I � I ,P . � I .�: ........ �� I.. , I i i it : ,1, :!� ,�� I � I 1- I I � ''I'll-, -,',,'-l, `i.�,,l��:��:�: �i��!:�:::i:��. � .j . � , I I it � � 1 1 t ii 1! i ,i 1 1 �,. !1: li i I � 1 it iI 'I d[i 1, . 11 I 11 I�]I,:�.,, � I - / , ,I 1; 11; I I � :i ri t i 1 I ; 1 I : 1.I ,,� I "I . I �. I ' : I i � � � I I �I I , , I;i ,i� 1 4 � i I .� � I I ,�rl j ��,, 11 � i i 1;� � j � � �:� i. � 'i , :� I I 1 11��:�;: 7777 1�::�� ".: � I ! ; i I ; i ,: I . I I "I'll " � I� I "', ,. �. l I I � I I I, , I, I .I ,:,,��:., : 1 4 1 1., I I I� �� I I , I . I I'll I �I .I :,::::�� : . r �!��:� 'I,� , i I :i , zt, ��,, �1 I , i � 1�1� 1 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. - � . I-- '::,:.�::�� I � � I I : ,� : I ,�: _:� I :!::�� :�:�: ��:i:!:_�,',,,I__��: . - �� , � . I I � � i f, i I �, � I : i I r fli i Hill It � � I . .. : :.:. �.: I � � I I !I I : � I I 1, : I - i: i � �, � :I � - I I ! �,� , I I . I � 11�1�111 -�, - ..� I _ � - ,�� I � I � I I I , I "I'll I -1 , ::!:i � � I I I ""'' . I I � � , 11 I I t � I I 11 : � 11 11 I .. � I �,�,1 I � I ii 1 1i : � I I - , : I ` 1:1 I,,, I � I I i I : I , :::: 1 . ::�:�� 11 . I r 1. I I I ! F � i � , � I 1, I ": ,�, �:1.1. �.�!6�!�!��!� :��::��!��!" 1. - � I -1 1 ,: I : : � :� �, t ��. . I �: � � F:: �_ I � � I . ,. I i I 1 :� i i . : 1, I� ! l I., . 1. :�:� . : ,� ,: �� I I I "I I I I � � : !�i I : � : � � l : � D. BRANCH CIRCUIT HOME RUNS MAY BE "GANGED" TOGETHER AT CONTRACTORS OPTION. MERE BRANCH CIRCUITS OR FEEDERS ARE "GANGED" TOGETHER, CONDUIT AND WIRE SIZES SHALL BE ADJUSTED AS REQUIRED TO .1. �: , I 1.�, I 1, I I , I � i �: I � I :1, ..:� � I � I r 1i 11 � 11� I I i � 11 � I I I . I ,I �i�' -, i � � 1 � I 1, � 11 I i I ; i� , :1 I - I i I 7 � �� 1� , 1 ! 1� �: t � I . � I 1. 77_7777�� I I i j ,� i l 1 : : I � � 1 I I I � I : f i I � .11 � I - I I 1.1%�..��.� � � � I � � - I I 11 I I I , � 1 1 ,� I i � , I i I I I � I I i'r [ � I � i l � . I � � . 11, I . I'll � � . I I i I � I ,l I �i I j� i�� I , � i I MEET N.E.C. REQUIREMENTS. � - I I . �� I I j,"'t. I " . 1. I.., . � 1 1 1 i ; I i I I . I� I : I , ,"", , I I . I 11, ,,4 1 1 1 1 1 1 : I I ; � I � :::1:,�. -1�,,,,,:,,., ,��I:��.I..1.:::...,I 11 . I I 1 1, I : � i I [I l � i: l� i : ! � 1 i 11 � � . I,I 1 11...� _:: _"" 11 I I�:�:.:::::.� ,� .... i ! � I I I ,... ,"I ,I.,�, . I I : 1 ; ; f � : l I I I.,.� i , � � � . - I I I , l ,: : : i � � � ,;: I� , I I I I I I � ::_��,",S�:: , I I , :��: � , I : - �� I I .. I I�� - i I . i ;I . �I : � t 3� ,, I ! I I I I ,11�, I", I I j i, � � I I I i - : I" � I , , I� "k :� I��,� I , I I I, , I� : ] : I I I I: I I 11 I r I I I I I I I , ,:" ,,,,,,-�:,.�,..:1.,:"",��::��]�!��,i� �::�:��,��!�!��!��]��i�!!��i�� :�, � I I 7, I t I i . , ,, � I : I . 1 � 1 ,� 1.I I I I �::� :1-111.1.1 I . � � 'r I � I I �I ; F I I � I I e I I I I , , I ".::: . , , ,%�� : 'I'll I 1, I 11 , ,1"I I , ...� ,,, ., �_� i I I � � I I 11 1� I , I i i I I I � �"t 1 1 1 ,!� i I i :1 OUTLET BOXES ,::::: , I I . .:� _:�� 1: �:� �� :: I r-'� , , l , I �: I ;1 I I � I 1 11 � , �: . ,, ::,: �� , I I !I , I , - I i i : : � !1 I r ;� : I I I I I.: . � v.,:::..::::�� _..,......._. I——� / �; i'l 11 i ; I i i I Ii . I I "I'll- :�: _ ,:::� :I , �il 11 -�, . K .1.111 ,�::.:7�:�� I � ,�, , I ,Y I , � :� , ,�: ,�:!� I : I i�� ,�: � I I 1 ; I i 1, I. " . - I I � . . ,:.: 7�',� , � :...Z , . I : ! I i , ��l�5 , �: , �; , �: 11 .....I 1 - I I �� I � ��', � ,� 11� I I I I I , I I i � � � i 1 �: � . 1:,�, ,: " :_, ,". � _ 11 I I 1 , l I 11 I ; 11 I , ,]]��]],�]��::!:�!i�! ,:�:��.e.,�._M � 'z �� 1, i i �� I : 11 I I . . I'll, 1:11.. ....... 1, . I l,I_ � _ � i" i " 11 � : � 11 , t� I� ,�jl, I � i � I..1. � . ..... , � - I ,, - � i! , i, � � j , � : . 'I"".,...,,..� .,:: : �� 11, � � I 1,j 1 1 I� l i I - .�� j 1 : I I.. : ...itt 1,�.. _::._.: � � I I, � �,i i � ,,,�`�' "' Qlf� , it 1� f i� �t ! , �:,�,, . � I.:_ : ,�: � ,I �� i, � �,%, I I I :" '� t t I F , i � i !:� , , : n � ,, � i H 1 1 1 j l I � " l ,: I . �: I �,:.:�� : �:_:, .. I I � � , , , 'I'll :,:::�:��, .",:�,:.:.:::: :�:,:�:,:e ::::� 1. � � -1 " I ., I � , I i �: �, i i c , l � I : , - _:____'., - : 1� ', ,!1,�;' 1:I:, i I ! 1�� r i , �: il I t � � l ,� I 1 1 ."I I e r I l � ,� I A. ALL OUTLET BOXES, EXTENSIONS, AND COVER FRAMES SHALL BE GALVANIZED SHEET STEEL OR PLASTIC FOR CONCEALED LOCATIONS OR CAST METAL FOR EXPOSED LOCATIONS UNLESS OTHERWISE NOTED. BOXES ,., , 1 ��77,�:�::::::v I'll....�,,� _ _ I � - I � : � , : I i i I I I ; i, I , I � 1: I z � , i � ; r I:q-, �,� 1 I.,".., ,":��:� ::::��I I." :::�:777777 1,,1. .,�....,.�� 1 7� I i I � i � � I :1. ,I..., I ,, 1.��..��:��: � , ! � I I i I � � � " .__�,lI".., ...._ _ _ !� I � � I � � � � I , -: W.... _ I � �; �" !�I I I � I I ::._ ,,_�:.X::.:I� .. , . ,,.... ,� � , I :. _ . . I I ,� : .� ., �� ; ; I i I � I I ii f ;� , 1 111. � I , , I I .,�,[ � ; �, I I I I � , � �. � I I � , � � �g I i,� I .1.1�:� � : :�� .:�:,W�,I : � � I I I � ....__ :� 1. . � I I I 11 I I—— � .,::.:.�� I I ..%�� I" _ ��:1 : � , I, I I �I I � '...%� �� ! i I �::l 1:,I � � �, , !� 1 � I � : SHALL BE A MINIMUM OF 1-1/2" DEEP AND SHALL BE SIZED TO ACCOMMODATE THE INSTALLED CONDUITS, CONDUCTORS AND DEVICES. BOXES TO WHICH LUMINAIRES ARE INSTALLED SHALL HAVE STUDS AND STRAPS :11 � I 11 11 ;, I ,f t l i : I I : - � 11 % ; i I : �i � : 1; I I I !, 1 � 1! �t 1 �; I � ; � � ... � I , � �:: � it� 1: � 'i ! ,��: �) � i � � I : 1 �.i�' 1 ,�� : .:::::. : 1 I ,," I I : :1 , � ; ! 1 � ! I I � I ,� 1 " REQUIRED TO SUPPORT THE WEIGHT OF THE LUMINAIRES. ,, � :_: _:,"I.T.�:.:::�II�;, I I I I , I l ii I : : I 1 ; " i : 1 I � , i 1 � � ! I I !: I � f I '' � ! � I N , i I I 11 . I I. � " i ' I 1 i � � I , I � I, : i � h�� i , I � I I I i i : i t , i I . - I I r r I :i�,: I f I : i t i � � , , i' l t i I ; i� t I :� . i : , . � :1 � , t .: I., i � �� t , I i ;, I !, I I � � I i 11 ,." ` I i � I � I I i I , i : � " I : I i �! : - I! I I i, � : : I :: 9 ; PULL AND JUNCTION BOXES i � � � , I z l : � ! � ! �i � .. � � I . i � ! I ;I � . . I � I f I I I I !: � . I I . - I ,� I I I � �� : I l i i : , I I I I I . _� 1, , I i � � ; , '11 : I � i � . I � i I ,: k, :i I t - I I I I I : ; ! 1 I . I ; � ! �� ii I :.:"f, I i I I � ! t i I I : � TH SCREW COVERS HELD IN PLACE WITH CORROSION RESISTANT MACHINE SCREWS. - I I I l 1 I : : : I ! �� I i: ;: � � A. PULL AND JUNCTION BOXES SHALL BE CONSTRUCTED OF CODE GAUGE GALVANIZED SHEET STEEL AND FIITED WI i � , 11 I ; � , I I ,:� �': � 1 : f j! , 1 1 . 11 I X � I I I : Ill : I . I . I r �, : � '.i i i i I I � : I .It i ; i I'll �. 1. 11%, i i I I I . i It I I I� i � i I I � f � ; I �I I I. I t ,� : , 1 : ! I �� t � ! 1,!,� , J� , I I 1�, I , I 1 : 1 : , : � I I - � I t � I I , , � I � I'.� I I ,, � i t" I i i: ! i i ;�� I : tj k� i I i 1� 1 , L - � I - :1 , I I , � ;,�I, ,, t' ' - 1 ! � " I I !li; i ; � l I lj� i I t� �i� 1 r . � jil J! � I , 1i 1 ��,�i -HEREIN AND ON'THE DRAWINGS. � ,,r i� �1 1 1� I I I � , I I � � !I � � : B. BOX SIZES SHALL CONFORM TO THE SIZES REQUIRED BY NEC AND AS SPECIFIED I , I 1 1 ! � : 1 ':: ! , I it ii � I� �, I I I I I �� I : i ; � : : I I i� 1 li, � ! i I jl_ I ; 1, ; , N : I I I [ , I:1 1 � . I 4, � I:. I I , - I . I ,,, . , I I. ; I � -, I I NO. EVISION/ISSUE DATE _I i� i : � 1 , i , ! i I 1 �i�l I � 1�!t i � � �!1, i ; i I I I I ; � : 1,1 * ll 1 :,�� 1� !i� , � 11 I i I i_ i ii I i : � :�, I , , � I i l � �'! : I :i i , !�� !I �,i � !`,l f.1 ii�� !� ! I I ' : if I ii, � � [ , 1 i !� . I i L I)!, it! � j :� . I � . N I � i -7 �:I 1, i .� 1� i � - � �, I � ; I I � , ; - I I � . 1 4 '' I I I , i ! : - i I I I 1; , I I . - il I! i I � I , �1 ,,, �l i I it I � I I i f : j i� � 1 Z � 1! , WIRING AND CONTROL DEVICES I - � I � �11 i � J'i , � � I �1 : I 1� ! !�� I � :i 'i ,i 1� i 11 i :, 1� : I : , , ;� I i�i, : I � 1i ,I : I 1i , r � I ill i " � F �t4 , : Z 4 :: � I I : I � I , I : I v :i i i I i, , � ! !i j ,j� i I I l 1 1�1 ; , I ;�' ,I I i I� I i � 4 i i, I �;I I I � I, I I ,i � I I I !I I I i I , i 1� r i I I . � , I I �� I� ,:;:� 1 1, I t I � i I � i , . 1 I i i : ,i� � :i � ,li� I, ,; � , 'I't � I I - �1� �, I i�I I 1 i I �, I . � j 1 1 i 1,� 1! I I :, �,� I,1 ,,, l I I � " I :: I I I , i , , -l�, i : 1 4�� :, � 1 . I , : i I � I � I I � I I 1 I A. ALL DEVICES SHALL BE COMMERCIAL GRADE.THE PRODUCT OF ONE MANUFACTURER THROUGHOUT THE PROJECT EXCEPT AS OTHERWISE NOTED. I�* . II, I�.,:" I �' 'r I 1: � , ; � ;! I� r i " � I . � _ � I ,i��,,,, I :!, I I I I ".� j I .� ; I I , i : I I I � � i : i � 1 7 � , � 11 , I I I i -I I � � �� I .4' 1 � ! ! i : � 1 , I 1,i I � ,�,,I,,� I� I I I I ,� I I ! i �, r i �1 1 � �: I I 1 ! � 1 � ; �I I �I�� , : I� � 1, ,1� I I �1:� : ! � , . : : � I. , , � I :! I 1: I i: I I� ;I I , i ,: i I t ; I i I I �-� � I l ,- ,," I I r I I ; , I I : 1 i I � I I �: �, , ,,, I �,I ,� " . � I ! f I ! , ,: , � I ; � i , d 1. WALL SWITCHES SHALL BE 20 AMPERE, 120-277 VOLT, AC TOGGLE HANDLE, QUIET TYPE NTH SIDE OR BACK WRING TERMINALS. SWITCHES SHALL BE SINGLE OR MULTI-POLE AS INDICATED ON DRAWNGS. !�, . , I I � , �i � I 1, . I! I ; � 1, I: I , , �4 �� I � 1 ,f: � i i .I ! � � : I 1 I . I-1..�," I I : : t ; . I . 1, I I I I I I -tri , .,� � � �:� , 11: ': I i I l 2. DUPLEX RECEPTACLES SHALL BE STRAIGHT BLADE, 20 AMPERE 125 VOLT, AC, OF GROUNDING TYPE WITH SIDE OR BACK WRING TERMINALS. .:^ . I I � 1, : , I I I I ,� ,� ( I I I I 1'. � : � I �� 11 ii I i I I Z I � 11 �� . , I I � .1 C : ,!; I 11 ,it �,; I I I I I I I I i I � : ,: �, I . I 1� 1 � , I 1 1 i:� � I. I I � l � I 1 I � � 3. DEVICES COLORS SHALL MATCH EXISTING DEVICES. I I I . . . I I, i I 1� � I �I I I ; � li: ;�� "I I I I I ; � ,,j, I ! I I ::� I . 11 ,t � I 1 I 11 �� t � � . . . �l � I � � : � :1 �f I I : I I 1. � i I i I : I �l�:� I i I I �;! , � '1� :i 11� I , ,� I i H, ], i I I L , � r � I i 11 I I � 1 � :i . REFER TO THE DRAWINGS FOR SPECIAL RECEPTACLE TYPE AND WIRING DEVICES. I I I � i � I 1: 1 1 1 4 i I ,,!. I 1 " ��,::� li� it I, I , �,ll I I 1 : - � � 1�1 i�IL ''! I H: i � iI, 1, � � :_ - I "r), I, I I I '� I i � i�� . . 1� I I 'i"I I . � I I I .� , :!l?,,,� I t I ! �!� i I 11 I : , it: : r I I , l I . !I � . i ,i� � I i I��k!i�: 1�� 1i " , I I Ix - t � � I I I 11 I 1 I 1 I I ; , I i-�!�;V, , I � I I I I : i�, �� I . I ��I I , � - I I . I " � : 1 I 11!� � �ii :�� 1 , � : ,�i� I I I I, � I I;�i,!�� i�i �'11 , � !: � ''. I 1, A: I �i I I i � � i I � : I ��,I i ::, .I� �: 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. . E L TRICAL I I I I . . I � � li, I I I 1 1 , "", ,� i i I I � �i, �, �:� 1 �:, � :1 I : � I I �, L_:,�/ I I I I I I � � i: I I I � ,I I I I ,� I I I , 1. . � � : �[ I i , I �i ;, i , i , ", 1! ; ,� i i �: Z I i i%_ I ,I I ! 1 � � - I . , . I 11 ,! I I ,, Z i . � , .- I I I I :: I i : I j I ir, � . : I I I . I � _ :: I . � 1 ! � i i - LUMINAIRES I � � i X : I I I I 11 i, I i � I l 1; I i 4 1 1 1 � i I � � : , i i i : i �� . �I I i ! �,; ; I � � ! i ; , i I . � I I I - I, I I I i� I I I �_ : i r . :� . I I �; ,, I, ! I�I i � : i , � I I I' � � l I � " � 1, ; ,, : I : : : I l it' ' I . SPECIFICATIONS I- ,� i . I I I ! i I :: .. I I I I I � I � I I 1 I : . - I I 11 ! I i I I I �: � I A. FURNISH AND INSTALL ALL LUMINAIRES AS SHOWN ON THE DRAWINGS AND/OR SPECIFIED BY THE ARCHITECT. LUMINAIRES SUBMITTED FOR APPROVALNUST BE ACCOMPANIED BY COMPLETE PHOTOMETRIC DATA FOR I 'D � ,� � I : � :, I I i 1 ,�:i I � I I . ': I I ; : I [� _1�1 � , I � � � I : i I! � . I � 11 �t : i �: 11 : I I i : 1� I I � : I I i i -, , ; : I � � i : I , l ; : ARCHITECT'S REVIEW. . r �, :! - I 1, 1, �1 : _� 1� I l : , I I I I I � i :� , 1, '�I I I i I . , i I I I : - I I I : , : ! I I'll i I . 1, � : I 1: � : �: I t I : : [� W1 � 1 . I�',�t" I I 1 1� � I ! � f � � ! I ! ! � . "''i I 11. I l l : I ! . : I I , I 'o I � i �� j I � I ,," . I I ; � I � : 1 2, -1 - �! i t � � � r ! I I � I I J� t AND ANSI CERTIFIED, CLASS P AND UL APPROVED. . �1,�,, I � I I I .: il �!: �l 11 i I I � t t, I 'j� : �i B. BALLASTS FOR FLUORESCENT LUMINAIRES SHALL BE HIGH POWER FACTOR, ETL, CBM .� I � � �,, -.1, l 1! 'i i i : I . . i- , Z ll I 1 ; i r � � I � � � 11 I It I . - � '�"I � ,; , - 1, , ,, I i � I if I i I ; � , ��,� , I _! i i I 1 I i:� [ ;: �� ;,, � I I ,l r i !: ...I � ': :! 1 t I i I I :I � I 11 I� I I I I � i; � Z I , i � � t�, I I . � ; � 11) I I � 1 i , I I �1 1 :i � ! , !I ��!,i �� ., . I . ;It 1: I �: [ i : I I ; I I ; II i � �!, : � , � , - : � �." I I ! i, i , � ,I I . . I I � I � r ;� I 2i � � � I , . I -1 I I ,�� 'i I il'' , � I �i �� t : 1: I I ,I 1 � : i �d :! C. EMERGENCY BALLASTS SHALL BE BODINE #B-90, OR EQUAL. . . �I .1 � � , � ii�I � r � I � I � I It I : I " l I I 1 4 1 r, �ii�, I : � � �: i; : I I I I i I !� . :;i , I;� ,, � 1 i ; � I ,: ,� , � i ( I . i I i �1� i I I � ; i I - !�� I I I 4 :I I l I ! �! � i I��,� I � I ! � I :: :� � t I , I t �1 t l � 11 I : i 11 , t !, 1 "i - !,I I I t I I , i I , i : I I�[ I , , � ; � � I i �� 1 1 .. Ir It i, i I I . � I � I I I It ; � I i �i � I �I � ,! , , i � �� , i 1: ; I . . I I I I ,, , 1 I � �� i � I I I: i I I I : I l �� ! I i i I'� �� 1 LAMPS � ,,:! � I : � I :I r . � I I � l : . I I i ; i I i 1 � r ,J;:� - ��1 . I �I � � ,� ,: � � 1 � i I I I 1i �::; 1:� i � I � : I � I I I I ! I i I I I �!, , i . i I � 11 � : � : I � � ! I ;1 l� I :i : i I t : r : : i I i �� 11 I I t 11 i � 1 1 ;1 � � I ,� � , - I 4 I l . I I I � i i - I I I , I : iii i FURNISH AND INSTALL ONE COMPLETE SET OF LAMPS FOR ALL INSTALLED LUMINAIRES AS DESIGNATED IN THE LUMINAIRE SCHEDULE, ON THE DRAWINGS, OR SPECIFIED HEREIN. �t'i � � I � ,,� i : I i � , , � I A. I , I I I ! I I I I ! ! ; I � i I �, � �! 1 1 ,! !1 1 i � i :l ,� i � � : , , � i : , ! i I I I I � - ') I i i I i �� i � i 1: �: I i i I F, � � . ; i I :: 1 I I 1� I I 11 I I � , I , �� I I ,I: ''i . '. I I : I I ; , : I : I I I! �: � , : I � I I ��, I :11 , I I I 1, � I . : 1:, : : i : �: � 1. INCANDESCENT LAMPS SHALL BE RATED 130 VOLTS AND OF WATTAGE INDICATED, ,,, I I , i I : I , 1� I I : � : :�- 1. il : �� I t L�: f � 1 I � �, I : I I i I I I ! i il i � I ''I 1� I ,i :, 1 � [ I i � . I � �l � I i " I i I I � :�� i � 1; i � I i �� 5, �! 1 2. FLUORESCENT LAMPS SHALL BE OF WATTAGE AS INDICATED IN THE LIGHTING FIXTURE SCHEDULE. -; I i I i f I, I I f ; d : ii 11 � 1 1 � I � I , ! I� : � r 1� I I � I I I I � I : i r I I � , i! 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