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303 Atlantic Boulevard COOP 02.05.2017 (1) �.� ��MrH� �� t�� rMt� : L./L_ � GENERAL IS COMPLETED. � BASE PLATES ANCHOR BOLTS NUTS AND WASHERS NOT VERS BY A MINIMUM OF 2 INCHES OF CONCRETEA. COMPACTION EQUIPMENT: B. COMPACTION UNDER SLABS AND STRUCTURES: ,# � r COVERED NOTES AN SHALL BE PAINTED WITH ZRC COLD GALVANIZING COMPOUND AFTER THE CONNECTION IS COMPLETED. EXPOSED °"""P""""!-- k. STEEL PLATES, SHAPES, AND ANCHORS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. BOLTS, NUTS, AND 1. SITE COMPACTOR: VIBRATORY DRUM ROLLER WITH A 1. COMPACTION BENEATH GARAGE SLAB, POOL DECK, AND \5 i, P0i�lTj � WASHERS FOR SUCH CONNECTIONS SHALL ALL BE GALVANIZED. ALL WELDS FOR EXPOSED CONNECTIONS SHALL BE MINIMUM STATIC AT—DRUM WEIGHT OF SIX TONS OR ITS ANY OTHER AT GRADE SLABS SHALL EXTEND AT LEAST 3 Jam' �GENS ''•G' `- SPECIFICATIONS FEET BEYOND PERIMETER OF SLABS AND MONOLITHIC �' PAINTED WITH "ZRC COLD GALVANIZING COMPOUND" AFTER WELDING. EQUIVALENT OR A STEEL DRUM ROLLER. DON T USE WITHIN 25 FEET OF EXISTING BUILDINGS. FOOTINGS. COMPACTION DENSITY SHOULD CONFORM WITH No.S. 11 Lui�A Pbntigo PE "°, ALL SHOP AND FIELD WELDING OF CONNECTIONS SHALL BE PERFORMED BY CERTIFIED WELDERS FOR THE TYPE OF SPEC 3.3.C1. w A . • S F F 5'B '(F5 2017 WELDING PERFORMED. 2. MECHANICAL HAND TAMPERS: HAND TAMPERS OR VIBRATORY SLED COMPACTORS SHALL BE CAPABLE OF C. PERCENTAGE OF MAXIMUM DENSITY REQUIREMENTS: += 0":c OR1 P.� 4 -,NO 53311 SHEET NUMBER MEETING THE COMPACTION REQUIREMENTS SPECIFIED MISCELLANEOUS STRUCTURES: HEREIN. USE FOR LIMITED SPACE AREAS ONLY.! COMPACT SOILS TO NOT LESS THAN THE FOLLOWING PRE—ENGINEERED ALUMINUM CANOPY STRUCTURES OR ANY OTHER APPENDAGE NOT SPECIFICALLY DETAIL HEREIN i PERCENTAGES OF THE MODIFIED PROCTOR MAXIMUM DRY SHALL BE DESIGNED BY OTHERS. CONTRACTOR SHALL SUBMIT SHOP DRAWING INDICATING CONNECTION POINTS ASTM 1557: Lou Pontigo and .,. DENSITY, REACTIONS, & FASTENER REQUIREMENTS. CONTRACTOR SHALL COORDINATE ANY LOADING REQUIREMENTS WITH THE Associates, Inc. PRE—ENGINEERED WOOD ROOF TRUSSES. (TYPICAL) STRUCTURAL SOm2 1. EXISTING SUBGRADES UNDER STRUCTURES: COMPACT THE E IN G I N E E R S SURFACE OF THE SUBGRADE 95 PERCENT MAXIMUM DRY DENSITY. COMPACT THE GROUND SURFACE AT THE 420 Osceola Avenue BOTTOM OF THE UNDERCUTTING TO 95% OF MAXIMUM DRY >= Jacksonville beach, FL 32250 -- DENSITY. Ph. 904-242-0908 PERMIT SET FL: CA # 8344 SC: CA# 3579 www.lp-a.com i SPECIFICATIONS SECTION 032000 - CONCRETE REINFORCING 3.2 INSTALLATION 1.4QUALITY ASSURANCE PART 3 EXECUTION 3.8FIELD QUALITY CONTROL , . PART 1 - GENERAL A. INSTALL REINFORCING IN ACCORDANCE WITH ACI 301, AND A. CONCRETE MIX DESIGN: IN ACCORDANCE WITH ACI 301, METHOD 1 3.1 PREPARATION A. TESTING AND INSPECTION SERVICES: x ' CRSI MANUAL AND PUBLICATIONS 63 AND 65. ®R 2 1. CERTIFY EACH DELIVERY TICKET.{ t 1.1 SUMMARY A. NOTIFY TESTING LABORATORY MINIMUM 24 HOURS PRIOR TO 2. RECORD TIME AT WHICH CONCRETE WAS DISCHARGED FROM .5DELIVERY, STORAGE AND HANDLING PLACING CONCRETE. TRUCK. B. ACCURATELY POSITION REINFORCING; SECURELY TIE AT 1A INTERSECTIONS. 3. MONITOR AND RECORD AMOUNT OF WATER AND WATER A. SECTION INCLUDES: A. MIX AND DELIVER CONCRETE TO PROJECT READY MIXED IN B. ACCURATELY POSITION ANCHOR BOLTS, SLEEVES, CONDUIT, REDUCING ADMIXTURE ADDED TO CONCRETE AT PROJECT SITE. is 1. REINFORCING BARS, WIRE FABRIC, AND ACCESSORIES FOR ACCORDANCE WITH ASTM C94. INSERTS, AND ACCESSORIES. DO NOT CUT REINFORCING STEEL TO 4. DETERMINE AMBIENT TEMPERATURE AND TEMPERATURE OF w CAST-IN-PLACE CONCRETE. C. WELDING: AWS D1.4/D1.4M. FACILITATE INSTALLATION OF 'INSERTS OR ACCESSORIES. CONCRETE SAMPLE FOR EACH SET OF TEST CYLINDERS. , M B. SCHEDULE DELIVERY SO THAT POURS WILL NOT BE INTERRUPTED 5. TEST CYLINDERS: B. RELATED SECTIONS: D. INSTALL WIRE FABRIC REINFORCING IN LONGEST PRACTICAL FOR OVER 15 MINUTES. C. REMOVE WATER AND DEBRIS FROM FORMS AND EXCAVATIONS. a. MAKE TEST CYLINDERS IN ACCORDANCE WITH ASTM 0172; 1. DIVISION 01: ADMINISTRATIVE, PROCEDURAL, AND LENGTHS. OFFSET END LAPS IN ADJACENT WIDTHS TO ONE SET OF 3 CYLINDERS FOR EACH 100 CUBIC YARDS TEMPORARY WORK REQUIREMENTS. PREVENT CONTINUOUS LAP. C. PLACE CONCRETE ON SITE WITHIN 90 MINUTES AFTER D. CLOSE OPENINGS LEFT IN FORMS FOR CLEANING AND INSPECTION. OR FRACTION THEREOF PLACED IN ANY ONE DAY, FOR A SOUTHER",J BISTRO & BAP PROPORTIONING MATERIALS AT BATCH PLANT. EACH DIFFERENT CLASS OF CONCRETE. 1.2REFERENCES E. DO NOT DISPLACE OR DAMAGE VAPOR RETARDER. E. PREPARE PREVIOUSLY PLACED [AND EXISTING] CONCRETE b. MOLD AND CURE CYLINDERS IN ACCORDANCE WITH ASTM 303 Atlantic Blvd. 1.6 PROJECT CONDITIONS SURFACES BY CLEANING WITH STEEL WIRE BRUSH AND APPLYING C31; TEST CYLINDERS IN ACCORDANCE WITH ASTM C39; A. AMERICAN CONCRETE INSTITUTE (ACI) 301 - F. LOCATE SPLICES NOT INDICATED ON DRAWINGS AT POINTS BONDING AGENT IN ACCORDANCE WITH MANUFACTURER'S ONE AT 7 DAYS AND TWO AT 28 DAYS. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR OF MINIMUM STRESS. A. COLD WEATHER PLACEMENT - PROTECT CONCRETE WORK FROM INSTRUCTIONS. 6. SLUMP TESTS: MAKE SLUMP TESTS AT BEGINNING OF EACH Atlantic Beach FL 32233 BE PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BUILDINGS. L DAY'S PLACEMENT AND FOR EACH SET OF TEST CYLINDERS IN G. CLEAN AND REPROTECT [GALVANIZED] [EPDXY COATED] CAUSED BY FROST, FREEZING ACTIONS, OR LOW TEMPERATURES. F. WHERE NEW CONCRETE IS DOWELED TO EXISTING, DRILL HOLES IN ACCORDANCE WITH ASTM C143. SURFACES CUT OR DAMAGED DURING INSTALLATION. COMPLY WITH ACI 306R AND FOLLOWING REQUIREMENTS: EXISTING CONCRETE, INSERT STEEL DOWELS, AND PACK HOLES 7. AIR CONTENT: DETERMINE TOTAL AIR CONTENT OF AIR B. ASTM INTERNATIONAL (ASTM): 1. AIR TEMPERATURE AT OR EXPECTED TO FALL BELOW 40 SOLID WITH NON SHRINK GROUT. ENTRAINED CONCRETE FOR EACH STRENGTH TEST IN 1. A185/A185M - STANDARD SPECIFICATION FOR WELDED DEGREES F, UNIFORMLY HEAT WATER AND AGGREGATES ARCHITECT: ACCORDANCE WITH ASTM 0231. STEEL WIRE REINFORCEMENT, PLAIN, FOR CONCRETE. BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE 3.2PLACEMENT OF CONCRETE 2. A615/A 615M - STANDARD SPECIFICATION FOR END OF SECTION TEMPERATURE OF NOT LESS THAN 50 DEGREES F AND NOT Julianne N. Overby, RA DEFORMED AND PLAIN BILLET-STEEL BARS FOR MORE THAN 80 DEGREES F AT POINT OF PLACEMENT. A. PLACE CONCRETE IN ACCORDANCE WITH AGI 301 AND ACI 318. END OF SECTION Architectural and Interior Design CONCRETE REINFORCEMENT. 2. DO NOT USE FROZEN MATERIALS OR MATERIALS C NTAINING 3. A767 - STANDARD SPECIFICATION FOR ZINC-COATED ICE OR SNOW. DO NOT PLACE CONCRETE ON FROZ N B. ENSURE REINFORCEMENT, INSERTS, AND EMBEDDED PARTS ARE Julianne N. Overby, R.A. SUBGRADE OR ON SUBGRADE CONTAINING FROZEN MATERIALS. NOT DISTURBED DURING CONCRETE PLACEMENT. 2452 Pullin Street (GALVANIZED) BARS FOR CONCRETE REINFORCEMENT. 3. DO NOT USE CALCIUM CHLORIDE, SALT, AND OTHER Jacksonville Beach, Florida 32250 4. D3963 - STANDARD SPECIFICATION FOR FABRICATION SECTION 033000 - CAST-IN-PLACE CONCRETE MATERIALS CONTAINING ANTIFREEZE AGENTS OR CHEMICAL C. DEPOSIT CONCRETE AS NEARLY AS POSSIBLE IN ITS FINAL 904-704-8628 AND JOBSITE HANDLING OF EPDXY-COATED REINFORCING ACCELERATORS UNLESS OTHERWISE ACCEPTED IN MIX POSITION TO MINIMIZE HANDLING AND FLOWING. Email: jnc��erby(a�att.net STEEL. PART 1 GENERAL DESIGNS. D. PLACE CONCRETE CONTINUOUSLY BETWEEN PREDETERMINED N.C.12109 • Fl-.AR-0D17060• FL.IU-1621 C. AMERICAN WELDING SOCIETY (AWS) D1.4/D1.4M - 1.1 SUMMARY B. HOT WEATHER PLACEMENT - PLACE CONCRETE IN ACCORDANCE EXPANSION, CONTROL, AND CONSTRUCTION JOINTS. CONSULTANT: STRUCTURAL WELDING CODE - REINFORCING STEEL. WITH ACI 305R AND FOLLOWING REQUIREMENTS: A. SECTION INCLUDES: 1. COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE E. DO NOT PLACE PARTIALLY HARDENED, CONTAMINATED, OR D. CONCRETE REINFORCING STEEL INSTITUTE (CRSI): 1. CAST-IN-PLACE CONCRETE FOR FOUNDATIONS AND SLABS ON TEMPERATURE AT TIME OF PLACEMENT BELOW 90 DEGREES F. RETEMPERED CONCRETE. F O R M S P A C E , INC 1 . MANUAL OF PRACTICE. GRADE. USE CHILLED MIXING WATER OR CHOPPED ICE IF W TER 2. PUBLICATION 63 - RECOMMENDED PRACTICE FOR 2. EQUIPMENT PADS. EQUIVALENT OF ICE IS CALCULATED IN TOTAL AMO NT OF F. DO NOT ALLOW CONCRETE TO FREE FALL OVER 8 FEET; PROVIDE 3. BASES FOR LIGHTING FIXTURES. MIXING WATER. TREMIES, CHUTES, OR OTHER MEANS OF CONVEYANCE200 FIRST STREET SUITE 205 . NEPTUNE BEACH, FLORIDA 32266 PLACING REINFORCING BARS. 2. IF REQUIRED, COVER REINFORCING STEEL WITH WATER SOAKED 3. PUBLICATION 65 - RECOMMENDED PRACTICE FOR B. RELATED SECTIONS: BURLAP SO THAT STEEL TEMPERATURE WILL NOT XCEED G. CONSOLIDATE CONCRETE WITH MECHANICAL VIBRATING desl n 200firststreet.com PLACING BAR SUPPORTS, SPECIFICATIONS AND 1. DIVISION 01: ADMINISTRATIVE, PROCEDURAL, AND TEMPORARY AMBIENT AIR TEMPERATURE. EQUIPMENT. HAND COMPACT IN CORNERS AND ANGLES OF 9 @ NOMENCLATURE. WORK REQUIREMENTS. 3. FOG SPRAY FORMS, REINFORCING STEEL, AND SUB RADE JUST FORMS. 904-535-0270 ph 904-246-8402 fax BEFORE CONCRETE IS PLACED. 1.3SUBMITTALS 1.2 REFERENCES 4. USE WATER-REDUCING RETARDING ADMIXTURE WHE, REQUIRED H. SCREED SLABS LEVEL, TO FLATNESS TOLERANCE OF % INCH IN BY HIGH TEMPERATURES, LOW HUMIDITY, OR OTHER ADVERSE 10 FEET. A. SUBMITTALS FOR REVIEW: A. AMERICAN CONCRETE INSTITUTE (ACI): PLACING CONDITIONS. 1. SHOP DRAWINGS: 1. 301 - STRUCTURAL CONCRETE FOR BUILDINGS. PART 2 PRODUCTS 3.3PLACEMENT OF SEPARATE FLOOR TOPPINGS • a. INCLUDE BAR SIZES, SPACINGS, LAPS, LOCATIONS, 2. 305R - HOT WEATHER CONCRETING. Q AND QUANTITIES OF REINFORCING BARS, WIRE FABRIC, 3. 306R - COLD WEATHER CONCRETING. A. PRIOR TO PLACING TOPPINGS; REMOVE DELETERIOUS MATERIAL Z / Co AND ACCESSORIES. 4. 308 - STANDARD PRACTICE FOR CURING CONCRETE. 2.1 MANUFACTURERS FROM CONCRETE SUBSTRATES; BROOM SURFACES CLEAN. •/ b. PROVIDE BENDING AND CUTTING SCHEDULES. 5. 318 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL O J N c. SHOW COMPLETE LAYOUT PLAN FOR EACH LAYER OF CONCRETE. A. ACCEPTABLE MANUFACTURERS - CONCRETE CHEMICALS: B. APPLY BONDING AGENT TO CONCRETE SUBSTRATE; FOLLOW 1. BASF CORPORATION. (� REINFORCING. B. ASTM INTERNATIONAL (ASTM): 2. DAYTON SUPERIOR. MANUFACTURER'S INSTRUCTIONS. r , co 3. W. R. MEADOWS, INC. Q U 1.4DELIVERY, STORAGE AND HANDLING 1. 031 - STANDARD TEST METHOD FOR METHOD OF MAKING 4. MEADOW BURKE. I AND CURING CONCRETE TEST SPECIMENS IN THE FIELD. 5NOX-CRETE PRODUCTS GROUP. 3.4PLACEMENT OF GROUT > . A. DELIVER REINFORCING TO PROJECT SITE IN BUNDLES 2• C33 - STANDARD SPECIFICATION FOR CONCRETE O Z LL MARKED WITH TAGS INDICATING BAR SIZE, LENGTH, ANDAGGREGATES. B. SUBSTITUTIONS: UNDER PROVISIONS OF DIVISION 01 A. REMOVE LOOSE AND FOREIGN MATTER FROM CONCRETE; LIGHTLY 3 MARK. COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE w J SPECIMENS. 2.2MATERIALS B. JUST PRIOR TO GROUTING, THOROUGHLY WET CONCRETE U B. STORE REINFORCING ABOVE GROUND IN DRY, WELL DRAINED 4. C94 - STANDARD SPECIFICATION FOR READY-MIXED A. PORTLAND CEMENT: ASTM C150, TYPE I OR III, GRAY COLOR. SURFACES; REMOVE EXCESS WATER. AREA; PROTECT FROM CORROSION. CONCRETE. 5. C143 - STANDARD TEST METHOD FOR SLUMP OF PORTLAND , PART 2 PRODUCTS CEMENT CONCRETE. B. AGGREGATES: C. MIX GROUT IN ACCORDANCE WITH MANUFACTURERS z (� W 1. FINE: ASTM C33, CLEAN, INSTRUCTIONS. DO NOT RETEMPER. 6. 0150 - STANDARD SPECIFICATION FOR PORTLAND CEMENT. HARD DURABLE UNCOAT D � O 00 2.1 MATERIALS 7. C171 - STANDARD SPECIFICATION FOR SHEET MATERIALS FOR NATURAL SAND, FREE FROM SILT, LOAM, AND CLA . D. PLACE GROUT CONTINUOUSLY BY MOST PRACTICAL MEANS CURING CONCRETE. 2. COARSE: ASTM C33, CLEAN, HARD, DURABLE, UNCOATED n A. REINFORCING BARS: 8. 0172 - STANDARD TEST METHOD FOR METHOD OF SAMPLING CRUSHED STONE. AVOID ENTRAPPED AIR. DO NOT VIBRATE GROUT. CO 1 . ASTM A615/A615M, DEFORMED BILLET STEEL, GRADE 60. FRESHLY MIXED CONCRETE. C. FIBROUS REINFORCING: ASTM C1116 1116M 100 PER NT VIRGIN 3.5PROTECTION Q 9. C231 - STANDARD TEST METHOD FOR AIR CONTENT OF Q 2. FINISH: PLAIN. FRESHLY MIXED CONCRETE BY THE PRESSURE METHOD. POLYPROPYLENE, OR APPROVED SUBSTITUTE, FREE FR M AIMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM 10. C260 - STANDARD SPECIFICATION FOR AIR-ENTRAINING REPROCESSED OLEFIN MATERIALS AND SPECIFICALLY ' A. PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, U) 0- _jB. WELDED WIRE FABRIC: ADMIXTURES FOR CONCRETE. MANUFACTURED FOR USE AS CONCRETE SECONDARY AND MECHANICAL INJURY. 1 , ASTM A185/A185M. FURNISH IN FLAT SHEETS 11. C309 - STANDARD SPECIFICATION FOR LIQUID REINFORCEMENT. O F- 2. FINISH: PLAIN. MEMBRANE-FORMING COMPOUNDS FOR CURING CONCRETE. 2.3ACCESSORIES B. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT O Q 12. 0330 - STANDARD SPECIFICATION FOR LIGHTWEIGHT RELATIVELY CONSTANT TEMPERATURE FOR PERIOD NECESSARY 2.2 ACCESSORIES AGGREGATES FOR STRUCTURAL CONCRETE. A. WATER: CLEAN AND POTABLE. FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE. 13. C494 - STANDARD SPECIFICATION FOR CHEMICAL ADMIXTURES A. SPACERS, CHAIRS, BOLSTERS, AND BAR SUPPORTS: FOR CONCRETE. C. PROVIDE ARTIFICIAL HEAT TO MAINTAIN TEMPERATURE OF 14. C618 - STANDARD SPECIFICATION FOR FLY ASH AND RAW OR B. ADMIXTURES: 1. SIZED AND SHAPED FOR STRENGTH AND SUPPORT OF CONCRETE ABOVE MINIMUM SPECIFIED TEMPERATURE FOR REINFORCEMENT DURING CONCRETE PLACEMENT. CALCINED NATURAL POZZOLANS FOR USE AS A MINERAL 1. WATER REDUCING OR WATER REDUCING/SET RETARDING: ASTM DURATION OF CURING PERIOD. PROJECT NUMBER: 15111 ADMIXTURE IN PORTLAND CEMENT CONCRETE. C494, TYPE A OR D. 2. GALVANIZED OR PLASTIC COATED STEEL FOR SURFACES 15. 01116 1116M - STANDARD SPECIFICATION FOR 2. AIR ENTRAINING: ASTM C260. DATE ISSUED: FEBRUARYS 2017 EXPOSED TO WEATHER. D. KEEP FORMS SUFFICIENTLY WET TO PREVENT CRACKING OF FIBER-REINFORCED CONCRETE AND SHOTCRETE. CONCRETE OR LOOSENING OF FORM JOINTS. 16. D1752 - STANDARD SPECIFICATION FOR PREFORMED SPONGE C. EXPANSION JOINT FILLER: ASTM D1752, NON ASPHALT C TYPE. REVISIONS: B. TIE WIRE: ANNEALED. RUBBER AND CORK EXPANSION JOINT FILLERS FOR CONCRETE 3.6CURING PAVING AND STRUCTURAL CONSTRUCTION. D. NON SHRINK GROUT: PREMIXED, CONSISTING OF NON- ETALLIC 2.3 FABRICATION AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING A. CURE CONCRETE IN ACCORDANCE WITH ACI 308: 1.3 SUBMITTALS AGENTS; MINIMUM 7,000 PSI COMPRESSIVE STRENGTH AT 28 1. HORIZONTAL SURFACES: A. FABRICATE IN ACCORDANCE WITH ACI 301 AND CRSI DAYS. a, SURFACES TO RECEIVE ADDITIONAL TOPPINGS OR SETTING MANUAL, A. SUBMITTALS FOR REVIEW; BEDS: USE CURING PAPER METHOD. 1. CONCRETE MIX DESIGNS: INCLUDE: E. BONDING AGENT: TWO COMPONENT MODIFIED EPDXY R SIN. b. OTHER SURFACES: USE EITHER CURING PAPER OR CURING B. BEND BARS COLD; DO NOT HEAT OR BEND BY MAKESHIFT a. PROPORTIONS OF CEMENT, FINE AND COARSE AGGREGATES, COMPOUND METHOD. METHODS. DISCARD DAMAGED BARS. [FIBROUS REINFORCING,] AND WATER. F. CURING COMPOUND: ASTM 0309, [SOLVENT] [WATER] BASED 2. VERTICAL SURFACES: USE EITHER WET CURING OR CURING b. COMBINED AGGREGATE GRADATION. TYPE. COMPOUND METHOD. SHEET TITLE C. WELDING: AWS D1.4/D1.4M. c. AGGREGATE SPECIFIC GRAVITIES AND GRADATIONS. d. WATER/CEMENT RATIO, DESIGN STRENGTH, SLUMP, AND AIR G. CURING PAPER: ASTM 0171, WATERPROOF PAPER OR B. CURING COMPOUND METHOD: CONTENT. POLYETHYLENE FILM. 1. SPRAY COMPOUND ON SURFACES IN TWO COATS, APPLYING D. FABRICATION TOLERANCES: e. TYPE OF CEMENT AND AGGREGATES. SECOND AT RIGHT ANGLE TO FIRST, AT MINIMUM RATE 1. SHEARED LENGTH: PLUS OR MINUS 1 INCH. f. AIR DRY DENSITY AND SPLIT CYLINDER RATIO FOR 2.4MIXES RECOMMENDED BY MANUFACTURER. SPECIFICATIONS 2. BENDS IN STIRRUPS AND TIES: PLUS OR MINUS 1/ INCH LIGHTWEIGHT CONCRETE. 2. RESTRICT TRAFFIC ON SURFACES DURING CURING. f�' Pio/v) " SPECIFICATIONS 3. ALL OTHER BENDS: PLUS OR MINUS 1 INCH, A. PROPORTIONS: IN ACCORDANCE WITH ACI 301. °���N5 • T/'��'`'�•, g. TYPE AND PROPORTION OF ADMIXTURES. J ;•\GENS•.. -, h. SPECIAL REQUIREMENTS FOR PUMPING. C. WET CURING METHOD: SPRAY WATER OVER SURFACES AND � PART 3 EXECUTION i. RANGE OF AMBIENT TEMPERATURE AND HUMIDITY FOR B. DESIGN CONCRETE TO YIELD CHARACTERISTICS INDICATED ON MAINTAIN WET FOR 7 DAYS. = 53311 WHICH DESIGN IS VALID. DRAWINGS. ^* * Luis AP ngo PE 3.1 PREPARATION j. SPECIAL CHARACTERISTICS OF MIX REQUIRING PRECAUTIONS C. AIR ENTRAINED CONCRETE: PROVIDE A3.7CLEANING IR ENTRAINING ADMIXTURE ATE OFA` '207 IN MIXING, PLACING, OR FINISHING TECHNIQUES TO ACHIEVE �� A. BEFORE PLACING IN WORK, THOROUGHLY CLEAN TO PRODUCE 4 TO 6 PERCENT AIR BY VOLUME OFC CONCRETE. p. ' ,,.� FINISHED PRODUCT. A. REMOVE EFFLORESCENCE, STAINS, OIL, GREASE, AND FOREIGN ge"�; ORip ••'MATERIALS FROM EXPOSED SURFACES. • .� .• •'�*'6- 53311 SHEET NUM13ER REINFORCING OF LOOSE RUST, MILL SCALE, DIRT, OIL, AND 1. ADD FIBROUS REINFORCING TO CONCRETE AT TIME �Na�,E�,,���`°� D. FIBROUS REINFORCED CONCRETE: OTHER MATERIALS THAT COULD REDUCE BONDING. CONCRETE IS BATCHED TO PROVIDE 1.5 POUNDS OF REINFOR ING PER B. INSPECT REINFORCING LEFT PROTRUDING FOR FUTURE CUBIC YARD OF CONCRETE. Lou P o n t i g o a n d BONDING OR FOLLOWING DELAY IN WORK, AND CLEAN IF 2. ENSURE COMPLETE DISTRIBUTION. SOm3 NECESSARY. Associates, Inc. E. USE ACCELERATING ADMIXTURE IN COLD WEATHER ONLY WHEN STRUCTURAL ENGINE E R S APPROVED BY ARCHITECT. USE OF ADMIXTURES WILL NOT REDUCE COLD WEATHER PLACEMENT REQUIREMENTS. 420 Osceola Avenue ° '; Jacksonville Beach, FL 32250 FL: CA # 8344 SC: CA# 3579 PEMIT SET .7 w., www.lp-a.coin i II SECTION 042200 - CONCRETE UNIT MASONRY SPECIFICATIONS PART 1 - GENERAL 1.7 DELIVERY, STORAGE, AND HANDLING C. FIRE-RESISTANCE RATINGS: COMPLY WITH REQUIREMENTS FOR FIRE-RESISTANCE-RATED ASSEMBLY DESIGNS INDICATED BY 2.8 TIES AND ANCHORS A. STORE MASONRY UNITS ON ELEVATED PLATFORMS IN A DRY ARCHITECT. PART 3 - EXECUTION 1.1 RELATED DOCUMENTS LOCATION. IF UNITS ARE NOT STORED IN AN ENCLOSED LOCATION A. GENERAL: TIES AND ANCHORS SHALL EXTEND AT LEAST 1-1/2 COVER TOPS AND SIDES OF STACKS WITH WATERPROOF SHEETING, 1• WHERE FIRE-RESISTANCE-RATED CONSTRUCTION IS INCHES INTO MASONRY BUT WITH AT LEAST A 5/8-INCH COVER ON 3.1 EXAMINATION A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, SECURELY TIED. IF UNITS BECOME WET, DO NOT INSTALL UNTIL THEY INDICATED, UNITS SHALL BE LISTED AND LABELEiD BY A OUTSIDE FACE. INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND QUALIFIED TESTING AGENCY ACCEPTABLE TO AUTHORITIES A. EXAMINE CONDITIONS, WITH INSTALLER PRESS ARE DRY. SPECIFIED IN THIS COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TC B. MATERIALS: PROVIDE TIES AND ANCHORS DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. HAVING JURISDICTION. B. STORE CEMENTITIOUS MATERIALS ON ELEVATED PLATFORMS, ARTICLE THAT ARE MADE FROM MATERIALS THAT COMPLY WITH THE AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE 1.2 SUMMARY UNDER COVER, AND IN A DRY LOCATION. DO NOT USE CEMENTITIOUS 2.4 CONCRETE MASONRY UNITS FOLLOWING UNLESS OTHERWISE INDICATED: FOR THE RECORD, PREPARE WRITTEN REPORT' A. SECTION INCLUDES: MATERIALS THAT HAVE BECOME DAMP. 1, BY INSTALLER, LISTING CONDITIONS DETR A. SHAPES: PROVIDE SHAPES INDICATED AND AS FOLLOWS, WITH 1• MILL-GALVANIZED, CARBON-STEEL WIRE: IME C. STORE AGGREGATES WHERE GRADING AND OTHER REQUIRED EXPOSED SURFACES MATCHING EXPOSED FACES OF ADJACENT UNITS ASTM A 82/A 82M, WITH ASTM A 641/A 641M, CLASS 1 PERFORMANCE OF THE WORK. 1. CONCRETE MASONRY UNITS. CHARACTERISTICS CAN BE MAINTAINED AND CONTAMINATION UNLESS OTHERWISE INDICATED. COATING. 2. VERIFY THAT FOUNDATIONS ARE WITHIN TC AVOIDED. SPECIFIED. 2. MORTAR AND GROUT. 1. PROVIDE SPECIAL SHAPES FOR LINTELS, CORNERS, JAMBS, 2. HOT-DIP GALVANIZED, CARBON-STEEL WIRE: D. DELIVER PREBLENDED, DRY MORTAR MIX IN SASHES, MOVEMENT JOINTS, HEADERS, BONDING, AND OTHER ASTM A 82/A 82M, WITH ASTM A 153/A 153M, CLASS B-2 3. VERIFY THAT REINFORCING DOWELS ARE PROPER 3. STEEL REINFORCING BARS. MOISTURE-RESISTANT CONTAINERS. STORE PREBLENDED, DRY COATING. LY MORTAR MIX IN DELIVERY CONTAINERS ON ELEVATED PLATFORMS IN SPECIAL CONDITIONS. 4. VERIFY THAT SUBSTRATES ARE FREE OF SUBSTAN 4. MASONRY-JOINT REINFORCEMENT. A DRY LOCATION OR IN COVERED WEATHERPROOF DISPENSING SILOS. 2. PROVIDE SQUARE-EDGED UNITS FOR OUTSIDE CORNERS 3. GALVANIZED-STEEL SHEET: ASTM A 653/A 65 WOULD IMPAIR UNLESS OTHERWISE INDICATED. � COMMERCIAL STEEL, G60 ZINC COATING. / 3M, MORTAR BOND. 5. EMBEDDED FLASHING. E. STORE MASONRY ACCESSORIES, INCLUDING METAL ITEMS, TO B. BEFORE INSTALLATION, EXAMINE ROUGH-IN AND 6. MISCELLANEOUS MASONRY ACCESSORIES. PREVENT CORROSION AND ACCUMULATION OF DIRT AND OIL. B. CMOS: ASTM C 90. 4. STEEL SHEET, GALVANIZED AFTER FABRICATION: CONSTRUCTION FOR PIPING SYSTEMS TO VERIFY ACTUAL I. 1. UNIT COMPASTM A 1008/A 1008M, COMMERCIAL STEEL, WITH OF PIPING. 7. COMPRESSIVE STRENGTH: PROVIDE UNITS WITH MINIMUM MASONRY-CELL FILL. 1.8 FIELD CONDITIONS ASTM A 153/A 153M, CLASS B COATING. B. RELATED REQUIREMENTS: AVERAGE NET-AREA COMPRESSIVE STRENGTH OF 2150 PSI. C. PROCEED WITH INSTALLATION ONLY AFTER UNSATI A. PROTECTION OF MASONRY: DURING CONSTRUCTION, COVER 2. DENSITY CLASSIFICATION: NORMAL5. STAINLESS-STEEL SHEET: ASTM A 24 CONDITIONS HAVE BEEN CORRECTED. 1. SECTION 033000 "CAST-IN-PLACE CONCRETE" FOR TOPS OF WALLS, PROJECTIONS, AND SILLS WITH WATERPROOF WEIGHT. ASTM A 666. 0/A 240M OR DOVETAIL SLOTS FOR MASONRY ANCHORS. SHEETING AT END OF EACH DAY'S WORK. COVER PARTIALLY 3. SIZE (WIDTH): MANUFACTURED TO DIMENSIONS 3/8 INCH 3,2 INSTALLATION, GENERAL COMPLETED MASONRY WHEN CONSTRUCTION IS NOT IN PROGRESS. LESS-THAN-NOMINAL DIMENSIONS. 6. STEEL PLATES, SHAPES, AND BARS: ASTM A 36/A 36M. 2. SECTION 05120Q "STRUCTURAL STEEL FRAMING" FOR A. BUILD CHASES AND RECESSES TO ACCOMMODA- INSTALLING ANCHOR SECTIONS OF ADJUSTABLE MASONRY 1• EXTEND COVER A MINIMUM OF 24 INCHES DOWN BOTH SIDES 4. EXPOSED FACES: PROVIDE COLOR AND TEXTUREATCHING 2.9 MISCELLANEOUS MASONRY ACCESSORIES SPECIFIED IN THIS AND OTHER SECTIONS. ANCHORS FOR CONNECTING TO STRUCTURAL STEEL FRAME. OF WALLS, AND HOLD COVER SECURELY IN PLACE. THE RANGE REPRESENTED BY ARCHITECT'S SAMPLE B. LEAVE 0 FOR A. COMPRESSIBLE FILLER: PREMOLDED FILLER STRIPS COMPLYING P R EQUIPMENT TO BE INSTALLEC B. DO NOT APPLY UNIFORM FLOOR OR ROOF LOADS FOR AT 5. FACES TO RECEIVE PLASTER: WHERE UNITS ARE INOPENINGS INDICATED WITH ASTM D 1056, GRADE 2A1; COMPRESSIBLE UP TO 35 PERCENT; COMPLETING MASONRY. AFTER INSTALLING EQUIPMENT, i 1.3 DEFINITIONS LEAST 12 HOURS AND CONCENTRATED LOADS FOR AT LEAST THREE TO RECEIVE A DIRECT APPLICATION OF PLASTER, I PROVIDE OF WIDTH AND THICKNESS INDICATED; FORMULATED FROM NEOPRENE. MASONRY TO MATCH CONSTRUCTION IMMEDIATELY ADJA DAYS AFTER BUILDING MASONRY WALLS OR COLUMNS. TEXTURED-FACE UNITS MADE WITH GAPLGRADED OPENING. A. CMU(S): CONCRETE MASONRY UNIT(S). AGGREGATES. B. PREFORMED CONTROL-JOINT GASKETS: MADE FROM C. STAIN PREVENTION: PREVENT GROUT, MORTAR, AND SOIL FROM STYRENE-BUTADIENE-RUBBER COMPOUND, COMPLYING WITH C. USE FULL-SIZE UNITS WITHOUT CUTTING IF POS' B. REINFORCED MASONRY: MASONRY CONTAINING REINFORCING STAINING THE FACE OF MASONRY TO BE LEFT EXPOSED OR PAINTED. CUTTING IS REQUIRED TO PROVIDE A CONTINUOUS STEEL IN GROUTED CELLS. 2.5 CONCRETE AND MASONRY LINTELS ASTM D 2000, DESIGNATION M2AA-805 AND DESIGNED TO FIT UOUS PATTER IMMEDIATELY REMOVE GROUT, MORTAR, AND SOIL THAT COME IN FIT ADJOINING CONSTRUCTION STANDARD SASH BLOCK AND TO MAINTAIN LATERAL STABILITY IN , CUT UNITS CONTACT WITH SUCH MASONRY. WITH MOTOI A. GENERAL: PROVIDE ONE OF THE FOLLOWING: I MASONRY WALL; SIZE AND CONFIGURATION AS INDICATED. SAWS; PROVIDE CLEAN, SHARP, UNCHIPPED EDGES. ALLOW 1.4 ACTION SUBMITTALS DRY BEFORE LAYING UNLESS WETTING OF UNITS IS � 1. PROTECT BASE OF WALLS FROM RAIN-SPLASHED MUD AND B. CONCRETE LINTELS: ASTM C 1623, MATCHING CMOS I COLOR, C BOND-BREAKER STRIPS: ASPHALT-SATURATED FELT INSTALL CUT UNITS WITH CUT SURFACES AND, WHERE I A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT. FROM MORTAR SPLATTER BY SPREADING COVERINGS ON TEXTURE, AND DENSITY CLASSIFICATION; AND WITH REINFORCING COMPLYING WITH ASTM D 226/D 226M, TYPE I N CUT EDGES CONCEALED. GROUND AND OVER WALL SURFACE. BARS INDICATED. ( 0. 15 ASPHALT B. SHOP DRAWINGS: FOR THE FOLLOWING: � FELT). 2. PROTECT SILLS, LEDGES, AND PROJECTIONS FROM MORTAR C. CONCRETE LINTELS: PRECAST OR FORMED-I -PLACE 3.3 TOLERANCES 1. MASONRY UNITS: SHOW SIZES, PROFILES, COURSING, AND DROPPINGS. LOCATIONS OF SPECIAL SHAPES. CONCRETE LINTELSCOMPLYING WITH REQUIREMENTS IN 2.10 MORTAR AND GROUT MIXES A. DIMENSIONS AND LOCATIONS OF ELEMENTS: 3. PROTECT SURFACES OF WINDOW AND DOOR FRAMES, AS SECTION 033000 "CAST-IN-PLACE CONCRETE," AN WITH A. GENERAL: DO NOT USE ADMIXTURES, INCLUDING PIGMENTS, 2. REINFORCING STEEL: DETAIL BENDING, LAP LENGTHS, AND WELL AS SIMILAR PRODUCTS WITH PAINTED AND INTEGRAL REINFORCING BARS INDICATED. I 1. FOR DIMENSIONS IN CROSS SECTION OR ELEVATION, PLACEMENT OF UNIT MASONRY REINFORCING BARS. COMPLY - AIR-ENTRAINING AGENTS, ACCELERATORS, RETARDERS, VARY BY MORE THAN PLUS 1/2 INCH OR MINUS 1 WITH ACI 315. FINISHES, FROM MORTAR DROPPINGS. WATER-REPELLENT AGENTS, ANTIFREEZE COMPOUNDS, OR OTHER / D. MASONRY LINTELS: PREFABRICATED OR BUILT-I�l PLACE 4. TURN SCAFFOLD BOARDS NEAR THE WALL ON EDGE AT THE MASONRY LINTELS MADE FROM BOND BEAM CMUS MATCHING ADMIXTURES UNLESS OTHERWISE INDICATED. 2. FOR LOCATION OF ELEMENTS IN PLAN, DO .NOT VA 3. FABRICATED FLASHING: DETAIL CORNER UNITS, END-DAM END OF EACH DAY TO PREVENT RAIN FROM SPLASHING ADJACENT CMUS IN COLOR, TEXTURE, AND DENSITY CLASSIFICATION, I. DO NOT USE CALCIUM CHLORIDE THAT INDICATED BY MORE THAN PLUS 0 UNITS, AND OTHER SPECIAL APPLICATIONS. E IN MORTAR OR GROUT. R MINUS 1/ MORTAR AND DIRT ONTO COMPLETED MASONRY. WITH REINFORCING BARS PLACED AS INDICATED AND FILLED WITH COARSE GROUT. CURE PRECAST LINTELS BEFORE HANDL�NG AND 2• USE PORTLAND CEMENT-LIME MORTAR UNLESS OTHERWISE 3 FOR LOCATION OF ELEMENTS IN ELEVATION, DO N( 1.5 INFORMATIONAL SUBMITTALS D. COLD-WEATHER REQUIREMENTS: DO NOT USE FROZEN INSTALLING. TEMPORARILY SUPPORT BUILT-IN-PLACE LINTS S UNTIL INDICATED. FROM THAT INDICATED BY MORE THAN PLUS OR MI MATERIALS OR MATERIALS MIXED OR COATED WITH ICE OR FROST. CURED. � - INCH IN A STORY HEIGHT OR 1/2 INCH TOTAL. A. QUALIFICATION DATA: FOR TESTING AGENCY. DO NOT BUILD ON FROZEN SUBSTRATES. REMOVE AND REPLACE 3. FOR EXTERIOR MASONRY, USE PORTLAND CEMENT LIME UNIT MASONRY DAMAGED BY FROST OR BY FREEZING CONDITIONS. MORTAR. B. LINES AND LEVELS: FOLLOWING: B. MATERIAL CERTIFICATES: FOR EACH TYPE AND SIZE OF THE COMPLY WITH COLD-WEATHER CONSTRUCTION REQUIREMENTS 2.6 MORTAR AND GROUT MATERIALS CONTAINED IN TMS 602/ACI 530.1/ASCE 6. A. PORTLAND CEMENT: ASTM C 150 C 15 4. FOR REINFORCED MASONRY, USE PORTLAND CEMENT-LIME 1. FOR BED JOINTS AND TOP SURFACES OF BEARING 1. MASONRY UNITS. EXCEPT TYPE IIB MAY BE USED FOR COLD-WEATHER TCONSI�RUCTION OR11, MORTAR. DO NOT VARY FROM LEVEL BY MORE THAN 1/4 INC 1. COLD-WEATHER CLEANING: USE LIQUID CLEANING METHODS PROVIDE NATURAL COLOR OR WHITE CEMENT AS REQUIRED TO 5. ADD COLD-WEATHER ADMIXTURE (IF USED AT SAME RATE FEET OR 1/2-INCH MAXIMUM. a. INCLUDE DATA ON MATERIAL PROPERTIES. ONLY WHEN AIR TEMPERATURE IS 40 DEG F AND HIGHER PRODUCE MORTAR COLOR INDICATED. FOR ALL MORTAR THAT WILL BE EXPOSED TO VIEW 2. FOR CONSPICUOUS HORIZON AND WILL REMAIN SO UNTIL MASONRY HAS DRIED, BUT NOT HORIZONTAL LINES; SUCH AS b, FOR MASONRY UNITS USED IN STRUCTURAL MASONRY, LESS THAN SEVEN DAYS AFTER COMPLETING CLEANING. 1. ALKALI CONTENT SHALL NOT BE MORE THAN 0.1 PERCENT REGARDLESS OF WEATHER CONDITIONS, TO ENSURE THAT SILLS, PARAPETS, AND REVEALS, DQ NOT VARY FRO INCLUDE DATA AND CALCULATIONS ESTABLISHING RIS CONSISTENT. BY MORE THAN 1/8 INCH IN 10 FEET, 1/4 INCI- AVERAGE NET-AREA COMPRESSIVE STRENGTH OF UNITS. E. HOT-WEATHER REQUIREMENTS: COMPLY WITH HOT-WEATHER WHEN TESTED ACCORDING TO ASTM C 114. NISH DRY MORTAR FEET, OR 1/2-INCH MAXIMUM. CONSTRUCTION REQUIREMENTS CONTAINED IN B. HYDRATED LIME: ASTM C 207, TYPE S. N INGREDIENTS PREBLENDED, OF A PREBLENDED D M X.RMEASURE QUANTITIES 3. FOR VERTICAL 2. INTEGRAL WATER REPELLANT USED IN CMUS. TMS 602/ACI 530.1/ASCE 6. LINES AND SURFACES DO NOT VAIN C. PORTLAND CEMENT-LIME MIX: PACKAGED BLEND OF PORTLAND BY WEIGHT TO ENSURE ACCURATE PROPORTIONS, AND THOROUGHLY PLUMB BY MORE THAN 1/4 INCH IN 10 FEET `, 3/8 3. MANUCEMEFACTURER, MATERIALS. INCLUDE NAME OF CEMENT AND HYDRATED LIME CONTAINING NO OTHER INGREDIENTS. BLEND INGREDIENTS BEFORE DELIVERING TO PROJECT SITE. MANUFACTURER, BRAND NAME, AND TYPE. PART 2 - PRODUCTS I 20 FEET, OR 1/2-INCH MAXIMUM. M D. MASONRY CEMENT: ASTM C 91/C 91 . C. MORTAR FOR UNIT MASONRY: COMPLY WITH ASTM C 270, 4. FOR CONSPICUOUS VERTICAL LINES, SUCH AS E) 4. MORTAR ADMIXTURES. PROPORTION SPECIFICATION. PROVIDE THE FOLLOWING TYPES OF CO 2.1 MANUFACTURERS MORTAR FOR APPLICATIONS STATED UNLESS ANOTHER TYPE IS CORNERS, DOOR JAMBS, REVEALS, AND EXPANSK 5. PREBLENDED, DRY MORTAR MIXES. INCLUDE DESCRIPTION OF E. MORTAR CEMENT: ASTM C 1329/C 1329M. CONTROL JOINTS, DO NOT VARY FROM PLUMB B' TYPE AND PROPORTIONS OF INGREDIENTS. A. SOURCE LIMITATIONS FOR MASONRY UNITS: OBTAIN EXPOSED INDICATED OR NEEDED TO PROVIDE REQUIRED COMPRESSIVE MASONRY UNITS OF A UNIFORM TEXTURE AND COLOR, OR A F. AGGREGATE FOR MORTAR: ASTM C 144. STRENGTH OF MASONRY. THAN 1/8 INCH IN 10 FEET, 1/4 INCH IN 20 FE 6. GROUT MIXES. INCLUDE DESCRIPTION OF TYPE AND UNIFORM BLEND WITHIN THE RANGES ACCEPTED FOR THESE 1. FOR MORTAR THAT IS EXPOSED TO VIEW, USE ! WASHED 1/2-INCH MAXIMUM. PROPORTIONS OF INGREDIENTS. CHARACTERISTICS, FROM SINGLE SOURCE FROM SINGLE AGGREGATE CONSISTING OF NATURAL SAND OR CRUSHED 1 USE MASONRY BELOW GRADE OR IN CONTACT WITH EARTH, 5. FOR LINES AND SURFACES, DO NOT VARY FROM S' MANUFACTURER FOR EACH PRODUCT REQUIRED. STONE. BY MORE THAN 1/4 INCH IN 10 FEET, 3/8 INCH 7. REINFORCING BARS. 8. JOINT REINFORCEMENT. USE TYPE N. B. SOURCE LIMITATIONS FOR MORTAR MATERIALS: OBTAIN MORTAR G. AGGREGATE FOR GROUT: ASTM C 404. 2. FOR REINFORCED MASONRY, FEET, OR 1/2-INCH MAXIMUM. INGREDIENTS OF A UNIFORM QUALITY, INCLUDING COLOR FOR 3. FOR EXTERIOR ABOVE-GRADE, LOAD-BEARING AND 6. FOR VERTICAL ALIGNMENT OF EXPOSED HEAD JOIN 01- 9. ANCHORS, TIES, AND METAL ACCESSORIES. EXPOSED MASONRY, FROM SINGLE MANUFACTURER FOR EACH H. COLD-WEATHER ADMIXTURE: NONCHLORIDE, NONC RROSIVE, NONLOAD-BEARING WALLS AND PARAPET WALLS; FOR NOT VARY FROM PLUMB BY MORE THAN 1 CEMENTITIOUS COMPONENT AND FROM SINGLE SOURCE OR PRODUCER ACCELERATING ADMIXTURE COMPLYING WITH ASTM C 494%C 494M, INTERIOR LOAD-BEARING WALLS; FOR INTERIOR /4 INCE C. MIX DESIGNS: FOR EACH TYPE OF MORTAR AND GROUT. FOR EACH AGGREGATE. TYPE C, AND RECOMMENDED BY MANUFACTURER FOR USE IN NONLOAD-BEARING PARTITIONS; AND FOR OTHER FEET OR 1/2-INCH MAXIMUM. INCLUDE DESCRIPTION OF TYPE AND PROPORTIONS OF INGREDIENTS. MASONRY MORTAR OF COMPOSITION INDICATED. APPLICATIONS WHERE ANOTHER TYPE IS NOT I 7. FOR F INDICATED, ACES OF ADJACENT EXPOSED MASONRY UNI 1 WATER-REPELLENT ADMIXTURE: LIQUID WATER- 1. INCLUDE TEST REPORTS FOR MORTAR MIXES REQUIRED TO 2.2 PERFORMANCE REQUIREMENTS USE TYPE N. NOT VARY FROM FLUSH ALIGNMENT BY MORE THA COMPLY WITH PROPERTY SPECIFICATION. TEST ACCORDING A. PROVIDE STRUCTURAL UNIT MASONRY THAT DEVELOPS R�+PELLENT MORTAR ADMIXTURE INTENDED FOR USE WITH CMUS COiNTAINING 4. FOR INTERIOR NONLOAD-BEARING PARTITIONS, TYPE 0 MAY INCH. TO ASTM C 109/C 109M FOR COMPRESSIVE STRENGTH, INDICATED NET-AREA COMPRESSIVE STRENGTHS AT 28 DAYS. INTEGRAL WATER REPELLENT FROM SAME MANUFACTURER. I BE USED INSTEAD OF TYPE N. ASTM C 1506 FOR .WATER RETENTION, AND C. JOINTS:POTAB WATER: LE. D. GROUT FOR UNIT ASTM C 91/C 91M FOR AIR CONTENT. 1. DETERMINE NET-AREA COMPRESSIVE STRENGTH OF J. MASONRY: COMPLY WITH ASTM C 476. 1. FOR BED JOINTS, DO NOT VARY FROM THICKNESS IN[ MASONRY FROM AVERAGE NET-AREA COMPRESSIVE I 1. USE GROUT OF TYPE INDICATED OR, IF NOT OTHERWISE BY MORE THAN PLUS OR MINUS 1/8 INCH, WITH A M 2. INCLUDE TEST REPORTS, ACCORDING TO ASTM C 1019, FOR STRENGTHS OF MASONRY UNITS AND MORTAR TYPES 2.7 REINFORCEMENT � THICKNESS LIMIT GROUT MIXES REQUIRED TO COMPLY WITH COMPRESSIVE I INDICATED, OF TYPE (FINE OR COARSE) THAT WILL COMPLY ED TO 1/2 INCH . STRENGTH REQUIREMENT. (UNIT-STRENGTH METHOD) ACCORDING TO A. UNCOATED STEEL REINFORCING BARS: ASTM A 615/A 615M OR WITH TMS 602/ACI 530.1/ASCE 6 FOR DIMENSIONS OF 2. FOR TMS 602/ACI 530.1/ASCE 6. EXPOSED BED JOINTS, DO NOT VARY FROM BED D. STATEMENT OF COMPRESSIVE STRENGTH OF MASONRY: FOR 2. DETERMINE NET-AREA COMPRESSIVE STRENGTH OF ASTM A 996/A 996M, GRADE 60. GROUT SPACES AND POUR HEIGHT. THICKNESS OF ADJACENT COURSES BY MORE THA EACH COMBINATION OF MASONRY UNIT TYPE AND MORTAR TYPE B. REINFORCING BAR POSITIONERS: WIRE UNITS DESIGNE TO FIT 2. PROPORTION GROUT IN ACCORDANCE WITH ASTM C 476, INCH. PROVIDE STATEMENT OF AVERAGE NET-AREA COMPRESSIVE MASONRY BY TESTING MASONRY PRISMS ACCORDING TO PARAGRAPH 4.2.2 FOR SPECIFIED 28- ASTM C 1314. INTO MORTAR BED JOINTS SPANNING MASONRY UNIT CELLS AND TO DAY COMPRESSIVE 3. FOR HEAD AND COLLAR JOINTS, DO NOT VARY STRENGTH OF MASONRY UNITS, MORTAR TYPE, AND RESULTING HOLD REINFORCING BARS IN CENTER OF CELLS. UNITS ARE FORMED STRENGTH INDICATED, BUT NOT LESS THAN 2000 PSI. THICKNESS INDICATED BY M NET-AREA COMPRESSIVE STRENGTH OF MASONRY DETERMINED FROM 0.148-INCH STEEL WIRE, HOT-DIP GALVANIZED AFTER 3. PROVIDE GROUT WITH A SLUMP OF ORE THAN PLUS 3/8 IN ACCORDING TO TMS 602/ACI 530.1/ASCE 6. 2.3 UNIT MASONRY, GENERAL FABRICATION. PROVIDE UNITS DESIGNED FOR NUMBER F BARS 8 TO 11 INCHES AS MINUS 1/4 INCH. A. MASONRY STANDARD: COMPLY WITH INDICATED. MEASURED ACCORDING TO ASTM C 143/C 143M. 4. FOR EXPOSED HEAD JOINTS, DO NOT VARY FROM THTC E. COLD-WEATHER AND HOT-WEATHER PROCEDURES: DETAILED 1/ASCE 6 EXCEPT TMS 602/ACI 530. EPT AS MODIFIED BY REQUIREMENTS C. MASONRY-JOINT INDICATED B DESCRIPTION OF METHODS, MATERIALS, AND EQUIPMENT TO BE USED OINT REINFORCEMENT, GENERAL: LADD R TYPE Y MORE THAN PLUS OR MINUS 1/8 INCH TO COMPLY WITH REQUIREMENTS. IN THE CONTRACT DOCUMENTS: COMPLYING WITH ASTM A 951/A 951M. 1.6 QUALITY ASSURANCE B. DEFECTIVE UNITS: REFERENCED MASONRY UNIT STANDARDS 1. INTERIOR WALLS: HOT-DIP GALVANIZED CARBON ST EL. (SECTION CONTINUED ON S.OS) MAY ALLOW A CERTAIN PERCENTAGE OF UNITS TO CONTAIN CHIPS, , ORA. TESTING AGENCY QUALIFICATIONS: QUALIFIED ACCORDING TO USECKSUNITS WHEREESUCHFECTS DEFECTS AREI NG EXPOSEDSIN THE COMPLETED STATED. DO NOT2 EXTERIOR WALLS: HOT-DIP GALVANIZED CARBON ST EL. ASTM C 1093 FOR TESTING INDICATED. WORK. 3. WIRE SIZE FOR SIDE RODS: 0.187-INCH DIAMETER. 1. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, APPROVED 4. WIRE SIZE FOR CROSS RODS: 0.187-INCH DIAMETER MOCKUPS MAY BECOME PART OF THE COMPLETED WORK IF UNDISTURBED AT TIME OF SUBSTANTIAL COMPLETION, 5. SPACING OF CROSS RODS: NOT MORE THAN 16 INCMES O.C. Luis H Pontigo PE 6. PROVIDE IN LENGTHS OF NOT LESS THAN 10 FEET I FEB ® 5 2017 `!!\i!\!\I\{I III IIil11//l//ffff"/ff 110 p-LPPQ Lou Pon 0 3311 A s s o c i a .k �c {` = S T R LI C gArt • EOF �` E N G I I +� 420 Osce� 's1 • C0 R`QPM. O ,,.' Jacksonville B `,` �: Ph. 904 FL: CA# 8344 WWW ii i I SECTION CONTINUED FROM S.04) SPECIFICATIONS! SECTION 042200 - CONCRETE UNIT MASONRY (CONTINUED ) B. INTERRUPT JOINT REINFORCEMENT AT CONTROL AND EXPANSION E. I 3.4 LAYING MASONRY WALLS JOINTS UNLESS OTHERWISE INDICATED. CONCRETE MASONRY UNIT TEST: FOR EACH TYPE OF UNIT SECTION 0 PROVIDED, ACCORDING TO ASTM C 140 FOR COMPRESSIVE A. LAY OUT WALLS IN ADVANCE FOR ACCURATE SPACING OF C. PROVIDE CONTINUITY AT WALL INTERSECTIONS BY USING STRENGTH. PART 1 GE SURFACE BOND PATTERNS WITH UNIFORM JOINT THICKNESSES AND PREFABRICATED T-SHAPED UNITS, FOR ACCURATE LOCATION OF OPENINGS, MOVEMENT-TYPE JOINTS, D. PROVIDE CONTINUITY AT CORNERS BY USING PREFABRICATED F. MORTAR AGGREGATE RATIO TEST (PROPORTION SPECT KATION): 1.1 SUMMAR RETURNS, AND OFFSETS. AVOID USING LESS-THAN-HALF-SIZE L-SHAPED UNITS. FOR EACH MIX PROVIDED, ACCORDING TO ASTM C 780. UNITS, PARTICULARLY AT CORNERS, JAMBS, AND, WHERE POSSIBLE, G. MORTAR TEST (PROPERTY SPECIFICATION): FOR E CH MIX A. SECTf AT OTHER LOCATIONS. E. CUT AND BEND REINFORCING UNITS AS DIRECTED By PROVIDED, ACCORDING TO ASTM C 780. TEST MORTAR FOR MORTAR 1. ST B. BOND PATTERN FOR EXPOSED MASONRY: UNLESS OTHERWISE COLUMN FIREPROOFING, PIPE ENCLOSUORES,RSANDE OTHER R OFFSETS, AIR CONTENT AND COMPRESSIVE STRENGTH. INDICATED, LAY EXPOSED MASONRY IN RUNNING BOND; DO NOT USE CONDITIONS. 2. GR ECTAL H. GROUT TEST (COMPRESSIVE STRENGTH): FOR EACH UNITS WITH LESS-THAN-NOMINAL 4-INCH HORIZONTAL FACE ) CH MIX 1.2REFEREN DIMENSIONS AT CORNERS OR JAMBS. PROVIDED, ACCORDING TO ASTM C 1019. C. LAY CONCEALED MASONRY WITH ALL UNITS IN A WYTHE IN 3.7 ANCHORING MASONRY TO STRUCTURAL STEEL AND CONCRETE 1. PRISM TEST: FOR EACH TYPE OF CONSTRUCTION �ROVIDED, A. AMERI RUNNING BOND OR BONDED BY LAPPING NOT LESS THAN 2 INCHES. A. ANCHOR MASONRY TO STRUCTURAL STEEL AND CONCRETE, ACCORDING TO ASTM C 1314 AT 7 DAYS AND AT 28 DAYS. SPECII BOND AND INTERLOCK EACH COURSE OF EACH WYTHE AT CORNERS. WHERE MASONRY ABUTS OR FACES STRUCTURAL STEEL OR DO NOT USE UNITS WITH LESS-THAN-NOMINAL 4-INCH HORIZONTAL CONCRETE, TO COMPLY WITH THE FOLLOWING: 3.12 PARGING FACE DIMENSIONS AT CORNERS OR JAMBS. B. AMERI1. PROVIDE AN OPEN SPACE NOT LESS THAN 1 2 INCH W A. PARGE EXTERIOR FACES OF BELOW-GRADE MASO STRUC D. STOPPING AND RESUMING WORK: STOP WORK BY STEPPING / IDE NRH' WALLS, BETWEEN MASONRY AND STRUCTURAL STEEL OR CONCRETE WHERE INDICATED, IN TWO UNIFORM COATS TO A TOTAL THICKNESS AND BACK UNITS IN EACH COURSE FROM THOSE IN COURSE BELOW; DO UNLESS OTHERWISE INDICATED. KEEP OPEN SPACE FREE OF SC 3/4 INCH. DAMPEN WALL BEFORE APPLYING FIRST C AT, AND C. ASTM NOT TOOTH. WHEN RESUMING WORK, CLEAN MASONRY SURFACES MORTAR AND OTHER RIGID MATERIALS. SCARIFY FIRST COAT TO ENSURE FULL BOND TO SUBSEQUE T COAT. 1. A3E THAT ARE TO RECEIVE MORTAR, REMOVE LOOSE MASONRY UNITS STF AND MORTAR, AND WET BRICK IF REQUIRED BEFORE LAYING FRESH 2• ANCHOR MASONRY WITH ANCHORS EMBEDDED IN MASONRY B. USE A STEEL-TROWEL FINISH TO PRODUCE A SMOOTH, FLAT, MASONRY. JOINTS AND ATTACHED TO STRUCTURE. DENSE SURFACE WITH A MAXIMUM SURFACE VARIATION OF /8 INCH 2 A5: PER FOOT. FORM A WASH AT TOP OF PARGING AND A OVE AT BLA E. BUILT-IN WORK: AS CONSTRUCTION PROGRESSES, BUILD IN 3• SPACE ANCHORS AS INDICATED, BUT NOT MORE THAN 24 BOTTOM. SEA ITEMS SPECIFIED IN THIS AND OTHER SECTIONS. FILL IN SOLIDLY INCHES O.C. VERTICALLY AND 36 INCHES O.C. 3. A10 WITH MASONRY AROUND BUILT-IN ITEMS. HORIZONTALLY. C. DAMP-CURE PARGING FOR AT LEAST 24 HOURS AND PROTECT CAF F. FILL SPACE BETWEEN STEEL FRAMES AND MASONRY SOLIDLY 3.8 CONTROL AND EXPANSION JOINTS PARGING UNTIL CURED. 4. AM WITH MORTAR UNLESS OTHERWISE INDICATED. 3.13 REPAIRING, POINTING, AND CLEANING STE A. GENERAL: INSTALL CONTROL- AND EXPANSION-JOINT FAS G. WHERE BUILT-IN ITEMS ARE TO BE EMBEDDED IN CORES OF MATERIALS IN UNIT MASONRY AS MASONRY PROGRESSES. DO NOT 5. A32 HOLLOW MASONRY UNITS, PLACE A LAYER OF METAL LATH WIRE ALLOW MATERIALS TO SPAN CONTROL AND EXPANSION JOINTS A. REMOVE AND REPLACE MASONRY UNITS THAT AR LOOSE, MESH, OR PLASTIC MESH IN THE JOINT BELOW AND ROD MORTAR CHIPPED, BROKEN, STAINED, OR OTHERWISE DAMAGED OR HAT DO BOL WITHOUT PROVISION TO ALLOW FOR IN-PLANE WALL OR PARTITION NOT MATCH ADJOINING UNITS. INSTALL NEW UNITS TO MATCHsull OR GROUT INTO CORE: A49 MOVEMENT. ADJOINING UNITS; INSTALL IN FRESH MORTAR, POINTED TO LIMINATE 6• A49 H. FILL CORES IN HOLLOW CMOS WITH GROUT 24 INCHES UNDER B. FORM CONTROL JOINTS IN CONCRETE MASONRY AS FOLLOWS: EVIDENCE OF REPLACEMENT. TEMI BEARING PLATES, BEAMS, LINTELS, POSTS, AND SIMILAR ITEMS JOIN B. POINTING: DURING THE TOOLING OF JOINTS, ENLAR E VOIDS 7. A50+ UNLESS OTHERWISE INDICATED. 1. FIT BOND-BREAKER STRIPS INTO HOLLOW CONTOUR IN ENDS AND HOLES, EXCEPT WEEP HOLES, AND COMPLETELY FILL I. BUILD NONLOAD-BEARING INTERIOR PARTITIONS FULL HEIGHT OF CMUS ON ONE SIDE OF CONTROL JOINT. FILL RESULTANT MORTAR. POINT UP JOINTS, INCLUDING CORNERS, OPENINGS, A1ND WEL[ OF STORY TO UNDERSIDE OF SOLID FLOOR OR ROOF STRUCTURE CORE WITH GROUT, AND RAKE OUT JOINTS IN EXPOSED ADJACENT CONSTRUCTION, TO PROVIDE A NEAT, TUBI FACES FOR APPLICATION OF SEALANT. APPEARANCE. PREPARE JOINTS FOR SEALANT APPLICATION, WHERE 8 A50" ABOVE UNLESS OTHERWISE INDICATED. 2. INSTALL PREFORMED CONTROL-JOINT GASKETS DESIGNED TO INDICATED, WELE 1. INSTALL COMPRESSIBLE FILLER IN JOINT BETWEEN TOP OF FIT STANDARD SASH BLOCK. TUBI PARTITION AND UNDERSIDE OF STRUCTURE ABOVE. C. IN-PROGRESS CLEANING: CEAN UNIT MASONRY AIS WORK 9. A57' 3. INSTALL INTERLOCKING UNITS DESIGNED FOR CONTROL PROGRESSES BY DRY BRUSHING TO REMOVE MORTAR FNS AND STRE 2. FASTEN PARTITION TOP ANCHORS TO STRUCTURE ABOVE JOINTS. INSTALL BOND-BREAKER STRIPS AT JOINT. KEEP SMEARS BEFORE TOOLING JOINTS. AND BUILD INTO TOP OF PARTITION. GROUT CELLS OF CMUS HEAD JOINTS FREE AND CLEAR OF MORTAR, OR RAKE OUT STRI. SOLIDLY AROUND PLASTIC TUBES OF ANCHORS AND PUSH JOINT FOR APPLICATION OF SEALANT. CURED,iNCLEAN LEXPIOSED MASONRY POIS LL THOROUGHLY ET AND 10.A992' TUBES DOWN INTO GROUT TO PROVIDE 1/2-INCH FOLLOWS: STRL CLEARANCE BETWEEN END OF ANCHOR ROD AND END OF 4. INSTALL TEMPORARY FOAM-PLASTIC FILLER IN HEAD JOINTS, 1. REMOVE LARGE MORTAR PARTICLES BY HAND WITH WOODEN 11. C1 O9 TUBE. SPACE ANCHORS 48 INCHES O.C. UNLESS OTHERWISE AND REMOVE FILLER WHEN UNIT MASONRY IS COMPLETE FOR PADDLES AND NONMETALLIC SCRAPE HOES OR CHIS LS. STRE INDICATED. APPLICATION OF SEALANT. OR 5 2. TEST CLEANING METHODS ON SAMPLE WALL PANEI; LEAVE 12.E164 3. WEDGE NONLOAD-BEARING PARTITIONS AGAINST STRUCTURE 3.9 LINTELS ONE-HALF OF PANEL UNCLEANED FOR CO PARISON E ABOVE WITH SMALL PIECES OF TILE, SLATE, OR METAL. FILL PURPOSES. OBTAIN ARCHIT XAM JOINT WITH MORTAR AFTER DEAD-LOAD DEFLECTION OF A. PROVIDE LINTELS WHERE SHOWN AND WHERE OPENINGS OF CLEANING BEFORE PROCEEDING WITH CLEANING OF STRUCTURE ABOVE APPROACHES FINAL POSITION. MASONRY. D. SOCIETY WITHOUT STRUCTURAL STEEL OR OTHER SUPPORTING LINTELS. - PAIN1 A. LAY HOLLOW CMUS AS FOLLOWS: UNLESS OTHERWISE INDICATED. 3.5 MORTAR BEDDING AND JOINTING B. PROVIDE MINIMUM BEARING OF 8 INCHES AT EACH JAMB 3° PROTECT ADJACENT STONE AND NONMASONRY SURFACES FROM CONTACT WITH CLEANER BY COVERING THEM WITH 1.3SUBMITTAL`, LIQUID STRIPPABLE MASKING AGENT OR POLYETHYLENE FILM 1. BED FACE SHELLS IN MORTAR AND MAKE HEAD JOINTS OF 3.10 REINFORCED UNIT MASONRY INSTALLATION AND WATERPROOF MASKING TAPE. A. SUBMITT, DEPTH EQUAL TO BED JOINTS. 4. WET WALL SURFACES WITH WATER R 1• SHOP A. TEMPORARY FORMWORK AND SHORES: CONSTRUCT FORMWORK CLEANERS; REMOVE CLEANERS PROMPTLY BY (APPLYING AND 1 2. BED WEBS IN MORTAR IN ALL COURSES OF PIERS, COLUMNS, AND SHORES AS NEEDED TO SUPPORT REINFORCED MASONRY RINSING ATTAC AND PILASTERS. SURFACES THOROUGHLY WITH CLEAR WATER. ELEMENTS DURING CONSTRUCTION. 5. CLEAN CONCRETE MASONRY BY APPLICABLE I LEANT ®ETAII 3. BED WEBS IN MORTAR IN GROUTED MASONRY, INCLUDING I. CONSTRUCT FORMWORK TO PROVIDE SHAPE, LINE, AND NG STARTING COURSE ON FOOTINGS. METHODS INDICATED IN NCMA TEK 8-4A. B. QUALITY DIMENSIONS OF COMPLETED MASONRY AS INDICATED. MAKE I. WELDE 4. FULLY BED ENTIRE UNITS, INCLUDING AREAS UNDER CELLS, FORMS SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF 3.14 MASONRY WASTE DISPOSAL AT STARTING COURSE ON FOOTINGS WHERE CELLS ARE NOT MORTAR AND GROUT. BRACE, TIE, AND SUPPORT FORMS TO D1.1/C GROUTED. MAINTAIN POSITION AND SHAPE DURING CONSTRUCTION AND A• SALVAGEABLE MATERIALS: UNLESS OTHERWISE I DICATED, CURING OF REINFORCED MASONRY. EXCESS MASONRY MATERIALS ARE CONTRACTOR'S PROP RTY. AT 1.4QUALITY AS B. LAY SOLID CMUS WITH COMPLETELY FILLED BED AND HEAD JOINTS; BUTTER ENDS WITH SUFFICIENT MORTAR TO FILL HEAD 2• DO NOT REMOVE FORMS AND SHORES UNTIL REINFORCED COMPLETION OF UNIT MASONRY WORK, REMOVE FROM PROJECT SITE. A. FABRICAI JOINTS AND SHOVE INTO PLACE. DO NOT DEEPLY FURROW BED MASONRY MEMBERS HAVE HARDENED SUFFICIENTLY TO B. WASTE DISPOSAL AS FILL MATERIAL: DISPOSE 0 CLEAN YEARS D� JOINTS OR SLUSH HEAD JOINTS. CARRY THEIR OWN WEIGHT AND OTHER LOADS THAT MAY BE MASONRY WASTE, INCLUDING EXCESS OR SOIL-CONTAMINATED SAND, C. SET CAST-STONE TRIM UNITS IN FULL BED OF MORTAR WITH PLACED ON THEM DURING CONSTRUCTION. WASTE MORTAR, AND BROKEN MASONRY UNITS, BY CRUSHING AND B. WELDER MIXING WITH FILL MATERIAL AS FILL IS PLACED. H FULL VERTICAL JOINTS. FILL DOWEL, ANCHOR, AND SIMILAR HOLES. B• PLACING REINFORCEMENT: COMPLY WITH REQUIREMENTS IN TMS 602/AC! 530.1/ASCE 6. 1. CRUSH MASONRY WASTE TO LESS THAN 4 INCHES . IN EACH C. DESIGN R 1. CLEAN SOILED SURFACES WITH FIBER BRUSH AND SOAP DIMENSION. ON DRAW POWDER AND RINSE THOROUGHLY WITH CLEAR WATER. C GROUTING: DO NOT PLACE GROUT UNTIL ENTIRE HEIGHT OF MASONRY TO BE GROUTED HAS ATTAINED ENOUGH STRENGTH TO 2, MIX MASONRY WASTE WITH AT LEAST TWO PARTS OF STRUCTUF 2. WET JOINT SURFACES THOROUGHLY BEFORE APPLYING RESIST GROUT PRESSURE. SPECIFIED FILL MATERIAL FOR EACH PART OF ASONRY REGISTER[ MORTAR. WASTE. LOCATED. 3. RAKE OUT MORTAR JOINTS FOR POINTING WITH SEALANT. ' FOR PCLEANOULY WITH TSQAINDMFORS GROUT IN S PLACEMENT,530.1/ASCE 6 3. DO NOT DISPOSE OF MASONRY WASTE AS FILL 1.5 DING INCHES OF FINISHED GRADE. V�ITHlN 18 DELIVERY, S1 D. RAKE OUT MORTAR JOINTS AT PRE-FACED CMUS TO ,q MINIMUM GROUT SPACE AND MAXIMUM POUR HEIGHT. UNIFORM DEPTH OF 1/4 INCH AND POINT WITH EPDXY MORTAR TO C. MASONRY WASTE RECYCLING: RETURN BROKEN A. STORE ST COMPLY WITH EPDXY-MORTAR MANUFACTURER'S WRITTEN 2 LIMIT HEIGHT OF VERTICAL GROUT POURS TO NOT MORE USED AS FILL TO MANUFACTURER FOR RECYCLING, CMUS NOT THAN 60 INCHES I OTHER SU INSTRUCTIONS. D. EXCESS MASONRY WASTE: REMOVE E E. TOOL EXPOSED JOINTS SLIGHTLY CONCAVE WHEN THUMBPRINT 3.11 FIELD QUALITY CONTROL XCESS CLEAN ASONRY B. PROTECT WASTE THAT CANNOT BE USED AS FILL, AS DESCRIBED A OVE OR HARD, USING A JOINTER LARGER THAN JOINT THICKNESS UNLESS A. TESTING AND INSPECTING: OWNER WILL ENGAGE SPECIAL OFF OWNS ,AND OTHER MASONRY WASTE, AND LEGALLY DIS OSE OF C. PREVENT i OTHERWISE INDICATED. INSPECTORS TO PERFORM TESTS AND INSPECTIONS AND PREPARE R S PROPERTY, F. CUT JOINTS FLUSH FOR MASONRY WALLS TO RECEIVE PLASTER REPORTS. ALLOW INSPECTORS ACCESS TO SCAFFOLDING AND WORK PART 2 PRODUC OR OTHER DIRECT-APPLIED FINISHES (OTHER THAN PAINT UNLESS AREAS AS NEEDED TO PERFORM TESTS AND INSPECTIONS. END OF SECTION 042200 OTHERWISE INDICATED. ) RETESTING OF MATERIALS THAT FAIL TO COMPLY WITH SPECIFIED 2.1 M REQUIREMENTS SHALL BE DONE AT CONTRACTOR'S EXPENSE. MATERIALS G. CUT JOINTS FLUSH WHERE INDICATED TO RECEIVEI WATERPROOFING UNLESS OTHERWISE INDICATED. B INSPECTIONS: SPECIAL INSPECTIONS ACCORDING TO LEVEL B IN A. STEEL: TMS 402/ACI 530/ASCE 5. 1. SHAPES 3.6 MASONRY-JOINT REINFORCEMENT 2. HOLLOW 1. BEGIN MASONRY CONSTRUCTION ONLY AFTER INSPECTORS 3. PIPE: A A. GENERAL: INSTALL ENTIRE LENGTH OF LONGITUDINAL SIDE HAVE VERIFIED PROPORTIONS OF SITE-PREPARED MORTAR. 4. SHEAR RODS IN MORTAR WITH A MINIMUM COVER OF 5/8 INCH ON 2. PLACE GROUT ONLY AFTER INSPECTORS HAVE VERIFIED UNFINISf EXTERIOR SIDE OF WALLS, 1/2 INCH ELSEWHERE. LAP COMPLIANCE OF GROUT SPACES AND OF GRADES, SIZES, REINFORCEMENT A MINIMUM OF 6 INCHES. AND LOCATIONS OF REINFORCEMENT. 1, SPACE REINFORCEMENT NOT MORE THAN 16 INCHES O.C. 3. PLACE GROUT ONLY AFTER INSPECTORS HAVE VERIFIED 2. SPACE REINFORCEMENT NOT MORE THAN 8 INCHES O.C. IN PROPORTIONS OF SITE-PREPARED GROUT. FOUNDATION WALLS AND PARAPET WALLS. C. TESTING PRIOR TO CONSTRUCTION: ONE SET OF TESTS. 3. PROVIDE REINFORCEMENT NOT MORE THAN 8 INCHES ABOVE D. TESTING FREQUENCY: ONE SET OF TESTS FOR EACH 5000 SQ. AND BELOW WALL OPENINGS AND EXTENDING 12 INCHES FT. OF WALL AREA OR PORTION THEREOF. BEYOND OPENINGS IN ADDITION TO CONTINUOUS REINFORCEMENT. I I I SE TION CONTINUED F SPECIFICATIONS ( CFROM S.05) SECTION 051200 - STRUCTURAL STEEL FRAMING (CONTINUED) B. SPECIAL JOISTS: STEEL JOISTS OR JOIST GIRDERS REQUIRING C. FIELD WELD JOISTS TO SUPPORTING STEEL BEARING PLATES AND C. ELECTRICAL RACEWAY UNITS: PROVIDE UL-LABELED CELLULAR MODIFICATION BY MANUFACTURER TO SUPPORT NON-UNIFORM, 2,3 JOIST GIRDERS FRAMEWORK. COORDINATE WELDING SEQUENCE AND PROCEDURE FLOOR-DECK UNITS COMPLYING WITH UL 209 AND LISTED IN } , ,> ` 3.2 PLACEMENT OF GROUT UNEQUALOR SPECIAL LOADING CONDITIONS THAT INVALIDATE A. MANUFACTURE JOIST GIRDERS ACCORDING TO "STANDARD WITH PLACEMENT OF JOISTS, COMPLY WITH AWS REQUIREMENTS UL'S ELECTRICAL CONSTRUCTION EQUIPMENT DIRECTORY FOR LOAD TABLES IN SJI SSPECIFICATIONS, SPECIFICATION FOR JOIST GIRDERS" IN SJI'S "SPECIFICATIONS," AND PROCEDURES FOR WELDING, APPEARANCE AND QUALITY OF USE WITH STANDARD HEADER DUCTS AND OUTLETS FOR A. REMOVE LOOSE AND FOREIGN MATTER FROM CONCRETE; WITH STEEL-ANGLE TOP- AND BOTTOM-CHORD EMBERS; WITH WELDS, AND METHODS USED IN CORRECTING WELDING WORK. ELECTRICAL DISTRIBUTION SYSTEMS. LIGHTLY ROUGHEN BONDING SURFACE. 1.4 ACTION SUBMITTALS END AND TOP-CHORD ARRANGEMENTS AS INDICATED. D. BOLT JOISTS TO SUPPORTING STEEL FRAMEWORK USING D. FM GLOBAL LISTING: PROVIDE STEEL ROOF DECK EVALUATED A. PRODUCT DATA: FOR EACH TYPE OF JOIST, ACCESSORY, AND B. PROVIDE HOLES IN CHORD MEMBERS FOR CONNECTING AND CARBON-STEEL BOLTS. BY FM GLOBAL AND LISTED IN ITS "APPROVAL GUIDE, BUILDING B. REMOVE FOREIGN MATERIALS FROM STEEL SURFACES; ALIGN PRODUCT. SECURING OTHER CONSTRUCTION TO JOIST GIRDERS. E. BOLT JOISTS TO SUPPORTING STEEL FRAMEWORK USING MATERIALS" FOR CLASS 1 FIRE RATING AND CLASS 1-90 AND LEVEL MEMBERS IN FINAL POSITION. B. SHOP DRAWINGS: WINDSTORM RATINGS. € C. CAMBER JOIST GIRDERS ACCORDING TO SJI'S "SP CIFICATIONS." HIGH-STRENGTH STRUCTURAL BOLTS. COMPLY WITH RCSC S C. JUST PRIOR TO GROUTING, THOROUGHLY WET CONCRETE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR 1. INCLUDE LAYOUT, DESIGNATION, NUMBER, TYPE, LOCATION, ,y 1.6 DELIVERY, STORAGE, AND HANDLING UTHi ITS 8 SURFACES; REMOVE EXCESS WATER. D. EQUIP BEARING ENDS OF JOISTS WITH MANUFACT RER S ASTM A 490 BOLTS FOR HIGH-STRENGTH STRUCTURAL BOLT € AND SPACING OF JOISTS. STANDARD BEVELED ENDS OR SLOPED SHOES IF JOIST SLOPE INSTALLATION AND TIGHTENING REQUIREMENTS. - CONCURRENTLY STEEL DECK FROM CORROSION DEFORMATION AND D. MIX GROUT IN ACCORDANCE WITH MANUFACTURER'S 2. INCLUDE JOINING AND ANCHORAGE DETAILS; BRACING EXCEEDS 1 /4 INCH PER 12 INCHES. A. OTHER , ' / F. INSTALL AND CONNECT BRIDGING C TLY WITH JOIST OTHER DAMAGE DURING DELIVERY, STORAGE, AND HANDLING. 303 Atlantic Blvd. INSTRUCTIONS. DO NOT RETEMPER. BRIDGING, AND JOIST ACCESSORIES; SPLICE AND CONNECTION ERECTION, BEFORE CONSTRUCTION LOADS ARE APPLIED. ANCHOR B. STACK STEEL DECK ON PLATFORMS OR PALLETS AND SLOPE LOCATIONS AND DETAILS; AND ATTACHMENTS TO OTHER 2.4 PRIMERS ENDS OF BRIDGING LINES AT TOP AND BOTTOM CHORDS IF TO PROVIDE DRAINAGE. PROTECT WITH A WATERPROOF Atlantic Beach, FL 32233 E. PLACE GROUT CONTINUOUSLY, BY MOST PRACTICAL MEANS; CONSTRUCTION. TERMINATING AT WALLS OR BEAMS. AVOID ENTRAPPED AIR. DO NOT VIBRATE GROUT. A. PRIMER: SSPC-PAINT 15, OR MANUFACTURER'S STANDARD SHOP COVERING AND VENTILATE TO AVOID CONDENSATION. 3. INDICATE LOCATIONS AND DETAILS OF BEARING PLATES TO BE PRIMER COMPLYING WITH PERFORMANCE REQUIRE ' ENTS IN F. DO NOT REMOVE LEVELING SHIMS FOR AT LEAST 48 HOURS EMBEDDED IN OTHER CONSTRUCTION. SSPC-PAINT 15. 3.3 FIELD QUALITY CONTROL 1. PROTECT AND VENTILATE ACOUSTICAL CELLULAR ROOF AFTER GROUTING. AFTER REMOVING SHIMS, FILL VOIDS WITH DECK WITH FACTORY-INSTALLED INSULATION TO MAINTAIN ARCHITECT: SAND-CEMENT GROUT. 1.5 INFORMATIONAL SUBMITTALSA. TESTING AGENCY: ENGAGE A QUALIFIED TESTING AGENCY TO INSULATION FREE OF MOISTURE. 2.5 JOIST ACCESSORIES PERFORM TESTS AND INSPECTIONS, A, QUALIFICATION DATA: FOR MANUFACTURER Julianne N. Overby, RA. 3.3 FIELD QUALITY CONTROL A. BRIDGING: PROVIDE BRIDGING ANCHORS AND NUM ER OF ROWS B VISUALLY INSPECT FIELD WELDS ACCORDING TO AWS D1.1/D1.1M. PART 2 - PRODUCTS OF HORIZONTAL OR DIAGONAL BRIDGING OF MATERIAL, SIZE, AND Architectural and Interior Design B. WELDING CERTIFICATES. A. TESTING AND INSPECTION SERVICES: TYPE REQUIRED BY SJI'S "SPECIFICATIONS FOR TYPE OF JOIST, 1. IN ADDITION TO VISUAL INSPECTION, TEST FIELD WELDS 2.1 PERFORMANCE REQUIREMENTS Julianne N. Overby, R.A. 1. INSPECT STEEL ELEMENTS FOR CONFORMANCE TO C. MANUFACTURER CERTIFICATES. CHORD SIZE, SPACING, AND SPAN. FURNISH ADDITIONAL ERECTION ACCORDING TO AWS D1.1/D1 .1M AND THE FOLLOWING 2452 Pullian Street BRIDGING IF REQUIRED FOR STABILITY. PROCEDURES AT TESTING AGENCY'S OPTION: A. AISI SPECIFICATIONS: COMPLY WITH CALCULATED STRUCTURAL SPECIFIED REQUIREMENTS INCLUDING: Jacksonville Beach, Florida 32250 D. MILL CERTIFICATES: FOR EACH TYPE OF BOLT. CHARACTERISTICS OF STEEL DECK ACCORDING TO AISI S a. LOCATION AND ADEQUACY OF BRACING. B. BRIDGING: SCHEMATICALLY INDICATED. DETAIL AN FABRICATE a. ULTRASONIC TESTING: ASTM E 164. 904-704-8628 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF Email: inoverby(a�att.net b. LOCATION AND SET OF ANCHOR BOLTS AND OTHER E. COMPREHENSIVE ENGINEERING ANALYSIS R SPECIAL JOISTS ACCORDING TO SJI'S "SPECIFICATIONS."FURNISH ADDITIONAL C. VISUALLY INSPECT BOLTED CONNECTIONS. COLD-FORMED STEEL STRUCTURAL MEMBERS." N.c.iaio� . FL..�x-ooi%or;o. .net 4r;u INSERTS. SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER ERECTION BRIDGING IF REQUIRED FOR STABILITY. c. ALIGNMENT, PLUMB, CAMBER, AND OTHER REQUIRED RESPONSIBLE FOR ITS PREPARATION. D. PREPARE TEST AND INSPECTION REPORTS. B. FIRE-RESISTANCE RATINGS: COMPLY WITH ASTM E 119; CONSULTANT: ATTRIBUTES. F. FIELD QUALITY-CONTROL REPORTS. C. BRIDGING: FABRICATE AS INDICATED AND ACCORDING TO SJI'S TESTING BY A QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS 2. INSPECT HIGH STRENGTH BOLTED CONSTRUCTION IN ACCORDANCE WITH AISC SPECIFICATION AND AS SPECIFICATIONS". FURNISH ADDITIONAL ERECTION , BRIDGING IF 3.4 PROTECTION WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING FOLLOWS: 1.6 QUALITY ASSURANCE REQUIRED FOR STABILITY. AGENCY. FORM S PACE , I N C A. REPAIR DAMAGED GALVANIZED COATINGS ON GALVANIZED ITEMS a. VISUALLY INSPECT HIGH STRENGTH BOLTED A. MANUFACTURER QUALIFICATIONS: A MANUFACTURER CERTIFIED BY D. FABRICATE STEEL BEARING PLATES FROM ASTM a 36/A 36M WITH GALVANIZED REPAIR PAINT ACCORDING TO ASTM A 780/A 1. INDICATE DESIGN DESIGNATIONS FROM UL'S "FIRE CONNECTIONS. STEEL WITH INTEGRAL ANCHORAGES OF SIZES AN THICKNESSES 200 FIRST STREET SUITE 205 A SJI TO MANUFACTURE JOISTS COMPLYING WITH APPLICABLE P 780M AND MANUFACTURER'S WRITTEN INSTRUCTIONS. RESISTANCE DIRECTORY" OR FROM THE LISTINGS OF NEPTUNE BEACH, FLORIDA 32266 b. CHECK AT LEAST TWO BOLTS OF EVERY THIRD STANDARD SPECIFICATIONS AND LOAD TABLES IN SJI'S INDICATED. SHOP PRIME PAINT. ANOTHER QUALIFIED TESTING AGENCY. CONNECTION WITH CALIBRATED TORQUE WRENCH FOR "SPECIFICATIONSB. TOUCHUP PAINTING: AFTER INSTALLATION, PROMPTLY CLEAN, design@200firststreet.com ' E. STEEL BEARING PLATES WITH INTEGRAL ANCHORA ES ARE PROPER TORQUE. PREPARE, AND PRIME OR REPRIME FIELD CONNECTIONS, RUST 2.2 ROOF DECK 904-535-0270 ph 904-246-8402 fax 3. INSPECT FIELD WELDS IN ACCORDANCE WITH AWS 1. MANUFACTURER'S RESPONSIBILITIES INCLUDE PROVIDING SPECIFIED IN SECTION 055000 METAL FABRICATIONS. SPOTS, AND ABRADED SURFACES OF PRIME-PAINTED JOISTS AND D1.1/D1.1M AND AS FOLLOWS: PROFESSIONAL ENGINEERING SERVICES FOR DESIGNING SPECIAL F. FURNISH CEILING EXTENSIONS, EITHER EXTENDEDOTTOM-CHORD ACCESSORIES. A. ROOF DECK: FABRICATE PANELS, WITHOUT TOP-FLANGE a. VISUALLY INSPECT WELDS. JOISTS TO COMPLY WITH PERFORMANCE REQUIREMENTS. ELEMENTS OR A SEPARATE EXTENSION UNIT OF ENOUGH 1. CLEAN AND PREPARE SURFACES BY HAND-TOOL CLEANING STIFFENING GROOVES, TO COMPLY WITH "SDI SPECIFICATIONS b. TEST FULL PENETRATION WELDS BY ULTRASONIC STRENGTH TO SUPPORT CEILING CONSTRUCTION. EXTEND ENDS TO ACCORDING TO SSPC-SP 2 OR POWER-TOOL CLEANING AND COMMENTARY FOR STEEL ROOF DECK," IN SDI METHOD IN ACCORDANCE WITH ASTM E164. B. WELDING QUALIFICATIONS: QUALIFY FIELD-WELDING PROCEDURES WITHIN 1/2 INCH OF FINISHED WALL SURFACE UN ESS OTHERWISE ACCORDING TO SSPC-SP 3. PUBLICATION NO. 31, AND WITH THE FOLLOWING: 4. MAKE ONE SET OF SIX TEST CUBES FOR EACH 1/3 AND PERSONNEL ACCORDING TO AWS D1.1/D1.1M, "STRUCTURAL INDICATED. 0 CUBIC YARD OF GROUT PLACED OR FRACTION THEREOF: WELDING CODE - STEEL." 2. APPLY A COMPATIBLE PRIMER OF SAME TYPE AS PRIMER 1. GALVANIZED-STEEL SHEET: ASTM A 653/A 653M, co a. MOLD AND TEST CUBES IN ACCORDANCE WITH ASTM G. HIGH-STRENGTH BOLTS, NUTS, AND WASHERS: ASTM A 325, USED ON ADJACENT SURFACES. STRUCTURAL STEEL (SS), GRADE 33, G60 ZINC COATING. Z > Co C109; THREE AT 7 DAYS AND THREE AT 28 DAYS. 1.7 DELIVERY, STORAGE, AND HANDLING TYPE 1, HEAVY HEX STEEL STRUCTURAL BOLTS; ASTM A 563 C. TOUCHUP PAINTING: CLEANING AND TOUCHUP PAINTING 2. DECK PROFILE: AS INDICATED 0 b. RESTRAIN GROUT FROM EXPANSION BY USE OF TOP HEAVY HEX CARBON-STEEL NUTS; AND ASTM F 436 HARDENED - (n N PLATE. A. DELIVER, STORE, AND HANDLE JOISTS AS RECOMMENDED IN SJI'S CARBON-STEEL WASHERS. j D. END OF SECTION 052100 3. PROFILE DEPTH: AS INDICATED I_ N "SPECIFICATIONS" H. WELDING ELECTRODES: COMPLY WITH AWS STANDARDS. 4. SPAN CONDITION: AS INDICATED V 3.4 ADJUSTING B. PROTECT JOISTS FROM CORROSION, DEFORMATION, AND OTHER > I. FURNISH MISCELLANEOUS ACCESSORIES INCLUDING SPLICE PLATES 5. SIDE SAPS: OVERLAPPED A. TOUCH UP BOLT HEADS, NUTS, FIELD WELDS, AND DAMAGE DURING DELIVERY, STORAGE, AND HANDLING. AND BOLTS REQUIRED BY JOIST MANUFACTURER TO COMPLETE 0 Z LL ABRASIONS IN SHOP COATING WITH SAME PRIMER USED IN 1.8 SEQUENCING JOIST ASSEMBLY. 2.3 ACCESSORIES Z < ., SHOP, SECTION 053100 - STEEL DECKING W _jA. DELIVER STEEL BEARING PLATES TO BE BUILT INTO 2.6 CLEANING AND SHOP PAINTING A. GENERAL: PROVIDE MANUFACTURER'S STANDARD ACCESSORY CAST-IN-PLACE CONCRETE AND MASONRY CONSTRUCTION. PART 1 - GENERAL MATERIALS FOR DECK THAT COMPLY WITH REQUIREMENTS END OF SECTION A. CLEAN AND REMOVE LOOSE SCALE, HEAVY RUST, AND OTHER INDICATED. Q PART 2 - PRODUCTS FOREIGN MATERIALS FROM FABRICATED JOISTS A D ACCESSORIES 1.1 RELATED DOCUMENTS BY HAND-TOOL CLEANING, SSPC-SP 2. B. MECHANICAL FASTENERS: CORROSION-RESISTANT, Uj A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, LOW-VELOCITY, POWER-ACTUATED OR PNEUMATICALLY DRIVEN Z ® m 2.1 PERFORMANCE REQUIREMENTS B. DO NOT PRIME PAINT JOISTS AND ACCESSORIES 0 RECEIVE INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND CARBON-STEEL FASTENERS; OR SELF-DRILLING, �Q Cn A. STRUCTURAL PERFORMANCE: PROVIDE SPECIAL JOISTS AND SPRAYED FIRE-RESISTIVE MATERIALS. DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. SELF-THREADING SCREWS. I..L 1 SECTION 052100 - STEEL JOIST FRAMING CONNECTIONS CAPABLE OF WITHSTANDING DESIGN LOADS C. APPLY ONE COAT OF SHOP PRIMER TO JOISTS AND JOIST C. SIDE-LAP FASTENERS: CORROSION-RESISTANT, HEXAGONAL CO (- INDICATED. ACCESSORIES TO BE PRIMED TO PROVIDE A CONTINUOUS, DRY 1.2 SUMMARY WASHER HEAD; SELF-DRILLING, CARBON-STEEL SCREWS, NO. Q ® z PART 1` - GENERAL 1. USE ASD; DATA ARE GIVEN AT SERVICE-LOAD LEVEL PAINT FILM NOT LESS THAN 1 MIL THICK. A. SECTION INCLUDES: 10 MINIMUM DIAMETER. CO 1.1 RELATED DOCUMENTS 2. DESIGN SPECIAL JOISTS TO WITHSTAND DESIGN LOADS WITH D. SHOP PRIMING OF JOISTS AND JOIST ACCESSORIES. 1. ROOF DECK. D. FLEXIBLE CLOSURE STRIPS: VULCANIZED, CLOSED-CELL, CIS 0- SYNTHETIC RUBBER. � LIVE-LOAD DEFLECTIONS NO GREATER THAN THE FOLLOWING: PART 3 - EXECUTION B. RELATED REQUIREMENTS: W 0 A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, a. ROOF JOISTS: VERTICAL DEFLECTION OF 1/240 OF THE E. MISCELLANEOUS SHEET METAL DECK ACCESSORIES: STEEL 0 Q INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND SPAN. 1. SECTION 033000 "CAST-IN-PLACE CONCRETE" FOR SHEET, MINIMUM YIELD STRENGTH OF 33,000 PSI OF SAME DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 3.1 EXAMINATION NORMAL-WEIGHT AND LIGHTWEIGHT STRUCTURAL CONCRETE MATERIAL AND FINISH AS DECK; OF PROFILE INDICATED OR 2.2 K-SERIES STEEL JOISTS A. EXAMINE SUPPORTING SUBSTRATES, EMBEDDED BEARING PLATES, FILL OVER STEEL DECK. REQUIRED FOR APPLICATION. 1.2 SUMMARY AND ABUTTING STRUCTURAL FRAMING FOR COMPLIANCE WITH A. MANUFACTURE STEEL JOISTS OF TYPE INDICATED ACCORDING TO REQUIREMENTS FOR INSTALLATION TOLERANCES A D OTHER 2. SECTION 051200 "STRUCTURAL STEEL FRAMING" FOR SHOP- F. POUR STOPS AND GIRDER FILLERS: STEEL SHEET, MINIMUM A. SECTION INCLUDES: "STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS, CONDITIONS AFFECTING PERFORMANCE OF THEW RK. AND FIELD-WELDED SHEAR CONNECTORS. YIELD STRENGTH OF 33,000 PSI, OF SAME MATERIAL AND PROJECT NUMBER: 15111 1. K-SERIES STEEL JOISTS. K-SERIES" IN SJI'S "SPECIFICATIONS," WITH STEEL-ANGLE TOP- FINISH AS DECK, AND OF THICKNESS AND PROFILE B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY 3. SECTION 055000 "METAL FABRICATIONS" FOR FRAMING RECOMMENDED BY SDI PUBLICATION N0. 31 FOR OVERHANG ®ATE ISSUED: FEBRUARY 5, 2017 2. KCS-TYPE K-SERIES STEEL JOISTS. AND BOTTOM-CHORD MEMBERS, UNDERSLUNG ENDS, AND CONDITIONS HAVE BEEN CORRECTED. DECK OPENINGS WITH MISCELLANEOUS STEEL SHAPES. AND SLAB DEPTH. PARALLEL TOP CHORD. REVISIONS: 3. K-SERIES STEEL JOIST SUBSTITUTES. 1.3 ACTION SUBMITTALS G. COLUMN CLOSURES, END CLOSURES, Z-CLOSURES, AND COVER 1. JOIST TYPE: K-SERIES STEEL JOISTS AND KCS-TYPE 3.2 INSTALLATION PLATES: STEEL SHEET, OF SAME MATERIAL, FINISH, AND 4. LH- AND DLH-SERIES LONG-SPAN STEEL JOISTS. K-SERIES STEEL JOISTS. A. DO NOT INSTALL JOISTS UNTIL SUPPORTING CONSTRUCTION IS IN A. PRODUCT DATA: FOR EACH TYPE OF DECK, ACCESSORY, AND THICKNESS AS DECK UNLESS OTHERWISE INDICATED.5. CJ-SERIES COMPOSITE STEEL JOISTS. B. STEEL JOIST SUBSTITUTES: MANUFACTURE ACCORDING TO PLACE AND SECURED. i PRODUCT INDICATED. H. PIERCING HANGER TABS: PIERCING STEEL SHEET HANGER "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, B. SHOP DRAWINGS: ATTACHMENT DEVICES FOR USE WITH FLOOR DECK. 6. JOIST GIRDERS. �, y "SPECIFICATIONS," B. INSTALL JOISTS AND ACCESSORIES PLUMB, SQUA ' E, AND TRUE K-SERIES IN SJI'S SPECIFICATIONS, WITH STEEL-ANGLE OR TO LINE; SECURELY FASTEN TO SUPPORTING CONSTRUCTION 7. JOIST ACCESSORIES. -CHANNEL MEMBERS. 1. INCLUDE LAYOUT AND TYPES OF DECK PANELS, ANCHORAGE I. WELD WASHERS: UNCOATED STEEL SHEET, SHAPED TO FIT ACCORDING TO SJI'S "SPECIFICATIONS". JOIST MA UFACTURER'S DETAILS, REINFORCING CHANNELS, PANS, CUT DECK DECK RIB, 0.0598 INCH THICK, WITH FACTORY-PUNCHED HOLE B. RELATED REQUIREMENTS: C. PROVIDE HOLES IN CHORD MEMBERS FOR CONNECTING AND WRITTEN INSTRUCTIONS, AND REQUIREMENTS IN THIS SECTION. OPENINGS, SPECIAL JOINTING, ACCESSORIES, AND OF 3/8-INCH MINIMUM DIAMETER. J. GALVANIZING REPAIR PAINT: ASTM A 780/A 780M 1. SECTION 033000 "CAST-IN-PLACE CONCRETE" FOR SECURING OTHER CONSTRUCTION TO JOISTS. 1 . BEFORE INSTALLATION, SPLICE JOISTS DELIVERED TO PROJECT ATTACHMENTS TO OTHER CONSTRUCTION. SHEET TITLE INSTALLING BEARING PLATES IN CONCRETE. D. TOP-CHORD EXTENSIONS: EXTEND TOP CHORDS OF JOISTS WITH SITE IN MORE THAN ONE PIECE. SSPC-PAINT 20 OR MIL-P-21035B WITH DRY FILM SJI'S TYPE S TOP-CHORD EXTENSIONS WHERE INDICATED, 1.4 INFORMATIONAL SUBMITTALS CONTAINING A MINIMUM OF 94 PERCENT ZINC DUST BY WEIGHT. 2. SECTION 042000 "UNIT MASONRY" FOR INSTALLING BEARING COMPLYING WITH SJI'S "SPECIFICATIONS." 2. SPACE, ADJUST, AND ALIGN JOISTS ACCURATELY IN LOCATION PLATES IN UNIT MASONRY. BEFORE PERMANENTLY FASTENING. A. WELDING CERTIFICATES. SPECIFICATIONS K. REPAIR PAINT; MANUFACTURER'S STANDARD RUST-INHIBITIVE E. EXTENDED ENDS: EXTEND BEARING ENDS OF JOISTS WITH SJI'S 3. INSTALL TEMPORARY BRACING AND ERECTION BRIDGING, B. PRODUCT CERTIFICATES: FOR EACH TYPE OF STEEL DECK. PRIMER OF SAME COLOR AS PRIMER. 3. SECTION 051200 "STRUCTURAL STEEL FRAMING" FOR TYPE R EXTENDED ENDS WHERE INDICATED, COMPLYING WITH CONNECTIONS AND ANCHORS TO ENSURE THAT JOISTS ARE SJI'S FIELD-WELDED SHEAR CONNECTORS. "SPECIFICATIONS." STABILIZED DURING CONSTRUCTION. C. PRODUCT TEST REPORTS: FOR TESTS PERFORMED BY A (SECTION CONTINUED ON S.07) QUALIFIED TESTING AGENCY, INDICATING THAT EACH OF THE 1.3 DEFINITIONS F. DO NOT CAMBER JOISTS. 4. DELAY RIGIDLY CONNECTING BOTTOM-CHORD EXTENSIONS TO FOLLOWING COMPLIES WITH REQUIREMENTS: G. EQUIP BEARING ENDS OF JOISTS WITH MANUFACTURER'S COLUMNS OR SUPPORTS UNTIL DEAD LOADS ARE APPLIED. 1. POWER-ACTUATED MECHANICAL FASTENERS. A. SJI'S "SPECIFICATIONS": STEEL JOIST INSTITUTE'S "STANDARD � Luis A Pontigo PE SPECIFICATIONS, LOAD TABLES AND WEIGHT TABLES FOR STEEL STANDARD BEVELED ENDS OR SLOPED SHOES IF JOIST SLOPE 2. ACOUSTICAL ROOF DECK. SHEET NUMBER JOISTS AND JOIST GIRDERS." EXCEEDS 1/4 INCH PER 12 INCHES. FEB P zq,,, it D. EVALUATION REPORTS: FOR STEEL DECK, FROM ICC-ES. """ �� E. FIELD QUALITY-CONTROL REPORTS. `'�`;••`GENS�c •.,O°=, • � Lou Pontigo and 1.5QUALITY ASSURANCE N®, 11 i. Associates, Inc. SOm6 STRUCTURAL A. TESTING AGENCY QUALIFICATIONS: QUALIFIED ACCORDING TQ a• AT OF �cr` E N G I N E E R S ASTM E 329 FOR TESTING INDICATED. -O .. s 'p'' C R1��G���s' 420 Osceola Avenue B. WELDING QUALIFICATIONS: QUALIFY PROCEDURES ANDA\-�'�,,,,.�� Jacksonville Beach, FL 32250 PERSONNEL ACCORDING TO AWS D1.3/D1.3M, "STRUCTURAL 904-242-0908 PERMIT SET WELDING CODE - SHEET STEEL." FL: CA # 8344 SC: CA# 3579 . ... WWW.lp-a.com I SPECIFICATIONS (SECTION CONTINUED FROM 5.06) ry` Y/ EXPOSED TO VIEW. 5. MINIMUM INCH VERTICAL DEFLECTION OF ST UCTURE. SECTION 055000 - METAL FABRICATIONS H. INSTALL FRAMING BETWEEN STUDS FOR ATTACHMENT OF 2. WIRE BRUSHING, CLEANING, AND REPAIR PAINTING OF BOTTOM F. DESIGN JOIST SYSTEM TO WITHSTAND: MECHANICAL AND ELECTRICAL ITEMS, AND TO PREVENT PART 1 GENERAL PART 3 - EXECUTIONDECK SURFACES 1 . LIVE AND DEAD LOADS IN ACCORDANCE WITH STUD ROTATION. STRUCTURAL DRAWINGS. 1.1 SUMMARY 3.1 EXAMINATION C. REPAIR PAINTING: WIRE BRUSHING, CLEANING, AND REPAIR 2. MAXIMUM DEFLECTION UNDER LOADING: L/240 WITHOUT I. DIAGONALLY BRACE WALLS AT LOCATION INDICATED FOR PAINTING OF RUST SPOTS, WELDS, AND ABRADED AREAS OF DECKING MATERIALS. SHEAR CONSTRUCTION. A. SECTION INCLUDES: A. EXAMINE SUPPORTING FRAME AND FIELD CONDITIONS FOR BOTH DECK SURFACES COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION 3.3 INSTALLATION - NON-AXIALLY LOADED STUD FRAMING 1. SHOP FABRICATED METAL COMPONENTS. TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE G. DESIGN SYSTEM TO ACCOMMODATE CONSTRUCTION 2. GUARD RAILS AND HANDRAILS. END OF SECTION 053100 TOLERANCES, DEFLECTION OF BUILDING STRUCTURAL 3. BOLLARDS. OF THE WORK. A. PLACE TOP AND BOTTOM TRACKS IN STRAIGHT LINES WITH MEMBERS, AND CLEARANCES AT OPENINGS. B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY ENDS BUTTED. FASTEN TRACKS AT MAXIMUM 12 INCHES B. RELATED SECTIONS: CONDITIONS HAVE BEEN CORRECTED. H. WELDER QUALIFICATIONS: AWS D1.3/D1.3M. ON CENTER. 1. DIVISION 01: ADMINISTRATIVE, PROCEDURAL, AND TEMPORARY UTHERI BISTRO & BAS WORK REQUIREMENTS. 3.2 INSTALLATION, GENERAL 1.51DELIVERY, STORAGE AND HANDLING B. PLACE STUDS AT SPACING INDICATED AND NOT MORE THAN 2 INCHES FROM ABUTTING WALLS AND AT EACH SIDE OF 1.2 REFERENCES 303 Atlantic Blvd. A. INSTALL DECK PANELS AND ACCESSORIES ACCORDING TO SECTION 054000 - COLD-FORMED METAL FRAMING A. IN ACCORDANCE WITH ASTM C1007. OPENINGS. A. AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION APPLICABLE SPECIFICATIONS AND COMMENTARY IN SDI PART 1 GENERAL C. INSTALL DEFLECTION COMPENSATING TOP TRACK AT (AAMA): Atlantic Beach, FL 32233 PUBLICATION NO. 31, MANUFACTURER'S WRITTEN INSTRUCTIONS, PART 2 PRODUCTS 1. 611 - VOLUNTARY SPECIFICATION FOR ANODIZED AND REQUIREMENTS IN THIS SECTION. FRAMING EXTENDING TO UNDERSIDE OF STRUCTURE. 1.1 SUMMARY ! ARCHITECTURAL ALUMINUM. B. INSTALL TEMPORARY SHORING BEFORE PLACING DECK PANELS IF 2.1 MANUFACTURERS D. CONNECT STUDS TO TOP AND BOTTOM TRACKS. 2. 2603 - VOLUNTARY SPECIFICATION, PERFORMANCE REQUIREMENTS AND TEST PROCEDURES FOR PIGMENTED ARCHITECT: REQUIRED TO MEET DEFLECTION LIMITATIONS. A. SECTION INCLUDES: A. ACCEPTABLE MANUFACTURERS: ORGANIC COATINGS ON ARCHITECTURAL EXTRUSIONS AND C. LOCATE DECK BUNDLES TO PREVENT OVERLOADING OF 1. NON-LOAD-BEARING STEEL STUD EXTERIOR WALL 1. ALLSTEEL AND GYPSUM PRODUCTS, INC. E. CONSTRUCT CORNERS USING MINIMUM OF THREE STUDS. PANELS. Julianne N Overby RA SUPPORTING MEMBERS. FRAMING. 2. CONSOLIDATED FABRICATORS CORP. 3. 2604 - VOLUNTARY SPECIFICATION, PERFORMANCE 2. STEEL SOFFIT FRAMING. 3. CRACO MANUFACTURING., INC, F. DO NOT SPLICE STUDS. REQUIREMENTS AND TEST PROCEDURES FOR HIGH Architectural and Interior Design D. PLACE DECK PANELS ON SUPPORTING FRAME AND ADJUST TO 3. STEEL CEILING JOIST FRAMING. 4. CUSTOM STUD, INC. PERFORMANCE ORGANIC COATINGS ON ARCHITECTURAL Julianne N. Overby R.A. FINAL POSITION WITH ENDS ACCURATELY ALIGNED AND BEARING 5. DESIGN SHAPES IN STEEL. G. ERECT, BRACE, AND REINFORCE STUD FRAMING TO DEVELOP EXTRUSIONS AND PANELS. ' ON SUPPORTING FRAME BEFORE BEING PERMANENTLY FASTENED.1.2REEERENCES STRENGTH TO ACHIEVE DESIGN REQUIREMENTS. 4. 2605 - VOLUNTARY SPECIFICATION, PERFORMANCE 2452 Pullian Street 6. FRAMETEK STEEL PRODUCTS. DO NOT STRETCH OR CONTRACT SIDE-LAP INTERLOCKS. REQUIREMENTS AND TEST PROCEDURES FOR SUPERIOR Jacksonville Beach, Florida 32250 7. OLMAR SUPPLY INC. 1. ALIGN CELLULAR DECK PANELS OVER FULL LENGTH OF CELL A. AMERICAN IRON AND STEEL INSTITUTE (AISO - 8. QUAIL RUN BUILDING MATERIALS, INC. H. INSTALL HEADERS ABOVE OPENINGS AND INTERMEDIATE PERFORMING ORGANIC COATINGS ON ARCHITECTURAL 904-?04-8628 tiet RUNS AND ALIGN CELLS AT ENDS OF ABUTTING PANELS. SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL 9. SCAFCO CORPORATION. STUDS ABOVE AND BELOW OPENINGS TO ALIGN WITH WALL EXTRUSIONS AND PANELS. Email: ;noverbv7-060- .L.I STUD SPACING. N.C.lz1o�� • FL.AR-0017U(iU• FL.ID-4621 STRUCTURAL MEMBERS. 10.STEEL CONSTRUCTION SYSTEMS. B. AMERICAN WELDING SOCIETY (AWS): E. PLACE DECK PANELS FLAT AND SQUARE AND FASTEN TO 11 . UNITED METAL PRODUCTS, INC. CONSULTANT: SUPPORTING FRAME WITHOUT WARP OR DEFLECTION. B. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7 - i. INSTALL FRAMING BETWEEN STUDS FOR ATTACHMENT OF 1. D1.1/D1.1M - STRUCTURAL WELDING CODE - STEEL. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER B. SUBSTITUTIONS: UNDER PROVISIONS OF DIVISION 1. MECHANICAL AND ELECTRICAL ITEMS, AND TO PREVENT 2. D1.2/D1.2M - STRUCTURAL WELDING CODE - ALUMINUM. F. CUT AND NEATLY FIT DECK PANELS AND ACCESSORIES AROUND STRUCTURESSTUD ROTATION. 3. D1.6/D1.6M STRUCTURAL WELDING CODE - STAINLESS F O R M S P A C E , INC . OPENINGS AND OTHER WORK PROJECTING THROUGH OR 2.2 MATERIALS i STEEL. ADJACENT TO DECK. C. AMERICAN WELDING SOCIETY (AWS) D1.3/D1.3M - I J. LATERALLY BRACE WALLS AT LOCATIONS INDICATED. 200 FIRST STREET SUITE 205 G. PROVIDE ADDITIONAL REINFORCEMENT AND CLOSURE PIECES AT STRUCTURAL WELDING CODE - SHEET STEEL. A. FRAMING MATERIALS: C. ASTM INTERNATIONAL (ASTM): A653M OR A1003 A1003M, GALVANIZED 3.4 INSTALLATION - TRUSSES 1. A36/A36M - STANDARD SPECIFICATION .FOR CARBON NEPTUNE BEACH, FLORIDA 32266 OPENINGS AS REQUIRED FOR STRENGTH, CONTINUITY OF DECK, 1. ASTM A653 / / STRUCTURAL STEEL. design@200firststreet.com AND SUPPORT OF OTHER WORK. D. ASTM INTERNATIONAL (ASTM) SHEET STEEL, 660 COATING CLASS. A. PLACE TRUSSES AT SPACINGS INDICATED. 2. A47/A47M - STANDARD SPECIFICATION FOR FERRITIC 904-535-0270 ph 904-246-8402 fax H. COMPLY WITH AWS REQUIREMENTS AND PROCEDURES FOR 1. A653/A653M - STANDARD SPECIFICATION FOR STEEL 2. FABRICATE COMPONENTS TO ASTM C955. MALLEABLE IRON CASTINGS. MANUAL SHIELDED METAL ARC WELDING, APPEARANCE AND SHEET, ZINC-COATED (GALVANIZED) OR ZINC-IRON 3. STUDS AND JOISTS: SSMA STUD PROFILE, C-S APED, B. MAKE PROVISIONS FOR ERECTION STRESSES. PROVIDE 3. A48/A48M - STANDARD SPECIFICATION FOR GRAY IRON QUALITY OF WELDS, AND METHODS USED FOR CORRECTING ALLOY COATED (GALVANNEALED) BY THE HOT-DIP PUNCHED FOR UTILITY ACCESS. TEMPORARY ALIGNMENT AND BRACING. CASTINGS. WELDING WORK. PROCESS.. 4. TRACKS: 4. A108 - STANDARD SPECIFICATION FOR STEEL BARS, CARBON, a. SSMA STUD TRACK PROFILE, C-SHAPED, SAME GAGE COI_D-FINISHED, STANDARD QUALITY. 5 A123 2. A780 - STANDARD PRACTICE FOR REPAIR OF DAMAGED AND DEPTH AS STUDS, UNPUNCHED. C. SET TRUSSES PARALLEL AND LEVEL; INSTALL LATERAL . ' I. MECHANICAL FASTENERS MAY BE USED IN LIEU OF WELDING TO AND UNCOATED AREAS OF HOT-DIP GALVANIZED BRACING AND BRIDGING AS REQUIRED. /A123M - STANDARD SPECIFICATION FOR ZINC FASTEN DECK. LOCATE MECHANICAL FASTENERS AND INSTALL COATINGS. b. TOP TRACK: DEFLECTION TYPE, DEEP LEG TRACK WITH (HOT-GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS. ACCORDING TO DECK MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. A1003/A1003M - STANDARD SPECIFICATION FOR STEEL SLOTTED SCREW HOLES; PERMIT PLUS OR MINUS �/2 3.5 INSTALLATION TOLERANCES 6. A283 - STANDARD SPECIFICATION FOR LOW AND z SHEET, CARBON, METALLIC- AND NONMETALLIC-COATED INCH MOVEMENT OF OVERHEAD STRUCTURE WITHOUT INTERMEDIATE TENSILE STRENGTH CARBON STEEL PLATES, M 3.3 ROOF-DECK INSTALLATION FOR COLD-FORMED FRAMING MEMBERS. DAMAGE TO FRAMING. A. IN ACCORDANCE WITH ASTM C1007. SHAPES AND BARS. 0 CN 4. C955 - STANDARD SPECIFICATION FOR LOAD-BEARING c. TOP AND BOTTOM TRACK: 1 -1/4 INCH HIGHLEGS. 7. A307 - STANDARD SPECIFICATION FOR CARBON STEEL CN A. FASTEN ROOF-DECK PANELS TO STEEL SUPPORTING MEMBERS EXTERNALLY THREADED STANDARD FASTENERS. co (TRANSVERSE AND AXIAL) STEEL STUDS RUNNERS d. RIM TRACK: PROVIDE CLOSURE FOR ENDS 0' JOISTS. 3.6 FIELD QUALITY CONTROL Q U BY ARC SPOT (PUDDLE) WELDS OF THE SURFACE DIAMETER 8. A354 - STANDARD SPECIFICATION FOR QUENCHED AND (TRACKS), AND BRACING OR BRIDGING FOR SCREW TEMPERED ALLOY STEEL BOLTS, STUDS, AND OTHER INDICATED OR ARC SEAM WELDS WITH AN EQUAL PERIMETER 2.3 ACCESSORIES A. TESTING AND INSPECTION SERVICES: INSPECT AND TEST EXTERNALLY THREADED FASTENERS. ~ �.l ® THAT IS NOT LESS THAN 1-1/2 INCHES LONG, AND AS APPLICATION OF GYPSUM BOARD AND METAL PLASTER / BASES. ABRACINGFURRINGBRIDGING AND WEB STIFFENERS: SHOP AND FIELD WELDS IN ACCORDANCE WITH AWS 9. A500 - STANDARD SPECIFICATION FOR COLD-FORMED z A. , , FOLLOWS: 5. C1007 - STANDARD SPECIFICATION FOR INSTALLATION D1.3/D1.3M. WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING z FORMED SHEET STEEL, THICKNESS DETERMINED BY IN ROUNDS AND SHAPES. ., 1. WELD DIAMETER: 5/8 INCH NOMINAL. OF LOAD BEARING (TRANSVERSE AND AXIAL) STEEL PERFORMANCE REQUIREMENTS SPECIFIED. W J STUDS AND RELATED ACCESSORIES. 3.7 ADJUSTING 10. A501 - STANDARD SPECIFICATION FOR HOT-FORMED WELDED 2. WELD SPACING: WELD EDGE AND INTERIOR RIBS OF DECK 6. C1513 - STANDARD SPECIFICATION FOR STEEL TAPPINGAND SEAMLESS CARBON STEEL STRUCTURAL TUBING. B. PLATES GUSSETS CLIPS: FORMED SHEET STEEL THICKNESS 11. A510 - STANDARD SPECIFICATION FOR GENERAL EACH SUPPORT. SPACE WELDS 18 INCHES APART, MAXIMUM, UNITS WITH A MINIMUM OF TWO WELDS PER DECK UNIT AT SCREWS FOR COLD-FORMED STEEL FRAMING A. CLEAN AND TOUCH UP GALVANIZED COATINGS AT WELDED DETERMINED BY PERFORMANCE REQUIREMENTS SPECIFIED. REQUIREMENTS FOR WIRE RODS AND COARSE ROUND WIRE, I"" W CONNECTIONS. AND ABRADED SURFACES IN ACCORDANCE WITH ASTM GALVANIZED STEEL. z 12 INCHES APART IN THE FIELD OF ROOF AND 6 INCHES A780, ANNEX [Al.] [A2.] [A3.] 12. A666 - STANDARD SPECIFICATION FOR ANNEALED OR CO C0D APART IN ROOF CORNERS AND PERIMETER, BASED ON C. FASTENERS: ASTM C1513; SELF-DRILLING, SELF- APPING ROOF-AREA DEFINITIONS IN D LOSS PREVENTION DATA E. STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA) - SCREWS. COLD-WORKED AUSTENITIC STAINLESS STEEL SHEET, STRIP, MEMBER DIRECTORY. PLATE, AND FLAT BAR. SHEET 1-28. D. TOUCH UP PAINT: SSPC PAINT 20, TYPE I OR II. END OF SECTION 13, A780 - STANDARD PRACTICE FOR REPAIR OF DAMAGED AND 3. WELD WASHERS: INSTALL WELD WASHERS AT EACH WELD F. SOCIETY FOR PROTECTIVE COATINGS (SSPC)- PAINTING UNCOATED AREAS OF HOT-DIP GALVANIZED COATINGS. LOCATION. MANUAL. E. WELDING ELECTRODES: AWS D1.3/D1.3M; TYPE REQUIRED 14. A1008/A1008M - STANDARD SPECIFICATION FOR STEEL, Q ®CD z FOR MATERIALS BEING WELDED. SHEET, COLD-ROLLED, CARBON, STRUCTURAL, HIGH-STRENGTH B. SIDE-LAP AND PERIMETER EDGE FASTENING: FASTEN SIDE LAPS 1.3SUBMITTALS LOW-ALLOY AND HIGH-STRENGTH LOW-ALLOY WITH IMPROVED J AND PERIMETER EDGES OF PANELS BETWEEN SUPPORTS, AT FORMABILITY. INTERVALS NOT EXCEEDING THE LESSER OF ONE-HALF OF THE 2.4 FABRICATION 15. A1011/A1011M - STANDARD SPECIFICATION FOR STEEL, SHEET Uj A. SUBMITTALS FOR REVIEW: AND STRIP, HOT-ROLLED, CARBON, STRUCTURAL, SPAN OR 18 INCHES AND AS FOLLOWS: 1. SHOP DRAWINGS: INDICATE FRAMING LAYOUT, A. FRAMING COMPONENTS MAY BE PREFABRICATED USING HIGH-STRENGTH, LOW-ALLOY AND HIGH-STRENGTH o 1. MECHANICALLY FASTEN WITH SELF-DRILLING, NO. 10 COMPONENTS, CONNECTIONS, FASTENINGS, AND TEMPLATES. LOW-ALLOY WITH IMPROVED FORMABILITY. DIAMETER OR LARGER, CARBON-STEEL SCREWS. PERTINENT DETAILS. 16. 13209 - STANDARD SPECIFICATION FOR ALUMINUM AND 2. PRODUCT DATA: INDICATE FRAMING COMPONENTS, SIZES, ALUMINUM-ALLOY SHEET AND PLATE. C. END BEARING: INSTALL DECK ENDS OVER SUPPORTING FRAME MATERIALS, FINISHES, AND ACCESSORIES. PART 3 EXECUTION 17. 13221 - STANDARD SPECIFICATION FOR ALUMINUM AND WITH A MINIMUM END BEARING OF 1-1/2 INCHES WITH END B. QUALITY CONTROL SUBMITTALS: ALUMINUM-ALLOY EXTRUDED BARS, RODS, WIRE, PROFILES, PROJECT NUMBER: 15111 JOINTS AS FOLLOWS: 1. CERTIFICATES OF COMPLIANCE: CERTIFICATE FROM 3.1INSTALLATION - GENERAL AND TUBES. 1. END JOINTS: LAPPED 2 INCHES MINIMUM PROFESSIONAL STRUCTURAL ENGINEER RESPONSIBLE FOR 18. 13241 - STANDARD SPECIFICATION FOR ALUMINUM-ALLOY DATE ISSUED: FEBRUARY 5, 2017 SYSTEM DESIGN THAT SYSTEM WAS DESIGNED IN A. INSTALL FRAMING COMPONENTS IN ACCORDANCE -I�ITH ASTM SEAMLESS PIPE AND SEAMLESS EXTRUDED TUBE. D. MISCELLANEOUS ROOF-DECK ACCESSORIES: INSTALL RIDGE AND ACCORDANCE WITH CONTRACT DOCUMENT REQUIREMENTS, C1007, MANUFACTURER'S INSTRUCTIONS, AND APPROVED 19. E985 - STANDARD SPECIFICATION FOR PERMANENT METAL REVISIONS: VALLEY PLATES, FINISH STRIPS, END CLOSURES, AND APPLICABLE BUILDING CODE, AND GENERALLY ACCEPTED SHOP DRAWINGS. RAILING SYSTEMS AND RAILS FOR BUILDIINGS. REINFORCING CHANNELS ACCORDING TO DECK MANUFACTURER'S ENGINEERING PRACTICES. 2. WELDER CERTIFICATIONS: AS REQUIRED BY AWS D. NATIONAL ASSOCIATION OF ARCHITECTURAL METAL WRITTEN INSTRUCTIONS. MECHANICALLY FASTEN TO SUBSTRATE B. WELDING: IN ACCORDANCE WITH AWS D1.3/D1.3M. MANUFACTURERS (NAAMM): TO PROVIDE A COMPLETE DECK INSTALLATION. D1 .3/D1 .3M. 1. AMP 503 - FINISHES FOR STAINLESS STEEL. 1, WELD COVER PLATES AT CHANGES IN DIRECTION OF C. MAKE PROVISIONS FOR ERECTION STRESSES. PROVIDE 2. MBG 531 - METAL BAR GRATING MANUAL. ROOF-DECK PANELS UNLESS OTHERWISE INDICATED. 1.4QUALITY ASSURANCE TEMPORARY ALIGNMENT AND BRACING. E. SOCIETY FOR PROTECTIVE COATINGS (SSPC) - PAINTING MANUAL. E. FLEXIBLE CLOSURE STRIPS: INSTALL FLEXIBLE CLOSURE STRIPS A. MANUFACTURER: CURRENT MEMBER OF SSMA. 3.2 INSTALLATION - AXIALLY LOADED STUD FRAMING OVER PARTITIONS, WALLS, AND WHERE INDICATED. INSTALL WITH (SECTION CONTINUED ON S.08) ADHESIVE ACCORDING TO MANUFACTURER'S WRITTEN A. PLACE TOP AND BOTTOM TRACKS IN STRAIGHT LIf1ES WITH SHEET TITLE INSTRUCTIONS TO ENSURE COMPLETE CLOSURE. B. INSTALLER QUALIFICATIONS: MINIMUM 10 YEARS ENDS BUTTED. FASTEN TRACKS AT MAXIMUM 12 (INCHES DOCUMENTED EXPERIENCE IN WORK OF THIS SECTION. ON CENTER. 3.4 FIELD QUALITY CONTROL C. CALCULATE STRUCTURAL PROPERTIES OF FRAMING MEMBERS B. PLACE STUDS AT SPACING INDICATED AND NOT MORE THAN SPECIFICATIONS A. TESTING AGENCY: ENGAGE A QUALIFIED TESTING AGENCY TO IN ACCORDANCE WITH AISI SPECIFICATIONS. 2 INCHES FROM ABUTTING WALLS AND AT EACH IDE OF PERFORM TESTS AND INSPECTIONS. D. DESIGN FRAMING UNDER THE DIRECT SUPERVISION OF A OPENINGS. B. FIELD WELDS WILL BE SUBJECT TO INSPECTION. PROFESSIONAL STRUCTURAL ENGINEER WITH MINIMUM 2 C. CONNECT STUDS TO TOP AND BOTTOM TRACKS. C. PREPARE TEST AND INSPECTION REPORTS. YEARS DOCUMENTED EXPERIENCE IN THE WORK OF THIS SECTION AND LICENSED IN THE STATE IN WHICH THED. CONSTRUCT CORNERS USING MINIMUM OF THREE STUDS. Luis A Pontigo PE 3.5 PROTECTION PROJECT IS LOCATED. FEB 0 5 2017 E. DESIGN EXTERIOR WALL STUD SYSTEM AND ROOF TRUSSES E. DO NOT SPLICE STUDS. � SHEET NUMBER A. GALVANIZING REPAIRS: PREPARE AND REPAIR DAMAGED ss7� TO WITHSTAND: " P GALVANIZED COATINGS ON BOTH SURFACES OF DECK WITH F. ERECT, BRACE, AND REINFORCE STUD FRAMING TO DEVELOP .��•``°P, PON 1 LIVE AND DEAD LOADS IN ACCORDANCE WITH BUILDING '°C ,.• GALVANIZED REPAIR PAINT ACCORDING TO ASTM A 780/A 780M STRENGTH TO ACHIEVE DESIGN REQUIREMENTS. C,�NSE••.,O - AND MANUFACTURER'S WRITTEN INSTRUCTIONS. CODE. ��v.:'�� "" n Lou Ponti3o and 2. WIND PRESSURE LOADS IN ACCORDANCE WITH ASCE 7. G. INSTALL HEADERS ABOVE OPENINGS AND INTERMEDIATE No.5� A s s o c i a t e s, I n c B. REPAIR PAINTING: WIRE BRUSH AND CLEAN RUST SPOTS, WELDS, 3. MOVEMENT CAUSED BY AN AMBIENT TEMPERATURE STUDS ABOVE AND BELOW OPENINGS TO ALIGN W TH WALL = 1 STRUCTURAL AND ABRADED AREAS ON BOTH SURFACES OF PRIME-PAINTED RANGE OF 120 DEGREES F AND A SURFACE _ k SOm7 TEMPERATURE RANGE OF 160 DEGREES F. DECK IMMEDIATELY AFTER INSTALLATION, AND APPLY REPAIR STUD SPACING. _ p,T OF .�� ENG 1 N E E R S ,o PAINT. 4. MAXIMUM DEFLECTION UNDER LOADING: L 240 WITHOUT --'-- `S'p` �� ••����'' 420 Osceola Avenue 1. APPLY REPAIR PAINT, OF SAME COLOR AS ADJACENT SHEATHING MATERIALS. '' ,,,,,�5 Jacksonville beach, FL 32250 N A� SHOP-PRIMED DECK, TO BOTTOM SURFACES OF DECK "" "'"�� Ph. 904-2SC: CA 8 PERMIT SET ;. 4 AFL: CA # 8344 SC: CA# 3579 www.lp-a.com i i (SECTION CONTINUED FROM S.07) SPECIFICATIONS� _ (SECTION CONTINUED) 2. PRECAST CONCRETE TREADS. ZINC-COATED ANCHOR BOLTS FOR EXTERIOR STAIRS. C. ALUMINUM: MILL FINISH. E. FIT EXPOSED CONNECTIONS ACCURATELY TOGETHER TO FORM 1.3 SYSTEM DESCRIPTION3. EPDXY-RESIN-FILLED STAIR TREADS. D. POST-INSTALLED ANCHORS: CHEMICAL ANCHORS CAPABLE HAIRLINE JOINTS. WELD CONNECTIONS THAT ARE NOT TO BE PART 3 EXECUTION OF SUSTAINING, WITHOUT FAILURE, A LOAD EQUAL TO SIX LEFT AS EXPOSED JOINTS BUT CANNOT BE SHOP WELDED A. MINIMUM DESIGN LOADS: 4. NONSLIP AGGREGATES AND NONSLIP-AGGREGIATE TIMES THE LOAD IMPOSED WHEN INSTALLED IN UNIT BECAUSE OF SHIPPING SIZE LIMITATIONS. DO NOT WELD, CUT, 1. PEDESTRIAN LOADING: 3.1 INSTALLATION FINISHES. MASONRY AND FOUR TIMES THE LOAD IMPOSED WHEN OR ABRADE SURFACES OF EXTERIOR UNITS THAT HAVE BEEN a. UNIFORM LOAD OF 100 PSF. INSTALLED IN CONCRETE, AS DETERMINED BY TESTING HOT-DIP GALVANIZED AFTER FABRICATION AND ARE FOR b. CONCENTRATED LOAD OF 300 POUNDS. A. INSTALL ITEMS IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. 5. ABRASIVE NOSINGS, ACCORDING TO ASTM E 488/E 488M, CONDUCTED BY A BOLTED OR SCREWED FIELD CONNECTIONS. c. MAXIMUM DEFLECTION UNDER LOADING: L/180, B. INSTALL COMPONENTS PLUMB, LEVEL, AND RIGID. 6. PAINT PRODUCTS. QUALIFIED INDEPENDENT TESTING AGENCY. 2. GUARD RAILS AND HANDRAILS: C. WELDING: AWS D1.1/D1.lM. GRIND AND FILL EXPOSED WELDS; F. FIELD WELDING: COMPLY WITH REQUIREMENTS FOR WELDING a. 50 POUNDS PER LINEAR FOOT APPLIED IN ANY DIRECTION FINISH SMOOTH AND FLUSH. B. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, IN "FABRICATION, GENERAL" ARTICLE. AT TOP, TRANSFERRED VIA ATTACHMENTS AND SUPPORTS D. INSTALL SLEEVED COMPONENTS WITH ANCHORING CEMENT. DETAILS, AND ATTACHMENTS TO OTHER WORK. 2.4 MISCELLANEOUS MATERIALS �r TO BUILDING STRUCTURE. LEAD- AND G. PLACE AND FINISH CONCRETE FILL FOR TREADS AND b. CONCENTRATED 200 POUND LOAD APPLIED IN ANY E. PREVENT CONTACT OF EXTERIOR ALUMINUM AND DISSIMILAR C. DELEGATED-DESIGN SUBMITTAL: FOR STAIRS AN RAILINGS, CHROA. UNIVERSAL SHOP PRIMER: FAST-CURING, PLATFORMS TO COMPLY WITH SECTION 033000 AT#SOUTHERN BISTRO 8 DIRECTION AT ANY POINT ALONG TOP, TRANSFERRED VIA METALS BY USE OF ZINC RICH PAINT, BITUMINOUS COATING, OR INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE COMPLI ING WITH #VERBAL MODIFIED AEKWI PRIMER "CAST-IN-PLACE CONCRETE." ----- - ---_- __ .. _.-. -.:- -- .--_--. .. .__11 ATTACHMENTS AND SUPPORTS TO BUILDING STRUCTURE. NON-ABSORPTIVE GASKETS. QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE- FOR THEIR H MPI#79 AND COMPATIBL TH TOPCOAT. c. MAXIMUM DEFLECTION UNDER LOADING: L/120. PREPARATION. 1. USE PRIMER CONTAINING PIGMENTS THAT MAKE IT EASILY 1. INSTALL ABRASIVE NOSINGS WITH ANCHORS FULLY 303 Atlantic Blvd. 3. CONCENTRATED AND UNIFORM LOADS DO NOT NEED TO BE 3.2ADJUSTING DISTINGUISHABLE FROM ZINC-RICH PRIMER. WI TH. IN CONCRETE. CENTER NOSINGS ON TREAD Atlantic Beach APPLIED SIMULTANEOUSLY. � FL 32233 4. PERFORM DESIGN UNDER DIRECT SUPERVISION OF 1.5 INFORMATIONAL SUBMITTALS A. CLEAN AND TOUCH UP DAMAGED PRIMER PAINT WITH SAME B. SHOP PRIMER FOR GALVANIZED STEEL: PRIMER FORMULATED H. INSTALL PRECAST CONCRETE TREADS WITH ADHESIVE PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN STATE IN PRODUCT AS APPLIED IN SHOP. A. WELDING CERTIFICATES. FOR EXTERIOR USE OVER ZINC-COATED METAL AND SUPPLIED BY MANUFACTURER. WHICH PROJECT IS LOCATED, WITH MINIMUM 2 YEARS COMPATIBLE WITH FINISH PAINT SYSTEMS INDICATED. EXPERIENCE IN WORK OF THIS SECTION. B. CLEAN AND TOUCH UP GALVANIZED COATINGS AT WELDED AND B. PAINT COMPATIBILITY CERTIFICATES: FROM MANUFACTURERS ARCHITECT: ABRADED SURFACES IN ACCORDANCE WITH ASTM A780, ANNEX OF TOPCOATS APPLIED OVER SHOP PRIMERS CERTIFYING C. GALVANIZING REPAIR PAINT: HIGH-ZINC-DUST-CONTENT 3.2 INSTALLING RAILINGS B. FABRICATE GUARD RAILS AND HANDRAILS IN ACCORDANCE WITH Al. THAT SHOP PRIMERS ARE COMPATIBLE WITH TO COATS. PAINT COMPLYING WITH SSPC-PAINT 20 AND COMPATIBLE ASTM E985. i WITH PAINTS SPECIFIED TO BE USED OVER IT. A. ADJUST RAILING SYSTEMS BEFORE ANCHORING TO ENSURE Julianne N. Overby, RA 3.3SCHEDULE 1.6 QUALITY ASSURANCE MATCHING ALIGNMENT AT ABUTTING JOINTS. SPACE POSTS Architectural and Interior Design 1.4 SUBMITTALS D. BITUMINOUS PAINT: COLD-APPLIED ASPHALT EMULSION AT SPACING INDICATED OR, IF NOT INDICATED, AS REQUIRED A. THIS SCHEDULE INCLUDES PRINCIPAL ITEMS ONLY; REFER TO A. INSTALLER QUALIFICATIONS: FABRICATOR OF PRODUCTS. COMPLYING WITH ASTM D 1187/D 1187M. BY DESIGN LOADS. PLUMB POSTS IN EACH DIRECTION. Tuliannc N. Overby, R.A. A. SUBMITTALS FOR REVIEW: DRAWINGS FOR ADDITIONAL ITEMS NOT LISTED. SECURE POSTS AND RAIL ENDS TO BUILDING CONSTRUCTION 2452 Pullian Street 1. SHOP DRAWINGS: SHOW DIMENSIONS, METAL THICKNESSES, B. WELDING QUALIFICATIONS: QUALIFY PROCEDURES AND E. CONCRETE MATERIALS AND PROPERTIES: COMPLY WITH AS FOLLOWS: Jacksonville Beach,Florida 32250 FINISHES, JOINTS, ATTACHMENTS, AND RELATIONSHIP OF WORK B. GUARD RAILS AND HANDRAILS: PERSONNEL ACCORDING TO THE FOLLOWING: REQUIREMENTS IN SECTION 033000 CAST-IN-PLACE 904-704-8628 TO ADJACENT CONSTRUCTION. 1. FABRICATE FROM STEEL PIPE OR TUBE STOCK OF SIZES AND CONCRETE" FOR NORMAL-WEIGHT AIR-ENTRAINED 1. ANCHOR POSTS TO STEEL BY WELDING TO STEEL TYPES INDICATED. 1. AWS D1.1 /D1.1 M, "STRUCTURAL WELDING COD - STEEL." READY-MIX CONCRETE WITH A MI 'MINIMUM 28-DAY SUPPORTING MEMBERS. Email: inoti=erb),natt.n I 2. MAKE BENDS UNIFORM AND FREE FROM BUCKLES AND OTHER N.C.izio�� . FL.�x-nol�u��u. FL ID-4621 B. QUALITY CONTROL SUBMITTALS: COMPRESSIVE STRENGTH OF 3000 PSI UNLESS OTHERWISE 1. CERTIFICATE OF COMPLIANCE FROM PROFESSIONAL DEFECTS. 2. AWS D1.3/D1.3M, STRUCTURAL WELDING CO E - SHEET INDICATED. 2. ANCHOR HANDRAIL ENDS TO CONCRETE AND MASONRY CONSULTANT: STRUCTURAL ENGINEER PERFORMING SYSTEM DESIGN. 3. CUT INTERSECTIONS SQUARE TO WITHIN 2 DEGREES AND TO STEEL. WITH STEEL ROUND FLANGES WELDED TO RAIL ENDS AND LENGTH WITHIN 1/8 INCH. REMOVE BURRS FROM CUT ENDS. F. NONSLIP-AGGREGATE CONCRETE FINISH: FACTORY-PACKAGED ANCHORED WITH POSTINSTALLED ANCHORS AND BOLTS. 1.5QUALITY ASSURANCE 4. MITER AND COPE INTERSECTIONS WITHIN 2 DEGREES, FIT TO PART 2 - PRODUCTS ABRASIVE AGGREGATE MADE FROM FUSED, ALUMINUM-OXIDE B. ATTACH HANDRAILS TO WALL WITH WALL BRACKETS. LOCATE FO R M S P A C E , INC WITHIN 1/8 INCH. GRITS OR CRUSHED EMERY; RUSTPROOF AND NONGLAZING; BRACKETS AS INDICATED OR, IF NOT INDICATED, AT SPACING A. FABRICATOR QUALIFICATIONS: MINIMUM 5 YEARS EXPERIENCE IN 5. CONTINUOUSLY WELD CONNECTIONS. 2.1 PERFORMANCE REQUIREMENTS UNAFFECTED BY FREEZING, MOISTURE, OR CLEANING REQUIRED TO SUPPORT STRUCTURAL LOADS. SECURE WALL 200 FIRST STREET SUITE 205 WORK OF THIS SECTION. 6. WHERE LENGTH EXCEEDS THAT SUITABLE FOR SHIPPING AND MATERIALS. BRACKETS TO BUILDING CONSTRUCTION NEPTUNE BEACH, FLORIDA 32266 HANDLING, FABRICATE IN SECTIONS WITH CONCEALED A. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL INTERNAL SLEEVES FORMING SLIP JOINTS. EXTEND SLEEVESENGINEER AS DEFINED IN SECTION 014000 "QUALITY G. WELDED WIRE REINFORCEMENT. ASTM A 185/A 185M, 6 BY 6 1. FOR CONCRETE AND SOLID MASONRY ANCHORAGE USE AND GRIND SMOOTH. design(aa�.200firststreet.com 1.6 DELIVERY, STORAGE AND HANDLING MINIMUM 2 INCHES ON BOTH SIDES OF JOINT; FIELD WELD REQUIREMENTS," TO DESIGN STAIRS AND RAILIN S. INCHES W1.4 BY W1.4, UNLESS OTHERWISE INDICATED. DRILLED-IN EXPANSION SHIELDS AND HANGER OR LAG 904-535-0270 ph 904-246-8402 fax BOLTS. A. STORE STEEL ABOVE GROUND ON PLATFORMS, SKIDS, OR OTHER B. STRUCTURAL PERFORMANCE OF STAIRS: METAL STAIRS 2.5 FABRICATION, GENERAL SUPPORTS; SEPARATE WITH WOODEN SEPARATORS. SHALL WITHSTAND THE EFFECTS OF GRAVITY LO DS AND 2. FOR HOLLOW MASONRY ANCHORAGE, USE TOGGLE BOLTS. B. PROTECT STEEL FROM CORROSION. C. NOSINGS FOR EXTERIOR CONCRETE STEPS: 1 INCH NOSING. THE FOLLOWING LOADS AND STRESSES WITHIN LIMITS AND A. PROVIDE COMPLETE STAIR ASSEMBLIES, INCLUDING METAL C. PREVENT DAMAGE TO [PRIME COAT] [AND] [GALVANIZED UNDER CONDITIONS INDICATED: FRAMING, HANGERS, STRUTS, RAILINGS, CLIPS, BRACKETS, 3. FOR WOOD STUD PARTITIONS, USE HANGER OR LAG COATINGS]. D. BOLLARDS: BEARING PLATES, AND OTHER COMPONENTS NECESSARY TO BOLTS SET INTO STUDS OR WOOD BACKING BETWEEN • 1. FABRICATE FROM STEEL PIPE OF SIZES INDICATED. 1. UNIFORM LOAD: 100 LBF/SQ. FT.. SUPPORT AND ANCHOR STAIRS AND PLATFORMS ON STUDS. COORDINATE WITH CARPENTRY WORK TO LOCATE 2. SET INTO CONCRETE FOOTING. SUPPORTING STRUCTURE. BACKING MEMBERS. Z \ CY) PART 2 PRODUCTS 3. FILL PIPE WITH CONCRETE; ROD TO CONSOLIDATE. DOME TOP 2. CONCENTRATED LOAD: 300 LBF APPLIED ON AN AREA •/ CO TO SHED WATER. OF 4 SQ. IN. ! 1. JOIN COMPONENTS BY WELDING UNLESS OTHERWISE 4. FOR STEEL-FRAMED PARTITIONS, USE HANGER OR LAG 0 J N 2.1 MATERIALS - STEEL INDICATED. BOLTS SET INTO WOOD BACKING BETWEEN STUDS. 3. UNIFORM AND CONCENTRATED LOADS NEED N OT BE COORDINATE WITH STUD INSTALLATION TO LOCATE �- N A. SHAPES: ASTM A36/A36M. ASSUMED TO ACT CONCURRENTLY. 2. USE CONNECTIONS THAT MAINTAIN STRUCTURAL VALUE BACKING MEMBERS. Q U co B. PLATE: ASTM A283. END OF SECTION OF JOINED PIECES. 4. STAIR FRAMING: CAPABLE OF WITHSTANDING STRESSES 5. FOR STEEL-FRAMED PARTITIONS, USE SELF-TAPPING > C. SHEET: ASTM A1008/A1008M. RESULTING FROM RAILING LOADS IN ADDITION TO LOADS B. PREASSEMBLED STAIRS: ASSEMBLE STAIRS IN SHOP TO SCREWS FASTENED TO STEEL FRAMING OR TO CONCEALED O Z �- D. PIPE: ASTM A501. SPECIFIED ABOVE. GREATEST EXTENT POSSIBLE. DISASSEMBLE UNITS ONLY AS STEEL REINFORCEMENTS. E. TUBE: ASTM A500, NECESSARY FOR SHIPPING AND HANDLING LIMITATIONS. Z < •- F. BARS: ASTM A108. 5. LIMIT DEFLECTION OF TREADS, PLATFORMS, AND FRAMING CLEARLY MARK UNITS FOR REASSEMBLY AND COORDINATED 6. FOR STEEL-FRAMED PARTITIONS, USE TOGGLE BOLTS W ___I SECTION 055113 - METAL PAN STAIRS MEMBERS TO L/360 OR 1/4 INCH, WHICHEVERIS LESS. INSTALLATION. INSTALLED THROUGH FLANGES OF STEEL FRAMING OR P 1 2.2MATERIALS - CAST IRON THROUGH CONCEALED STEEL REINFORCEMENTS, U C. STRUCTURAL PERFORMANCE OF RAILINGS: RAILINGS SHALL C. CUT, DRILL, AND PUNCH METALS CLEANLY AND ACCURATELY. A. CAST IRON: ASTM A48/A48M, CLASS 30, OR ASTM A47/A47M. PART 1 - GENERAL WITHSTAND THE EFFECTS OF GRAVITY LOADS AND THE REMOVE BURRS AND EASE EDGES TO A RADIUS OF END OF SECTION 055113 (y) W FOLLOWING LOADS AND STRESSES WITHIN LIMITS AND UNDER APPROXIMATELY 1 /32 INCH UNLESS OTHERWISE INDICATED. Z 2.3MATERIALS - ALUMINUM 1.1 RELATED DOCUMENTS CONDITIONS INDICATED: REMOVE SHARP OR ROUGH AREAS ON EXPOSED SURFACES. 0 C0 A. EXTRUSIONS: ASTM B221, 6063-T5 ALLOY AND TEMPER. A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, 1. HANDRAILS AND TOP RAILS OF GUARDS: D. FORM BENT-METAL CORNERS TO SMALLEST RADIUS POSSIBLE (y) U B. SHEET: ASTM B209, ALLOY AND TEMPER BEST SUITED TO INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND WITHOUT CAUSING GRAIN SEPARATION OR OTHERWISE CO APPLICATION. DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THIS a. UNIFORM LOAD OF 50 LBF/FT. APPLIED IN ANY IMPAIRING WORK. C. PIPE: ASTM B241, EXTRUDED, ANODIZING QUALITY, 6063 SECTION. DIRECTION. Q c Z ALUMINUM PIPE, SCHEDULE 40. b. CONCENTRATED LOAD OF 200 LBF APPLIE IN ANY E. FORM EXPOSED WORK WITH ACCURATE ANGLES AND � Q 1.2 SUMMARY DIRECTION. SURFACES AND STRAIGHT EDGES. J 2.4ACCESSORIES A. SECTION INCLUDES: c. UNIFORM AND CONCENTRATED LOADS NEED NOT BE F. WELD CONNECTIONS TO COMPLY WITH THE FOLLOWING: w 0 A. EXPOSED SCREWS: SAME MATERIAL AS METAL BEING FASTENED; 1. PREASSEMBLED STEEL STAIRS WITH CONCRETE-FILLED ASSUMED TO ACT CONCURRENTLY. 1. USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION PHILLIPS FLAT HEAD, COUNTERSUNK, UNLESS NOTED OTHERWISE. TREADS. 2. INFILL OF GUARDS: AND DEVELOP STRENGTH AND CORROSION RESISTANCE OF ( , B. BOLTS: ASTM A307, HEXAGONAL HEAD TYPE. BASE METALS. v C. PRIMER PAINT: SSPC PAINT 15, TYPE 1, RED OXIDE. 2. STEEL TUBE RAILINGS ATTACHED TO METAL STAIRS. a. CONCENTRATED LOAD OF 50 LBF APPLIED 2. OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP. D. ANCHORING CEMENT: TWO COMPONENT EPDXY TYPE. 3. STEEL TUBE HANDRAILS ATTACHED TO WALLS ADJACENT HORIZONTALLY ON AN AREA OF 1 SQ. FT. TO METAL STAIRS. b. INFILL LOAD AND OTHER LOADS NEED NOT BE 3. REMOVE WELDING FLUX IMMEDIATELY. PROJECT NUMBER: 15111 2.5FABRICATION ASSUMED TO ACT CONCURRENTLY. 4. WELD EXPOSED CORNERS AND SEAMS CONTINUOUSLY 4. RAILING GATES AT THE LEVEL OF EXIT DISCHARGE. DATE ISSUED: FEBRUARY 5, 2017 A. FIT AND SHOP ASSEMBLE ITEMS IN LARGEST PRACTICAL UNLESS OTHERWISE INDICATED. SECTIONS, FOR DELIVERY TO SITE. B. RELATED REQUIREMENTS: 2.2 METALS REVISIONS: B. FABRICATE ITEMS WITH JOINTS TIGHTLY FITTED AND SECURED, G. FORM EXPOSED CONNECTIONS WITH HAIRLINE JOINTS, FLUSH C. GRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH ADJACENT 1. SECTION 033000 "CAST-IN-PLACE CONCRETE" FOR A. METAL SURFACES, GENERAL: PROVIDE MATERIAL WITH AND SMOOTH, USING CONCEALED FASTENERS WHERE FINISH SURFACE, MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, CONCRETE FILL FOR STAIR TREADS AND PLATFORMS. SMOOTH, FLAT SURFACES UNLESS OTHERWISE INDICATED. POSSIBLE. WHERE EXPOSED FASTENERS ARE REQUIRED, USE AND HAIRLINE. EASE EXPOSED EDGES TO SMALL UNIFORM 2. SECTION 051200 "STRUCTURAL STEEL FRAMING " FOR FOR COMPONENTS EXPOSED TO VIEW IN THE COMPLETED PHILLIPS FLAT-HEAD COUNTERSUNK SCREWS OR BOLTS RADIUS. WORK, PROVIDE MATERIALS WITHOUT SEAM MARKS, ROLLER UNLESS OTHERWISE INDICATED. LOCATE JOINTS WHERE LEAST D. EXPOSED MECHANICAL FASTENINGS: FLUSH COUNTERSUNK PIPE AND TUBE RAILINGS. MARKS, ROLLED TRADE NAMES, OR BLEMISHES. CONSPICUOUS. SCREWS OR BOLTS, UNOBTRUSIVELY LOCATED, CONSISTENT WITH DESIGN OF COMPONENT EXCEPT WHERE SPECIFICALLY NOTED 1.3 COORDINATION B. STEEL PLATES, SHAPES, AND BARS: ASTM A 3 /A 36M. PART 3 - EXECUTION OTHERWISE. A. COORDINATE SELECTION OF SHOP PRIMERS WITH TOPCOATS C. STEEL TUBING: ASTM A 500. E. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS. FABRICATE ANCHORS AND RELATED COMPONENTS TO BE APPLIED OVER THEM. COMPLY WITH PAINT AND 31 INSTALLING METAL PAN STAIRS D. CAST IRON: EITHER GRAY IRON ASTM A 48/A 8M . OR SHEET TITLE OF SAME MATERIAL AND FINISH AS FABRICATION, EXCEPT WHERE COATING MANUFACTURERS' WRITTEN RECOMMENDATIONS TO MALLEABLE IRON ASTM A 47/A 47M UNLESS THERWISE A. FASTENING TO IN-PLACE CONSTRUCTION: PROVIDE , go PE SPECIFICALLY NOTED OTHERWISE. ENSURE THAT SHOP PRIMERS AND TOPCOATS ARE uis A Ponti INDICATED. ANCHORAGE DEVICES AND FASTENERS WHERE NECESSARY F. CONCEAL FASTENINGS WHERE POSSIBLE. COMPATIBLE WITH ONE ANOTHER. FOR SECURING METAL STAIRS TO IN-PLACE CONSTRUCTION. FEB,j9 �5 2017 G. WELDING TO CONFORM TO AWS [D1.1/D1.lM] [D1.2/D1.2M] E. GALVANIZED-STEEL SHEET: ASTM A 653/A 653 , G90 INCLUDE THREADED FASTENERS FOR CONCRETE AND [D1.6/D1.6M . B. COORDINATE INSTALLATION OF ANCHORAGES FOR METAL .. " �{„ SPECIFICATIONS ] COATING, STRUCTURAL STEEL, GRADE 33, UNLESS ANOTHER MASONRY INSERTS THROUGH-BOLTS, LAG BOLTS, AND °� �•�• � ; S 1. USE WELDS FOR PERMANENT CONNECTIONS WHERE POSSIBLE. STAIRS. FURNISH SETTING DRAWINGS TEMPLATES AND �5..•• G GRIND EXPOSED WELDS SMOOTH. DIRECTIONS FOR INSTALLING ANCHORAGES, INCLUDING GRADE IS REQUIRED BY DESIGN LOADS. OTHER CONNECTORS. ;-'��:•��GENSF''•;C� -° 2. TACK WELDS PROHIBITED ON EXPOSED SURFACES. SLEEVES, CONCRETE INSERTS, ANCHOR BOLTS, AND ITEMS B. CUTTING, FITTING, AND PLACEMENT: PERFORM CUTTING, = No.53311 WITH INTEGRAL ANCHORS, THAT ARE TO BE EMBEDDED IN 2.3 FASTENERS = DRILLING, AND FITTING REQUIRED FOR INSTALLING METAL - 2.61FINISHES CONCRETE OR MASONRY. DELIVER SUCH ITEMS TO PROJECT A. GENERAL: PROVIDE ZINC-PLATED FASTENERS Wil H COATING STAIRS. SET UNITS ACCURATELY IN LOCATION ALIGNMENT = ? S T F ;Mcr SITE IN TIME FOR INSTALLATION. COMPLYING WITH ASTM B 633 OR ASTM F 1941 AND ELEVATION MEASURED FROM ESTABLISHED LINES AND �'•• ' <C, A. EXTERIOR FERROUS METAL: GALVANIZED; ASTM A123/A123M, TO '� p '•. <p ©.:` �`,,� 2.000NCES PER SQUARE FOOT. C. COORDINATE LOCATIONS OF HANGER RODS AND STRUTS WITH CLASS FE/ZN 12 FOR EXTERIOR USE, AND CLASS FE/ZN 5 LEVELS AND FREE OF RACK. FS �� ,•' SHEET NUMBER OTHER WORK SO THAT THEY DO NOT ENCROACH ON WHERE BUILT INTO EXTERIOR WALLS. SELECT FASTENERS FOR .,, dAl� ,,,,'', B. INTERIOR FERROUS METAL: REQUIRED STAIR WIDTH AND ARE WITHIN THE TYPE, GRADE, AND CLASS REQUIRED. C. INSTALL METAL STAIRS BY WELDING STAIR FRAMING TO 1. SHOP PAINTED EXCEPT STEEL TO BE ENCASED IN CONCRETE FIRE-RESISTANCE-RATED STAIR ENCLOSURE. STEEL STRUCTURE OR TO WELD PLATES CAST INTO B. BOLTS AND NUTS: REGULAR HEXAGON-HEAD BOLTS, CONCRETE UNLESS OTHERWISE INDICATED. AND SURFACES TO BE WELDED. ASTM A 307 GRADE A WITH HEX NUTS ASTM 563• AND S"= ° " ' ' Lou P o n t i 3 o and d 2. SURFACE PREPARATION: SSPC SP2 - HAND TOOL CLEANING 1.4 ACTION SUBMITTALS WHERE INDICATED, FLAT WASHERS. D. PROVIDE TEMPORARY BRACING OR ANCHORS IN FORMWORK Associates, Inc. OR SP3 - POWER TOOL CLEANING. FOR ITEMS THAT ARE TO BE BUILT INTO CONCRETE, SOm8 3. APPLICATION: ONE COAT; FOLLOW COATING MANUFACTURER'S A. PRODUCT DATA: FOR METAL PAN STAIRS AND THE C. ANCHOR BOLTS: ASTM F 1554, GRADE 36, OF DIMENSIONS MASONRY, OR SIMILAR CONSTRUCTION. ° S T R U C T U R A L ENGINEERS INSTRUCTIONS. FOLLOWING: INDICATED; WITH NUTS, ASTM A 563 (ASTM A 63M); AND, 4. MINIMUM DRY FILM THICKNESS: 2.0 MILS. 1. PREFILLED METAL-PAN-STAIR TREADS. WHERE INDICATED, FLAT WASHERS. 420 Osceola Avenue Jacksonville beach, FL 32250 1. 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THE ACTUAL AS-BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATEDfrri � . IN THESE DRAWINGS, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ~`' -- ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY ° SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT EXISTING NEW THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE // \\ STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY ` i \\ OF THE CONTRACTOR. iyRl' IjBAR EXPANSION JOINT �� I I 303 Atlantic Blvd. Atlantic Beach, FL 32233 \\\ AA /// SIM. NEW MASONRY ARCHITECT: 5 LINTEL © B T. T\\ S4.2 Overby, RA COURSES 0 JU.11a111r1e y' SI M. PARAPET III III III Architectural and Interior Design TRUSS TO TRUSS CONNECTION BY STEEL SIM. 4 Julianne N. Overby, R.A. JOIST FABRICATOR. SUBMIT SHOP 4 DRAWINGS FOR REVIEW AND APPROVALS4.2 ! S4.2 2452 Pullian Street w STEEL BEAM TO 90 Jacksonville each, Florida 32250 U -- STEEL BEAM SPAN DIRECTION OF SPAN DIRECTION OF i 10K1 Q CMU WALL, TO CMU WALL, EXISTING POURED w SEE 3/S4.4(TYP. Email: inoverby�a att.net EXISTING METAL DECKING cn SEE 3/S4.4 N.<:.ia1o� FL.ax-oo17060. FL.zD-4r;zi (TYP.) it SIM. 3 N EA END) ,� - -� . GYPSUM (TYP.) (TYP. EA END) CONSULTANT: a. I S4.3 1OK1 D SIM. 2 EQUAL' SP'ACES _.. CY SIM. - w ELEVATOR D I t A~ 4 5 2 EQUAL S4.2 S4.2 2C - 1 FORM SPACE , INC I I I I !SPACES __._. �11 1 OK1 1. !: 1 P I 11 W12x19 1 200 FIRST STREET SUITE 205 W1 2x1 9- - - 11111111111 IIH 11111 IIIIIIHII NE BEACH, FLORIDA 32266 Hal NEPTUNE design@200firststreet.com ,. _- ._. _ _ ------ STEEL ____ ___. I }f t,- r � , t , STEEL BEAM CONN, �e-" � " �c �c �c �c �c �c I I 1 d- �r •� ,i d- _= - SIM. 904-535-°0270 ph 904-246-8402 fax SEE 3/S4.4 - III N "" `�' "" `�1 "" `V "' "' CONCRETE SLAB OVER METAL U 2DECK: I I II I I _ S4.3 3Y" NORMAL WEIGHT CONCRETE FILL w/ 6x6 W2.1xW2.1 WWF ..� i - /- -/- 11, 6FD 24 go GALVANIZED METAL FLOOR DECK, T/SLAB EL. E 0+14 -0 (4 TOTAL THICKNESS) FASTEN WITH 5/8"0 s I , „ _ _ w­ 173[EQ _-SPA ES I I 9 EQ AL., ' AES- ' __. PUDDLE WELDS WITH WELD WASHERS IN 36/4 PATTERN WITH • li / r�,�I' �� EXISTING TRUSSES LOCATED AS SHOWN. I'' I I 3 j - � ' #10 TEK SCREW SIDE LAP FASTENERS @ 6" O.C. D EXISTING BAR JOIST � 4 -0 O.C. w -^� BULB T AND POURED GYPSUM ROOF II ' III z SYSTEM TO REMAIN AS IS I!,I METAL DECKING IS THIS AREA TO REMAIN AS - ISI 5x4 STEEL COCOLUMN, _ 3 -i f > C'7 __=ti �_. ,: - _ I I SEE 7&8/S4.3. = SL. C'7 fi"( /,'' ,,'' ;,`' °' ,'' -12 —0 ! I � � %'' �> AFF ELEV I - � - vv// - - - - - - - - 3 ; it ` y / � ADDITION REINFORCING IN _ m i\ /v I� ; , ,, , ,, } _ SLAB, SEE 3&7/54.3 S4.3 N C'7 r rn rn rn rn rn � rn rn Y Y Y Y Y Y Y Y Y Y I Y ! i o ; � o o 0 0 0 0 0 0 ,n I W24x55 IiN 'I N N N CV N N N N x I I N I Nz LL i 04 Lij, 9' i? f � J l t_ f /I Ix, SIM. Z 01e 15 EQUAL PACES /X/ ® W 'Ujt / I S4.3 C') II II f �--- �i ' /' If f f' f' ISI _ \ 0 / U I L.; / \/ \/ D 00 4 '7\f LO LO LO to LO LO LO LO 0 LO 0 U � � � �, C� METAL DECK METAL DECK Y Y Y Y Y Y Y Y Y Y Id �G lc 4 ac Y Y lc EXISTING NEW S4.2 N N N N N N N N N N i`^I I N_ CV N N N N M N n ------FUTURE CONCRETE SLAB OVER METAL DECK: - - - ---.---- -- - SIM' w/ OUT w/ CONCR TE - „ ^ HORIZONTAL B W LL __�_—__—__ __ ___-- CONCRETE TOPPINGAFF ELEV-12 -4 RIDGING AS TOPPING REQUIRED BY SJI (TYP.) 3Y" NORMAL WEIGHT CONCRETE FILL w/ 6x6 W2.1xW2.1 WWF \/ _ _ _ _ _ _ _ _ _ - _ _ _ _ 2 /\ /\ F I U - 4 go GALVANIZED METAL FLOOR DECK, T/SLAB <AMP ` ,I 1l I \ / / ;1 ELPE 0.64 0" (4" TOTAL THICKNESS) FASTEN WITH 5/8"0 s4.3 I DIAGONAL BRACING PUDDLE WELDS WITH WELD WASHERS IN 36/4 PATTERN WITH " AS REQUIRED #10 TEK SCREW SIDE LAP FASTENERS ® 6" O.C. LANDSCAPE ak u . BY SJI (TYP) PLANTER _.. _ . --- `! i= PROJECT NUMBER: 15111 iLu- - I it ti w Li w DATE ISSUED: FEBRUARY 5, 2017 a_ w w I O O O Cn to CO STEEL JOIST EXTENSION REVISIONS: BY TRUSS DESIGNER 5" DEEP LAB EDGE ZEJ i� F 5 LANDSCAPE ---- CANTILEVERED BALCONY, S4.3 PLANTER - SEE 5/S4.3 THIS SECTION OF CMU WALL SHALL BE DROPPED 2Y2" LOWER THAN REAR WALL TO ACCOMMODATE Luis A Pontigo PE SHEET TITLE 5" DEEP JOIST EXTENSION. CONTRACTOR TO COORDINATE WITH JOIST MANUFACTOR PRIOR TO ERECTION OF WALL FEB 0 5 2017 SECOND FLOOR AND LOWER ROOF FRAMING PLAN Ft. PE No 53311 SECOND FLOOR SCALE: 3/16" = 1'-0" PN , � AND LOWER PLAN NOTES: °'�P''. ° T% �`'�, \ • E N.. •..•Q �uJ� F� 1. TOP OF JOIST ELEVATION SEE DETAILS. _`J :\\G ° OF FRAMING v - RO 2. TOP STEEL BEAM ELEVATIONS (-2�/2") LOWER T AN TOP OF JOISTS. 3. PROVIDE REINFORCING AT OPENINGS IN MASONRYWALLS PER DETAIL 2/S4.1. AN 4. FOR JOIST REINFORCING AT CONCENTRATED LOADS SEE DETAIL 3/S4.2� = � 4 E OF 5. FOR FRAMING AT OPENINGS IN ROOF, SEE DETAIL2/S4.2. -o'••. ST ®�•`•���'w -°- �p '••. aR�.•••° SHEET NUMBER 6. PROVIDE GENERAL REINFORCING IN CMU WALLS PER 1/S4.1 AND S4.6. ,, FFSSIONAL�� ,. 7. ROOF JOISTS SHALL HAVE CONTINUOUS HORIZONTAL TOP AND BOTTOM BRIDGING TO MEET THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE'S STANDARD SPECIFICATIONS LATEST REVISIONS. PROVIDE SHCP DRAWINGS WHICH INCLUDE17-7-7,7777- THE r ' Lou P o n t i 3 0 and SIZE AND SPACING OF ALL BRIDGING FOR R VIEW PRIOR TO FABRICATION. Associates, Inc. DESIGN UPLIFT DUE TO WIND = 24 PSF. ` " STRUCTURAL 8. ROOF JOISTS SUPPORTING MECHANICAL EQUIPME T SHALL BE DESIGNED FOR A L 1_ S2mO 500# POINT LOAD AT THE INTERSECTION WITH RTU SUPPORT FRAMING OR FOR E N G I N E E R S SPECIFIC POINT LOADS PROVIDED BY THE EQUIPMENT MANUFACTURER, 420 Osceola Avenue COORDINATE ALL SUCH AREAS WITH MECHANICAL. PLANS AND SPECS. NOTIFY « io ENGINEER AND JOIST MANUFACTURER OF ANY DEVIATIONS FROM LOCATIONS & Jacksonville -each, FL 32250 T MAGNITUDES SHOWN PRIOR TO JOIST FABRICATIO . ``s A 9044 SC: 908 PERMIT SET ���� FL: CA# 8344 SC: CA# 3579 www.lp-a.com i F FORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE EN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS-BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 303 Atlantic Blvd. Atlantic Beach, FL 32233 8" CMU WALL, ARCHITECT: w/ #5 @ 24" O.C., SEE S4.1 Julianne N. Overby, RA CU 1 o Architectural and Interior Design N STAIR _ Julianne N. Overby,R.A. 201 L.Li2452 Pullian Street L cn _ Q ^ Jacksonville Beach, Florida 32250 00 N Cn 904-704-8628 L,, Email: inoverb)gatt.net W N.C.12109 • FL.AR—O(')1 060• FL.ID-4621 U L -- 00 CONSULTANT: m -0 FORM SPACE , INC 200 FIRST STREET SUITE 205 STEEL BEAM ABOVE NEPTUNE BEACH, FLORIDA 32266 CD LB 0 ��T design(a�200firststreet.com m STEEL BEAM 203 904-535-0270 ph 904-246-8402 fax TO CMU WALL, SEE 3/S4.4 f (TYP. EA END) Z co EY4 O -i 8" CMU WALL, N w #5 @ 320.C., m " PRE-FAB STEEL STAIR. I— N ----- --s=W S E S 4.1 (TYP.) r 1 lm U. N. I PROVIDE SHOP DRAWINGS V (y) t PRIOR TO CONSTRUCTION z LL Z <g _ i� W z_. _ -�; ss � 2 fl 8 i _... 8" CMU WALL L U i\ w/ #5 @ 32" O.C., SEE S4.1 TYP. _ LL! ( ) z c� ' V�IQ1vIE. ._ ____ LB-0, LB-1, LB-2, - ______._-. � ' �� C) m U.O,N. m 2:061 DENOTES LINTELS, _j E � cn SEE 6/S4.1. -- 0/ 1 U D 00 SECONDARY JOISTS AT IILANDING PER STAIR z I 4'-8"x2'-0" CMU 3'-2"x2'-O" CMU 1 MANUFACTURER. COLUMN w/ 1-#5 AT R(�(�1 �I�I� COLUMN w/ 1-#5 AT �I (n a- J 16 O.C. MAX AND IN 207 16 O.C. MAX AND IN C12x2 .7 LL] EACH CORNER, (FILL EACH CORNER, (FILL „ " Sas J ALL CELLS SOLID) ALL CELLS SOLID) 1 HSS 4x4 xg . SEE 4/S5.0 O FOR STEEL BEAM TO U I 4=- 38_2„ 3'- " 55,® o COLUMN CONNECTION _ o - — m- _, .._ . - _ .__ . e� C-11 ;fes c� PROJECT NUMBER: 15111 �o N � LB-1 LB-1 LB-1 1` C x20.7 DATE ISSUED: FEBRUARY 5, 2017 I 14 -9, REVISIONS: C12x20.7 STEEL SECTION. 4'-9"x2'-0" CMU FASTENED TO EXISTING CMU COLUMN w/ 1-#5 AT WALL w/ 2-ROWS OF 2f 16" O.C. MAX AND IN THREADED ROD EPDXIED 5" EACH CORNER, (FILL MIN. @ 24" O.C. STAGGERED. ALL CELLS SOLID) SHEET TITLE "Luis A Pontigo PE MASONRY NOTES: o 5 2017 SECOND LEVEL 1. GROUT ALL CELLS CONTAINING VERTICAL REINFORCING AND � WALL FRAMING ALL CELLS BELOW GRADE. SEE 1/S4.1 FOR GENERAL GROUTING NOTES ,�'° P• •••���' , ��;•GENSF '.,O -, PLAN SECOND LEVEL WALL FRAMING P AN 2, @A48'N 0 CAUNLESSALL OTHIERWISE NOT ED ATCEDI TH CORNERSv JAMBSL ° 53 SCALE: 3/16" = 1'-0" AND WALL INTERSECTIONS. SEE 2/S4.1 FOR ADDITIONAL ,• F :`� REINFORCEMENT OF JAMBS AT OPENINGS OVER 4'-4" TO S P 9 4o�oF• L © �` SKEET NUMBER `/�' 1111111111111`i,�°'1°```•\ 3. PROVIDE HORIZONTAL JOINT REINFORCING @ 1611 O.C. 4. WALL COURSING SHALL BE RUNNING BONDS, STACK BONDS Lou P o n t i g o a n d SHALL NOT BE USED. Associates, Inc. S2ml 5. AT WALL CORNERS AND INTERSECTIONS, WALL COURSING S T R U C T LI R A L SHALL INTERLOCK, EVERY OTHER COURSE. 1 ENGINEER S : VERY IMPORTANT NOTE: 420 Osceola Avenue AT ALL NEW AND EXISTING CMU WALLS, CONTRACTOR SHALL REFER 6. SEE SO.2 FOR MASONRY BLOCK AND GROUTING Jacksonville Beach, FL 32250 TO PAGE S4.6 FOR DIFFERENT FRAMING OPTION BASED ON THE SPECIFICATIONS. Ph. 904-242-0908 EXISTING CONDITION. PLEASE C014TACT EOR FOR AND QUESTIONS OR 7. LB-0 DENOTES LINTEL, SEE 6/S4.1 AFL: CA # 8344 SC: CA# 3579 PERMIT SET CONCERNS. I : .. . . . www.lp-a.com I FI FORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE EN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL ,, AS-BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY ' INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE ` DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY _ OF THE CONTRACTOR. i' A. SOUTHERN BISTRO 303 Atlantic Blvd Atlantic Beach, FL 3 4 ARCHITECT: 54.2 T/JOIST Julianne N. Overby OL Architectural and Interior Des: EL 26'-4" t� =: Julianne N. Overby, R.A. SIM M 2452 Pullian Street 4 2 I i Jacksonville Beach, Florida 3225 54.2EQU- SPACES fSIM 904-704-8628 -- a — STEEL BEAM Email: ;noverb�att.net 5 TO CMU WALL S4,2 ' N.C.12109 FL. 1R-00170(10• FL.ID-4621 - SEE 3/S4.3 (TYP. EA END) CONSULTANT: HORIZONTAL BRIDGING AS 4 REQUIRED BY SJI (TYP.) F O R M S P A C E , 2 EQUA SPACES S4.2 OL T/JOIST 200 FIRST STREET SUITE 2( W8A EL 26'-4" NEPTUNE BEACH, FLORIDA H/ `� ,s, f ,..S design@200firststreet.com HSS4x4xY4 POST, 904-535-0270 ph 904-246-84( SEE 1 /S4.5 FOR BRACING ��, , ;, !'���_ DIAGONAL BRACING AS _.. j REQUIRED BY SJI (TYP) IH )H » „ 6 HSS4x4xY4 POST. PROVIDE 6x6 xY2 v ? I / / • I S4.2 BASE PLATE WELDED TO TOP CHORD ( F FI�, Q OF STEEL JOIST - - - 6 20 ,` // PARAPET FRAMING, 4 z J � 56 SEE SHEET S4.5 4.5 I S4.200 \ s �- - \ �/ \ // SEE 7/S4.5 12x19 ( - ��� _ FOR CONN. /v r T JOIST \ ' EL 26,-4» / r _ --- --_--- --- -----* -- J r O z LL C7x9.8 � - cfl 2 I N C° rn rn 0) j rn z N 54.5 CV N N N �NF� N , N N CN . Uj -, 2 EQUAL PACES- 11! 5 EQUAL SPACES ; , , 5 EQUAL SPACES 5 UJ r04 I t I 1 SEE 7/S 4.5 , g _--.._ .-.__._ _._._______.___.___ _.? 1 0000 � (n 1 /2 TYPE B 22 a GALVANIZED ___ i FOR CONN. I i METAL ROOF DECK ---- ljwjwIIIIIIIIIIIIIII ---- FASTEN DECK PER DECK ATTACHMENT T DIAGRAM ON 1/S4.2 — Q ® z co 4 S4.2 - h W I� / ( 7� „ if HORIZONTAL I�! BRIDGING AS 'y REQUIRED BY L SJI (TY17-1 .) TOP OF PARAPET_ DIAGONAL / T JOIST PROJECT NUMBER: 15111 SEE PLAN CD Q EL 26 -4 - BRACING I, DATE ISSUED: FEBRUARY 5, W AS REQUIRE 1, <( 8 DEEP CMU BOND BEAM �i z i- BY SJI TY 53.o S3.o 53.0 I REVISIONS: w/1-#5 CONTINUOUS. i= ( � ) 2 /a 3/4"0 x 6" EXP. ANCHORS AT T+ Q � 2 '/s 2'-8" O.C. (TYP. AT ROOF) - Q CONTINUOUS ALUMINUM AWNINGS, INVERTED CHAIR BLOCK �? 3x3x'/4" SEE 2/54.4 COURSE OVER JOIST 1 i w (TYPICAL) STEEL JOIST BEARING, GROUT SOLID. T SEE PLAN UPPER ROOF FRAMING PLAN 89 HH 9 9) // ) » -�IlG pontiga PE SI-IFFY TITLE f % x4 x0 -8 _; METAL DECK, SCALE: 3/16 = 1 -0 w/2-3/4"Ox5" WELDED 1/ SEE PLAN HEADED STUDS (5" GAGE) s PLAN NOTES: B 0 5 2017 4 1. TOP OF JOIST ELEVATION SEE DETAILS. UPPER 2. TOP STEEL BEAM ELEVATIONS (-21/2") LOWER THAN TOP OF JOISTS. ;, 0`53311 TRUSS BEARING 3. PROVIDE REINFORCING AT OPENINGS IN MASONRY WALLS PER DETAIL 2/S4.1. �.•�' PC�N�I ''��, ROOF FRAM' SEE PLAN � �•,....,,... � �q iv o 4. FOR JOIST REINFORCING AT CONCENTRATED LOADS SEE DETAIL 3/S4.2. ..�`Gj.,•���t 5z '•� 5. FOR FRAMING AT OPENINGS IN ROOF, SEE DETAIL 2/S4.2. >°�` ``�, PLAN CONTI OUS L3x3x'/ ' x10" LG. 6. PROVIDE GENERAL REINFORCING IN CMU WALLS PER 1 /S4.1 AND S4.6. 11 8x16 CMU TIE BEAM w/2-#5 s 11 - s s —�-� FASTEN / 0 x XP. ANCHORS 7. ROOF JOISTS SHALL HAVE CONTINUOUS HORIZONTAL TOP AND BOTTOM BRIDGING TOP AND BOT. CONTINUOU I-1 / 4 0 `_ GAGE AT EA. BA JOIST TO MEET THE REQUIREMENTS OF THE STEEL JOIST INSTITUTES STANDARD = � ,.r�,, (TY PI SPECIFICATIONS LATEST REVISIONS. PROVIDE SHOP DRAWINGS WHICH INCLUDE ,, ,af'•, '•yi ♦ ' '�,, UF" ����'' SHEET NUMBER THE SIZE AND SPACING OF ALL BRIDGING FOR REVIEW PRIOR TO FABRICATION. I ' 10 t4 DESIGN UPLIFT DUE TO WIND = 24 PSF. ` %4" BOLT IN HORIZONTALLY STOREFRONT, FASTEN TO BOTTOM CHORD 8. ROOF JOISTS SUPPORTING MECHANICAL EQUIPMENT SHALL BE DESIGNED .FOR A 500# POINT LOAD AT THE INTERSECTION WITH RTU SUPPORT FRAMING OR FOR SLOTTED HOLE OF STEEL JOIST. ADDITIONALLY SPECIFIC POINT LOADS PROVIDED BY THE EQUIPMENT MANUFACTURER. Lou P o n t i 3 o a n d HORIZONTAL MEMBER MAY BE REQUIRED COORDINATE ALL SUCH AREAS WITH MECHANICAL PLANS AND SPECS. NOTIFY Associates, Inc. BETWEEN JOIST. CONTRACTOR VERIFY ENGINEER AND JOIST MANUFACTURER OF ANY DEVIATIONS FROM LOCATIONS & STRUCTURAL S3mO i MAGNITUDES SHOWN PRIOR TO JOIST FABRICATION. E N G I N E E R S 1 ROOF SECTION 420 Osceola Avenue Jacksonville leach, FL 32250 �-OSCALE: 3/4" = 1'-0" �� Ph. 904-242-0908 PERMIT SE FL: CA# 8344 SC: CA# 3579 www.lp-a.com I 'i #5 VERTICAL WALL DRILL 4" AND EPDXY EPDXY 1-#4x24" DOWEL " REINFORCING. SEE PLAN. BAR @ 24" O.C. INTO GROUT FILLED CELL r x _ 24" CONTRACTOR SHALL 1.5 PCF EXPANDED POLYSTYRENE FILL. (MIN IV COMPRESSIVE STRENGTH 20 psi) INSULGRADE 4 CONCRETE SLAB w Q = #5 'L' BAR AT EACH 24„ FILL ALL CELLS BELOW - II AS MANUFACTURED B CARLISLE COMPANY 7> / GROUTED CELL SLAB ELEVATION EXISTING NEW r {OR EQUAL) FIBERMESH @ 1.5 LBS/CU.YD. N I OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER SLAB ON GRADE, _ ` 4, 4SEE PLAN. i r IN PREPARED GRADE. t ' NEW 4>, CONC. FT_ / �1 4°A \ `�r! , Q _ SLAB A ;OL11'HERi;'.,, I R D, BAR EXISTING SLAB GRADE OR CONC. = - VERTICAL STEMWALL REINFORCING w _ . . __- 0 - ON GRADE SLAB, SEE PLAN. (SEE SCHEDULE) w/ 6" HOOK INTO °! ;. ;r r-''/' EXISTING SLAB r.- r-� � \ r , FOOTING. MATCH #5 VERTICAL - \> \ 303 Atlantic Blvd. - � WALL REINFORCING LOCATIONS Irl ON GRADE ��`� f�r I�L-`4 AND EPDXY %s'y\ %'/`�i�\� --°��/ 4" HORIZONTAL Atlantic Beach, FL 32233 @ 24 OC (TYP) r\ - 1 REBAR MUST BE 3 CLEAR : �� '. _ EXISTING STEMWALL STEMWALL SCHEDULE r CMU REINFORCING AND FOOTING 'r rr ARCHITECT: COURSES CONT. CONCRETE FOOTING 1 TO 6 #5 VERT. @ 48"O.C. / Julianne N. Overby, RA „ #3 REBAR OR ROD d r Architectural and Interior Design 24 x12 CHAIRS @ 48" O.C. `_ CONTRACTOR VERIFY EXISTING w/(2)#5 CONT. u � �� FOOTING IS CONTINUOUS 2452 PullianJulianne N. OStreety, R.A. MINIMUM 24" WIDE x12" DEEP Jacksonville Beach, Florida 32250 904-704-8628 1 TYPICAL FOOTING 2 EXISTING STEMWALL AT NEW SLAB EXISTING STEMWALL AT NEW SLAB Email: ;noverb)l(a6att.n I N.C.12109 . FL.AR-00170(10• FL.ID-4(2] S4.0 SCALE: 3/4" = 1 '-0" S4.0 S4.0 CONSULTANT: FORM SPACE , INC 2-#4x4'-o" CTRD 200 FIRST STREET SUITE 205 ON SLAB NEPTUNE BEACH, FLORIDA 32266 T/FTG EL– FOOTING, WALL OR OR FOOTING, WALL OR deli n 200firststreet.com S LA BOND BEAM BOND BEAM ir 904 535--0270 h 904-246-8402 fax p LONGITUDINAL 1 1 BARS f LAP LAP �-- 1l1 40 BAR DIAMETER 40 BAR DIAMETER NOTE: FOR PIPES RUNNING PARALLEL TO STRIP FTGS, FTG DEPTH & PIPE `+` SLAB JOINTS • LOCATION SHALL BE COORDINATED SO THAT THE PIPE IS NOT w51 WITHIN FTG LOAD DISTRIBUTION INFLUENCE LINE AS ILLUSTRATED. SLAB INTERSECTIONS Z i' co TYPICAL PIPE PARALLEL TO WALL BLD. CORNERS -MM� w Q CONSTRUCTION 'S L W N 11/2" COMPRESSIBLE `� _; Q JOINT OR SAW 2'-0" r N MATERIAL AROUND PIPE OR �G� Q LONGITUDINAL BARS JOINTS. 11 RADIUSco PROVIDE PIPE SLEEVE, TYP CORNER SPLICE BARS SAME m Q "J '� _U SIZE & QUANTITY AS CONSTRUCTION JOINT (IF Q o LONGITUDINAL REINF. BARS CD REQUIRED < 3 4" DEEP SAWCUT w SLAB ON GRADE —� NO PIPE TO BE PLACED ) / / 2–#4x4'-0" (TYP) WITHIN FOOTING m ELASTOMERIC SEALANT SEE PLAN O Z LL NOTE: 2–#4x4'-0" Z <1 SIZE & QUANTITY AS SPLICE o TYPICAL AT ALL SLAB EACH SIDE 4 AT EXISTING PIPES WRAP W/ REFER TO SECTIONS & DETAILS BARS SAME LONGITUDINAL " ` RE–ENTRANT CORNERS PAIRS ( W J 2" STYROFOAM OR SLICE PVC FOR REBAR SIZE & QUANTITY REINF. BARS -- - _. ..__. .__ ) PIPE 2"0 LARGER & PLACE - REFER TO SE TIONS & AROUND PIPE (SEAL ® ¢ DETAILS FOR REBAR SIZE SLAB CORNERS Q SLIT W/ DUCT TAPE) & QUANTITY NOTES: F— 1) PROVIDE SAWCUTS TO CREATE SLOPE SLAB Cn W FLOOR DRAIN Z CONCRETE FILL IS TO BE PLACED g" N z APPROXIMATE 12' X 12' MAX. SQ. OR BLOCKOUTS TO DRAIN V,5" BEFORE FOOTING IS POURED AND 2) SAWCUT CONC. SLAB WITHIN 4 TO NOTE: FT. TYP. AT < M TO BE THE SAME WIDTH AS FTG, MIN. 12 HOURS OF CONC. PLACEMENT. THESE DETAILS APPLY TO FLOOR DRAIN � I U POUR FULL WIDTH OF PIPE SLAB TYPICALLY OVER ENTIRE TRENCH CORNERS INTERSECTIONS PROJECT. USE AS REQUIRED FLOOR DRAIN OR BLOCKOUT CO BASED ON SLAB JOINT <( C D z TYPICAL PIPE PENETRATION THRU WALL CONFIGURATION. REINFORCEMENT DETAIL � Q TYPICAL CONTINUITY PLAN FOR REINFORCING IN CONCRETE � � � rT_'� PIPE PENETRATION DETAILS 5 WALLS, FOOTINGS, BEAM, AND CMU BOND BEAM DETAIL 6 TYPICAL SLAB REINFORCEMENT DETAILS W Q I-- S4.0 SCALE: N.T.S S4.0 SCALE: N.T.S ® Q S4.0 SCALE: N.T.S U 5" CONC. SIDEWALK SLAB W/ FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE PREFAB PROJECT NUMBER: 15111 OR 6X6 W1.4XW1.4 WWF STAIRS BY ON 10 MIL VAPOR OTHERS. DATE ISSUED: FEBRUARY 5, 2017 FULLY GROUT CELL BARRIER IN PREPARED — REVISIONS: AFTER INSTALLATION GRADE. I I OF REINFORCEMENT. SLOPE � I w I I #5x36" LONG DOWEL BAR z I I WALL BEYOND EMBEDDED 12" MIN. m LLJ x x x x x x j ca. rt STEP PER °i io ,�� ARCH I 5 VERTICAL " z w � '� �'. Ox \�`\\ RAILING BY I I # E AL DOWEL BAR @ 48 m OTHERS 1#4 CONT. I I O.C. MAX AND ADJ. TO DOOR,,, i = " ; `' / / . z,\� ;7 I SLOPE NEW 4" CONC. AND WINDOW OPENINGS L•:. L2Y2x2Y2x5/6x3,, \ r' j� PLANTER NOT I I °` � >r,, \ \, � SHEET TITLE PLANTER NOT SHOWN FOR : SLAB I. : �. WELD TO STRINGER & r /� SHOWN FOR CLARITY NEW MASONRY ANCHOR TO SLAB w/ 5/s 0 EXP. BOLT. FOUNDATION CLARITY EXISTING SLAB ON GRADE GRADE OR CONC. BEND VERT. BAR REMOVE FACE SHELL SLAB, SEE PLAN. �`" � � i . _ 24" INTO SLAB v_ - 1-#5 CONT. DETAILS AS REQUIRED TO _ , ALLOW INSTALLATION 5 V' Y2 EXPANSION JOINT = - - = OF REINFORCEMENTS I' �- --'_ �-� -_ _: _� 1.5 PCF EXPANDED I. ; -- - _,._ � __ ." -u �+ - I� - POLYSTY ENE FILL. (MIN I-::. = 1 0 STRINGER FOOTING DETAILF ' ,. - S4.0 SCALE. N.T.S COMPR SIVE STRENGTH _ f _ ,. .. 20 psi) NSULGRADE II DRILL 6" AND EPDXY �;- . STEMWALL & FOOTING, `. AS MANUFACTURED BY 1-#5x30 LONG LuisAPontigoPE SHEET NUMBER I '171 SEE 1/S4.0 CARLISLE. COMPANY (OR DOWEL @ 48 O.C. aQ17 - -- I I---I - EQUAL SEE S4.6 ...�„ ,,,,,,, STEMWALL & FOOTING, ON f/ nrr nn , 8 1-#4 g 1 -#4 SEE 1/S4.0 ��P::6ENSE ;. `��'" �' Lou Ponti3o and J;v 3Associates, Inc. CONT. CONT. =-r; 6 S4mO No. r STRUCTURAL pF w_ ENGINEERS L F 7 RAMP SLAB 8 FRONT ENTRY SECTION CMU INFILL DETAIL —� � � ' 420 Osceola Avenue 54.0 9 ., .e•F � �`��F��� •y Jacksonville beach, FL 32250 SCALE. N.T.S S4.0 SCALE. N.T.S 54.0 SCALE: N.T.S •. ��t+r7,frrQ1�y,P1,, ' � Ph. 904-242-0908 PERMIT SET FL: CA # 8344 SC: CA# 3579 QI www.lp-a.com u FOR OPENING OVER 4'-4" FOR OPENING TO 4'-4" , TO 9'-4" WIDE, PROVIDE WIDE, PROVIDE 1 —#5 2—#5 VERTICAL EACH VERTICAL EACH SIDE 8x16 BOND .T' STD. 90' HOOK BEAM TYP 8x16 CONCRETE FILLED CMU SDE OF OPENING. OF OPENING. ( ) BOND BEAM w/ 1—#5 IN 8x8 PRE—CAST LINTEL, SEE y . EACH COURSE CONTINUOUS 6/S4.1 FOR OVERALL LINTEL AT TOP OF WALL DEPTH AND REINFORCING. Cn .n h LLJ r — — — -- — TYPICAL WALL f r ' ' ` .r`,, f, f til, REINF, SEE OPENING, 8x16 BOND --- SEE PLAN AAp �;,_ ;� f, , — TYPICAL CMU WALL VERTICAL REINFORCING SCHEDULE SCHED. ON BEAM (TYP) j A QU HERr� BISTRO BAR 8" CMU WALL PLAN. WALLS SHALL BE REINFORCED IN GROUT FILLED CELLS AS FOLLOWS: PLAN VIEW 303 Atlantic Blvd. AS PER PLAN I JAMB REINF. I I 8" CMU WALL REINFORCEMENT, #5 @ 48" O.C., CENTERED 2 CMU JAMB REINFORCING I I SEE 2/S4.1 0 � Atlantic Beach, FL 32233 TYPICAL WALL REINFORCE AS INDICATED ABOVE AND AT EACH CORNER, WALL S4.1 ;SCALE: 3/4 = 1 '-0" REINF. SEE INTERSECTIONS, WALL ENDS AND EACH SIDE OF CONTROL JOINTS SCHED. ON PLAN. (U.O.N.). PROVIDE #9 TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 25" LAP MIN. 1—#5 VERTICAL EACH 16" O.C. VERTICALLY CORNER, INTERSECTION, ARCHITECT: ' @ SPACING INDICATED q • :i ON PLAN OR SCHED. Julianne N. Overby, RA WALL ELEVATION Architectural and Interior Design 8" CMU WALL. r Q Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 Z; N #5 VERTICAL TO TOP 904-704-8628 #5 HORIZONTAL TIE BEAM OF BOND BEAM STEP. Email: inoverby&att.net EINFORCING (ONLY ONE N.<..laio�� • FL.Ax-��m%ueu• FL.in-4�,zi _ JL BAR SHOWN FOR CLARITY). CONSULTANT: 0 _ _ _ F O R M S P A C E , INC Y - ti _ RY WALL STEP 3 TYPICAL CMU HORZONTAUCORNER SPLICE 4 MASON _� a a, >, „ 200 FIRST STREET SUITE 205 S4.1 SCALE: 3/4 = 1 '-0" 54.1 SCALE: 3/4 - - _ NEPTUNE BEACH, FLORIDA 32266 _ design@200firststreet.com 0 0 - 0 _ 904-535-0270 ph 904-246-8402 fax o 0 - o - I ^I I N N Z0 0 - — — — — — — = Ld W / ® s� � r _ _ I-- N CLJ U `', ® _ o _ - 8" CMU WALL. > — o w c� elf I— _J O Z LL W I I � a- D I � � Z `n mm _j `n = FASTEN 2x8 P.T. SYP#2 � (� o _ D � = WINDOW/DOOR BUCK TO 8" Q �' 0 0 0 _ _ CMU ew/ V,"0x23/ " TAPCONS CDcr_ _ @ 12 o.c INSTALL (5) MIN. z W 00 co0 EACH SIDE. Q Q - I I N N cn LO CO 2x8 P.T. SYP#2 WINDOW/DOOR BUCK CIO CD z L �— Q Ld w 0- = DEPTH OF CAULKING W O - ONE HALF THE WIDTH _ - NOTE: WOOD BUCK MAY BE OF THE HEAD JOINT O ELIMINATED IF NOT REQUIRED BY r 1 �- � -- ARCHITECTURAL DRAWINGS V Q ® 0 n' o' ry CD < _ DWLS. TO MATCH `—� _ OWLS. TO MATCH Q = DWLS. TO MATCH PROJECT NUMBER: 15111 VERTICAL REINF. ® _ _ VERTICAL REINF. ® VERTICAL REINF. +O < < - (TYPO U.N.O.) Q Q m _j - (TYP, U.N.O.) Q Q - (TYP. U.N.O.) 5 STRUCTURAL WINDOW/DOOR BUCK DATE ISSUED: FEBRUARY 5, 2017 C ! CLEAN OUT HOLE o S4.1 SCALE: 3/4" = 1 '-0" REVISIONS: �r CLEAN OUT HOLE AS REQUIRED. AS REQUIRED. OPEN BOTTOM LINTEL L , I — GRADE BEAM GRADE BEAM GRADE BEAM OPEN BOTTOM BLOCK, w/2—#5 TOP SEE PLAN, SEE PLAN. SEE PLAN. LINTEL BLOCK, CONT. • • • •� • • w/2—#5 TOP Baa OPEN BOTTOM CONT, G LINTEL BLOCK, WALL SECTION WALL SECTION WALL SECTION w/2—#5 TOP TO _ CONT. SHEET TITLE ®�LLL �S CONSTRUCTED NG (GROUTING GHWITNOUMOREAN�OUNTS): THE HIGH-LIFT GROUTING (GROUTING WITH CLEANOUTS): HIGH—LIFT GROUTING ALTERNATE PER MSJC 2005 #3 HAIRPIN @ 5'-4" THE WALL IS CONSTRUCTED IN HEIGHTS NO MORE (GROUTING WITH CLEANOUTS ® 16" O.C. BU'S�' PontFgQ�' SECTIONS (GROUT POUR HEIGHT OF 5 —4 ), REINFORCED IS THAN 12'-8" SECTIONS (GROUT POUR HEIGHT OF THE WALL IS CONSTRUCTED IN HEIGHTS NO MORE THAN = REQUIRED ONLY = #3 HAIRPIN MASONRY, a, iPRE—CAST N as FEB. 05 2017 PLACED IN THE INTENDED CELLS FOLLOWED BY MAX, 5'-0" 12'-8"), FULL HEIGHT REINFORCED IS PLACED IN THE 12'-8" SECTIONS (GROUT POUR HEIGHT OF 12'-8"), LINTEL BLOCK WHEN SPAN IS @ 16 O.C. GROUT LIFTS. CONTINUITY OF' THE REINFORCEMENT IS INTENDED CELLS AND CLEANOUT HOLES ARE FULL HEIGHT REINFORCED IS PLACED IN THE INTENDED nl GREATER THAN w/2—#5 5 CONT, ®, a ae ,. •F; ,.tW .... ., MAINTAINED BY SPLICING BETWEEN EACH SECTION. REQUIRED AT CELLS WITH REBAR FOLLOWED BY MAX. CELLS AND CLEANOUT HOLES ARE REQUIRED AT CELLS , .� —4 ,. ` •'•' �G DETAILS a> , as ,� ;• �OENSF•., O 5'-0" GROUT LIFTS. NO SPLICING IS REQUIRED. WITH REBAR FOLLOWED BY MAX. 12'-8" GROUT LIFTS. PRE—CAST v:• ', ' NO SPLICING IS REQUIRED. GENERAL NOTES: PRE—CAST LINTEL BLOCK, 311 w LINTEL BLOCK, w/2—#5 1. FOR BOTH LOW—LIFT AND HIGH—LIFT GROUTING, THE GROUT LIFT HEIGHT IS LIMITED TO 5 FT UNLESS THE FOLLOWING CONDITIONS CAN BE MET, IN WHICH CASE THE GROUT w/2—#5 CONT. CONT. �'; ATE OF LIFT HEIGHT CAN BE INCREASED TO 12'-8" (HIGH—LIFT GROUTING ALTERNATE PER MSJC 2005): LB—O LB-1 LB-2 �'' SHEET NUMBER • THE MASONRY HAS CURED FOR AT LEAST FOUR HOURS `''-•.,SU`��DNr�1.E,,,. '` • THE GROUT SLUMP IS MAINTAINED BETWEEN 10 AND 11 INCHES NOTES: • THERE ARE NO INTERMEDIATE HORIZONTAL REINFORCED BOND BEAMS BETWEEN THE TOP AND THE BOTTOM OF THE POUR HEIGHT. 1, USE THESE LINTEL DETAILS U.O.N. ON PLANS. °�� �� �� ,g � Lou ['ontigo and 2. IF THE FIRST TWO CONDITIONS ARE MET BUT THERE ARE INTERMEDIATE BOND BEAMS WITHIN THE GROUT POUR, LIMIT THE GROUT LIFT HEIGHT TO THE BOTTOM OF THE BOND 2. FOR OPENING LOCATIONS, SEE ARCH. PLANS. Associates, Inc. S4m 1 BEAM, BUT CANNOT EXCEED 12'-8". 3. PROVIDE 8" BEARING EACH SIDE OF OPENING. STRUCTURAL 4. GROUT LINTEL SOLID. ENGINEER S 3. WHEN BOTH OF ANY OF THE FIRST TWO CONDITIONS ARE NOT MET, PLACE LIFTS NOT EXCEEDING 5 FT. 5. BOTTOM SHALL BE A SOLID PRECAST LINTEL. 1P 420 Osceola Avenue 1 Jacksonville Beach, FL 32250 TYPICAL WALL GROUTING OPTIONS 6 MU LINTEL S4.1 SCALE: 3/4" = 1 '-0" FL: Ph. 904-242-0908 PERMIT SET CA # 8344 SC: CA# 3579 S4.1 SCALE: 3/4" — 1'-0" www.lp-a.com . . i PREFABRICATED EQUIPMENT CURBr,� '` I METAL DECK-SEE PLAN EE NOTE CONCENTRATED JOIST STIFFENERS SHALL BE PROVIDEb ��_.�� FOR DIRECTION LOAD WHENEVER POINT LOADS ARE NOT SEE NOTE DUCT OPENING DUCT OP NTWITHIN 6" OF PANEL POINT UNLESS JOIST WAS DESIGNED FOR POINT LOADS. 37NG 1-12 ALL POINT LOADS SHALL BE VERIFIED PANEL WITH THE STRUCTURAL ENGINEER OF RECORD AND JOIST MANUFACTURER FOR coo METAL DECK- I 3/16"x8" CONT. PLATE I POINT JOIST CAPACITY. SEE SCHEDULE BELOW - - SEE PLAN FOR MAIN MEMBER- FOR STIFFENER AND WELD SIZES. DIRECTION SEE DETAIL 3/16 1-12 MAIN MEMBER-SEE ETAIL BELOW BELOW fi JTHE ', BISTRO & BAR NOTE: WELD DECK TO SUPPORT THRU PREFABRICATED EQUIPMENT CURBS. WHERE DECK IS ON ?j03 Atlantic Blvd. BOTH SIDE OF SUPPORT, WELD DECK ON BOTH SIDES TO SUPPORT AS DESCRIIBED HEREIN. PROVIDE OPENINGS IN DECK ONLY PREFABRICATED A ED CURBGS EEARE M CQHAN CAUIREDLF RT DUCT I ENING SIZESHER LOCATIONS ( AND Atlantic Beach, FL 32233 DE DECK AS SHOWN INSIDE LOCATIONS. PROVIDE ANGLE OR WF SUPPORTS UNDER ALL CURBS AND ANY UNSUPPORTED EDGES OF ROOF DECK. OPENINGS SMALLER THAN 10" SQUARE DO NOT REQUIRE FRA ES. TYPICAL SECTIONS ATE UIP. CUR ARCHITECT: 3 Julianne N. Overby, RA 36/5 1 TYP. TYP. /16 2 JOIST-SEE SEE OWE Architectural and Interior Design 3/16 3/16 2 �! — — — PLAN PANEL HANGERulianne N. Overby,R.A. 4x4x3/6" OR WT4x15.5 POINT J MAIN SUPPORT MEMBER WELD SMALL BE LOAD 2452 T'ullian Street 3/ — XYP' PARALLEL TO Jacksonville Beach,Florida 32250 16 _ 16 JOIST, SEE 904-704-8628 A I — — — A � L x5x 3/8 x0'-5" LG. SCHEDULE FOR z BEAM OR JOIST IF WELD SIZE Email: inoverb3-0c . FL.I O N.C.12109 FL.AR-001706(10• FL. D 4Ci21 WELDS. w I ��� I w Q JOIST-SEE DET. #10 TEKS SCREWS. I � I oQ� w Li n FOR BRACE) JOIST STIFFENER SCHEDULE: CONSULTANT: .L BE WELDS © 6"o.c I wLLJ K-SERIES JOIST: FOR K-SERIES JOIST FOR POINT LOADS UP TO 3.5 KIPS, PROVIDE w SECTION A- A �G PERIMETER SHALL I U' 2-L 1 1/4" X 1 1/4" X 1/8" EACH SIDE OF JOIST. WELD TO JOIST WITH A 1/8" FORM S P. A C E , INC X X X X 1 1/4" FILLET WELD EACH ANGLE. MINIMUM 5 SIDELAPS — — — — — — — 'X' DIM. 'X' M MBER 205 L4x4x3 " OR WT4xl5.5 < 3'-0" L3x3x 5/16 JOIST REINFORCEMENT FOR CONCENTRATED LOADS NE FIRST EACH, LORI A MAIN SUPPORT MEMBER < 6'-0" L4x3x 13/8 LLV N 0 T FALLING Al PANEL P 01 IN 1 ,-D NEPTUNE BEACH, FLORIDA 32266 PLAN < 9'-0" L4x4x 3 8 desi n(a�200firststreet.com 904-535-0270 ph 904-246-8402 fax TYPICAL FRAMING AT ROOF OPENING NOTE: FOR ROOF TOP UNITS 1). VERIFY ALL DIM, W/SUPPLIER BEFORE FABRICATION � 3 )01ST REINFORCEMENT DETAIL ELD PATTERN FOR ROOF DECK W > tY) S4.2 )R ROOF DECK 2 TYP. SCALE. 3/4" = 1'-0" CY) SCALE: 3/41'" = -0" S4.2 0 � N _ N TOP 0 PARAPET TOP OF PARAPET 4 U F SEE PLN SEE PLAN IN = J ,• 8 DEEP CMU BOND BEAM Q 8 DEEP CMU BOND BEAM O z U. W CY- a. w/1—#5 CONTIN I OUS. w/1—#5 CONTINUOUS. z _ D 1 w w . . 8 DEEP CMU BOND BEAM I„J..I —J T_ r''A 3/4"0 x 6" EXP, ANCHORS AT ° ~ w/2—#5 CONTINUOUS.- ry Ir U CONTINUOUS L3x3x1/4" (TYPICAL) v rn 2,—8 O.C. (TYP. AT ROOF) Q ,r Q TOP OF PARAPETt-- METAL DECK INVERTED CHAIR BLOCK ` w COURSE OVER JOIST METAL DECK >- = SEE PLAN . ..- ' CONTINUOUS L3x3x'/4" SEE PLAN z O SEE PLAN ~ �' a (TYPICAL) BEARING, GROUT SOLID. w Q _ - � DIAGONAL JOIST (� 3 " NAL JOIST - - /$ x4 x0 8 DIAGONAL -� : 3/4"0 EXP. ANCHORS AT 3/4"� EXP. ANCHORS AT BRIDGING, SEE _ 3 » » PLAN w/2— /4 Oxy WELDED 1 BRIDGING, SEE 2'-8" O.C. (TYP. AT ROOF) 2'-8" O.C. (TYP. AT ROOF) CO z a GAGE) TYP. Y 1 PLAN _ CY z HEADED STUDS (5 TRUSS BEARING � r - TRUSS (BEARING S N TRUSS BEARING - J .f� YSEE PL N SEE PLAN SEE PLAN w O 8x16 CMU TIE 8x16 CMU TIE O BEAM w/2—#5 BEAM w/2—#5 8x16 CMU TIE BEAM w/2—#5 HORIZONTAL ; M TOP AND BOT. TOP AND BOT. U JOIST BRIDGING, _ CONTINUOUS. TOP AND BOT. CONTINUOUS , ,,- CONTINUOUS. SEE PLAN _ -- -_ LATPROJECT NUMBER: 15111 DATE ISSUED: FEBRUARY 5, 2017 STEEL JOIST, L3x3x'/4 x4"I g SEE PLAN w/ 3/4"0 EXP BOLT REVISIONS: INTO GROUTED CELL. 6 ROOF SECTION (PARALLEL. COND.) 5 ROOF SECTION (PARALLEL COND.) NDICI..)LAR. GOND.� S4.2 SCALE: 3/4" = 1'-0" S4.2 SCALE: 3/4" = 1'-0" Oort-­go PE �-_-6 0 5 2017 SHEET TITLE FL PE NO 53311 D N D ```"P P,11.1",11107/1117 1!" NTJ7ry MISC. NEW 12" CMU WALL t GENS�c ., EXISTING CMU ,J • DETAILS L ` �•. 53 D TOM WALL = N 1 * ` .. _ _ f J MID #4x2 —O =• '' ': ,o EXISTING INTO OPEN BOTTOM SHEET NUMBER D ' MID 111„711117„liH,,,t1 I BLOCK, AT HEIGHT w/ #4x2'-0” v1U EMBED 6" INTO EXISTING PLAN VIEW CMU WALL. Lou Pontigo and Associates, Inc. S4n2 STRUCTURAL ENGINEERS 420 Osceola Avenue Jacksonville Beach, FL 32250 Ph. 904-242-0908 PERMIT SET G CONNECTION � . ' FL: CA # 8344 SC: CA# 359 www.lp-a.com 8" CMU WALL, CONTINUOUS SEE 54,1 31/2 x31/ x'/a'a : (TYPICAL) 7,71 PROVIDE '/2"0 A706 PROVIDE #4x8 —0 LONG @ 8" 0-( TOP PERPENDICULAR TO AN DEFORMED BAR 3/4"0 EXP. 8" CMU WALL, NTERED ON STEEL BEAM. US ANCHORS @ 32" O.C. ANCHORS AT CE CONCRETE FILL CONTINUOUS SEE SHEET CHAIRS TO SUPPORT BARS DURIN WELDED TO TOP OF 2'-0" O.C, CO S4.1 FOR WALL OVER GALVANIZED 11 CONCRETE PLACEMEN STEEL BEAM WHEN PARALLEL ``W L3'/2x3'/2x'/4 _ REINFORCING. WATERPROOFING BY MTL. FLOOR DECK, ` FILL TYPICAL BUIL TO JOISTS. ( ) CONTINUOUS t SEE FRAMING PLAN A SOUTHERN ITR .' & ..�A` ,N IZED 3 CONCRETE SLAB L3'/2 x3'/2 x'/4 DECK, 3/4"0 EXP. TYP (TYPICAL) AFF ELEV ANCHORS AT ON FLOOR DECK, 2 3/16» 303 Atlantic Blvd. PLAN SEE PLAN 12'—4„ 2'-0" O.C. AFF ELEV AFF ELEV -.-__ __. ___________ Atlantic Beach, FL 32, WHEN PARALLEL _. - n ° d TO JOISTS. 12 —4 e GALVANIZED JOIST 8x16 CMU TIE BEAM w/2—#5 MTL. FLOOR -DECK, ARCHITECT: BR DGING SEE FRAMING PLAN 1/8 8 r . TOP AND BOT. CONTINUOUS. = Julianne N. Over yor NEW CONCRETE BOND BEAM _. ---------------- Architectural and Interior DesigY OVER EXISTING WALL, SEE S4.6 Julianne N. Overtly,R.A. 1 20" FLOOR JOIST, STEEL BEAM, 24" FLOOR JOIST, 2452 Pullian Street 101 ST, L3x3x'/4x4 Ig W BEAM, PROVIDE /2" GAP SEE PLAN SEE PLAN SEE PLAN Jacksonville Beach,Florida 32250 PLAN w 3 "� EXP BOLT STEEL JOIST, J EE PLAN BETWEEN JOIST ENDS, 904-704-8628 / /4 INTO GROUTED CELL. SEE PLAN S CENTERED ON Q BEAM F,mail: inoverbvna atm t LI 3 SECTION 4 SECTION N.C.12109 • FL..AR-DOl'%U6U• FL.ID-4(121 SCALE: 3/4"-1'-0" S4.3 SCALE:I 3/4"=1'-0" S4.3 SCALE: 3/4" = 1'-0" CONSULTANT: FLOOR SECTION (PARA. COND.) #4 TOP BARS FORM SPACE , I PROVIDE #4x8'-0" LONG 4 8" O.C. EACH WAY TOP IN AN 8'-0"x8'-0" 200 FIRST STREET SUITE 20f REGION AROUND COLUMN BELOW. NEPTUNE BEACH, FLORIDA ______ � 5x5xY2CAP SE CHAIRS TO SUPPORT BARS design(cr�200firststreet.com 10x12 RAFTER, "� DURING CONCRETE PLACEMENT 904-535-0270 ph 904-246-840 FASTEN EACH END � PLATE WELDE w/ 6—SDWC15600 TO COLUMN SCREWS RETE SLAB ON Z DECK, SEE AFF ELEV i I ° 10x10 RAFTER FASTENED 12'-4" . 5/"x16" LAG SCREW A.F.F. EL. SET IN SIMPSON SET EPDXY Z WITH 1" DIAMETER ROUND -- -- I Ilo CO 12'-4" o � LINTEL OR WALL I I o � '� - WASHER o SEE PLAN co I I © � — J,L �-- J OIL SIMPSON CJT6 KNIFE I i 0 z V— PLATE FASTEN w/ 3 �_ I z /16 I r, 10x10 POST, FASTEN BASE 8—Y4"x4" TAPCONS METAL DECK I CONNECTION PER W BEAM, W J w/ FASTEN BASE w/ HTT5 COLUMN CLOSURE ETAIL 1 /S4.3 SEE PLAN L.f_ r 1 5/8" EADED ROD SIMPSON CJT6 (TYPICAL) j I (TYPICAL) V USING THR ( Q Q -EEL JOIST, EPDXIED 7" MIN. FASTEN w/ 8— "x4" TAPCONS Y4 OLUM A; 17— N z CO(� .-E PLAN I SEE PL � � NTEL, U --E PLAN. 7 TOP OF STEEL COLUMN CONNECTION :) o I•– 6 TRELLIS DETAILS S4.3 SCALE: 3/4"=1'-0" Q CIOz S4.3 SCALE: 3/4"=1'-0" Q W 0— W 0 I- 0 <C U 2" MIN. OR THICKNESS OF GROUT i J PROJECT NUMBER: 15111 w � HARDENED v DATE ISSUED: FEBRUARY 5 WASHER w c REVISIONS: cn w aw w m = � � I Uj o � z – � ry n TOP OF CONC. PROVIDE SHIMS FOR BOLT DIA. GREATER 1�/4 0 >- cD SHEET TITLE SEE SECTIONS Q Q Luis A Pantigo P NUT FORo FEB 0 5 2017 BOLT z (■/�` � � :2 w i i�t+ii:µ111 it ¢t (� M's V' w TACK IQ NA }r(/iiLLYY'ff }r�tO -1 `o ef ® o UO *.4 *t�� ! DETAILS tt• NOTE A: ® '�' N 33'11 GROUT SHALL BE PLACED IN FLUID OR PLASTIC STATE. NO DRY/DAMP c� ® o `'' 4"x4" STEEL COLUMN, PACKING. MINIMUM GROUT THICKNESS SHALL BE 1". PLACE FORM AROUND SEE PLAN ATS OF + Qz BASE PLATE. PLACE ALL GROUT FROM ONE POINT AND LET GROUT FLOW -o• . • ``' UNDER BASE PLATE TO OPPOSITE SIDES, DO NOT PLACE GROUT FROM 11�'= SHEET NUMBER ••' LOR����r��,'`,`; EQ. EQ. W3/4" W/ 4-3/4"� ANCHOR ;, ,r�.' ,.., ..-��f`�,°,, MULTIPLE POINTS. RODS w/9" EMBEDMENT i»tlll(,I tl I It!I111\\N\\ 10" NOTE B: PROJECTION OF ANCHOR BOLT IS EQUAL TO GROUT THICKNESS + BASE H? Lou P o n t i g o a n d THICKNESS + 1.5 TIMES THE ANCHOR BOLT 0 + '/2" MIN. Associates, Inc. S4m3 ASE PLATE sT� uCTu �AL B ENGINEERS 420 Osceola Avenue Jacksonville Beach, FL 32250 Ph. 904-242-0908 PERMIT S FL:CA # 8344 SC: CA# 3579 www.lp-a.com. i "M t s>} y2' A COLUMN MIMINUM WALL ' 4 A T I ! ! i SIZE THICKNESS ,. ! ki ! I 1 1 HSS 4X4 V4 M I I HSS 5x5 1/4" x . 1�= i HSS 6x6 /4 ! I I HSS 7X7 '/4" HSS 8x8 1/4" I I A I i HSS 9x9 '/4" 3a, 2 Y, HSS 10x10 1/4'> A A '/4 W16x16 ELEVATION SECTION A— A ELEVATION SECTION A— A 303 Atlantic Blvd. 1/4 2 Y" TYP. '° " 2 Y" TYP. Atlantic Beach, FL 32233 2Y 2Y �, ARCHITECT: z _ _ z 3'-5" 1. 2 _ ! < 2.- 1 I Julianne N. Overby, RA FASTEN TO CMU WALL w/ Architectural and Interior Design 4. 4. MIN. 2-3/4" ANCHORS BOLTS Julianne N. Overby,R.A. 5, 5 EPDXIED 7.5" MIN 2452 Pullian Street CONNECTION N N E C T I O N rJ C�I E U E o I Jacksonville Beach,Florida 32250 CONNECTION ANGLES X04-?o4-s�2s &" W24, BEAM MINIMUM BEAM N I Email: �overb�(a�at_ tnet CONN. LOAD SIZE LENCONN. LOAD SINGLE SHEAR PLATE SIZE TYPE SIZE TYPE SIZE N.C.12109 . FL.Ax-ooi7060- FL.ID-4621 5 16 14 W21 5 36 K � /isx 4" x 15 W24, W21CMU WALL CONSULTAN5 93 K L4x3 1/2 x /49 K L4x3 1/2 x 5/16 11 W16 4 26 K R 5/is" x 4" x 12 W18, W16 p3 39 K L4x3 1 2 x 5/16 8 1 W12, C12 3 16 K W- 5/16" x 4" x 9" W14, C15, W12, C12 I F O R M S P A C E , INC / N ALL EXPOSED METAL2 29 K L4x3 1/2 x 5/16 5 1W8, C8 2 8 K 5/is" x 4" x 6W10, C10, W8, C8 CONP�IECTORS AND 1 12 K L6x4x /2 2 1wT NOTES: 2"X2" ),l/ ALUMINUM TUBE FASTENERS SHALL 200 FIRST STREET SUITE 205 1. BOLTS SHALL BE 3/4"0 A-325—N BEARING TYPE. ALLOWABLE BOLT SHEAR = 9.25 K. FULLY WELD EACH END (TYP.) BE STAINLESS STEEL NEPTUNE BEACH, FLORIDA 32266 NOTES: 1. BOLTS SHALL BE 3/4"0 A-325—N BEARING TYPE.ALLOWABLE BOLT SHEAR = 9.25 K. 2. WELDING MAY BE USED IN LIEU OF BOLTING. WELDS SHALL BE CAPABLE OF RESISTING desi n 200firststreet.com 2. WELDING MAY BE USED IN LIEU OF BOLTING. WELDS SHALL BE CAPABLE OF RESISTING LOADS SHOWN. 904-535-0270 ph 904-246-8402 fax LOADS SHOWN. 3. COLUMN THICKNESSES SHALL BE THE MINIMUM TABULATED ABOVE FOR THIS SCHEDULE 3. USE P 5/16 " FOR CONN. TO STIFF. P OR WT. TO BE VALID 4. BEAM TO BEAM CONN. SHOWN, BEAM TO COL. CONN. SIMII-AR. 4. SHEAR PLATE SHALL BE WELDED TO COLUMN IN ACCORDANCE WITH THE SIZE NOTED ABOVE. BEAM TO BEAM & BEAM TO COLUMN CONNECTION BEAM TO SQUARE HSS COLUMN CONNECTION rT AWNING BRACKET DETAIL 1 CONNECTION DETAIL AND SCHEDULES 54.4 SCALE. 3/4 = 1 —0 z > � S4.4 SCALE: 3/4"=1'-0" 0 J N � N CY THE ANCHORS MUST BE WELDED TO THE PLATES ACCORDING 2'-0"x2'—O" PROVIDE 8—#4x36 +� 8-1/2"0 x 20" D.B.A. SHOP 0 z LL STUD WELDING GUN. II II WELDED TO EMBED ANGLE TO CHAPTER 7 OF A WSD 1.1, USING A CONCRETE POCKET w/STAN ARD LAP INTO I J TYPICAL INSTALLATION REQUIREMENTS ARE INDICATED IN P-1/2 xl 2xl8 w/ SHOP AT EMBED PLATE " II I W TABLES 1 THROUGH 4. THE ANCHOR MUST BE PLACED IN WELDED D.B.A.'S EMBEDDED 8-1/2 x 18 D.B.A. ADJACENT WA L WITHIN WALL I Y SINGLE SHEAR PLATE, �✓ POSITION BEFORE THE CONCRETE IS CAST, TO FULLY EMBED CROSSING AS SHOWN, SHOP TIES IN TOP OF WALL. II II O v THESE ANCHORS. SURFACE CONDITIONS MUST COMPLY WITH IN CONCRETE POCKET WELDED TO EMBED ANGLE -- 1I v CL SEE 1 /56.2 Q SECTION 7.4 OF ACI 318. � $ �� 8-1/2"0 x 18" D.B.A. _ _ z W CROSSING AS SHOWN, t- 17t I —_-- -- -- QOmSHOP WELDED TO _ —__ -- 4—#3 CLOSED TIES cn=OSFLTANLGE BEAM WEB, 1 i I 2'-0" EMBED ANGLE OR NOT SHOWN VARIES, DOUBLE #3 'U' BANDS u PLAN VIEW > ^ FOR CLARITY M F-- ! I I ! I 2'-0%2'-0" SEE PLAN (FROM TOP TO BOT) CONCRETE POCKET TYP 4—#3 CLOSED TIE CMU 24" DEEP CONC. < C� z ® ! I STEEL BEAM WEB, 5/16 OR 76EAM POCKET ~ Q I I I AT EMBED PLATE FLANGE NOT SHOWN DOUBLE #3 U BANDS N I I OR CLARITY SINGLE SHEAR PLATE I I I SINGLE J i I I F PLAN VIEW POUR CONCRETE (FROM TOP TO BOT) I� _i__ I I SHEAR W 0 -- -- ----� POCKET INTEGRAL II PLATE 0 Q of TIE BEAM REINF, w/ TIE BEAM _I__ I 1 2'_0" CONTINUOUS THRU POCKET 1� II I I I 1 4—#3 CLOSED TIES ! ! ! 1 —1-- --I-- OR 1 j, I PROVIDE VERTICAL REINF. STEEL BEAM, PROJECT NUMBER: 15111 FORMWORK 1 , „ DOUBLE #3 'U' BANDS IN THESE CONCR TE 2'—0 SEE PLAN (FROM TOP TO BOT) n EMBED PLATE — ��\ I FILLED CELLS PER P AN J —_ _ DATE ISSUED: FEBRUARY 5, 2017 CMU BOND BEAM SEE PLAN VIEW ABOVE I _ _ L8x6x1/2"x1'-8" w/ SHOP REINFORCED GROUT FILLED �'' _ REVISIONS: REINF. CONT. ELEVATION CELLS PER PLAN 8c PILASTER —____ � WELDED D.B.A.'S EMBEDED THROUGH POCKET IN CONCRETE TIE BEAM SCHEDULE PER PLAN PERSPECTIVE VIEW ELEVATION 3 STEEL BEAM TO FACE OF MASONRY WALL CONNECTION Luis A Pontigo PE SHEET TITLE 54.4 SCALE: 3/4" = 1'—O" I<FB 0 5 2017 . ,� . .• ` NSF .. o� - MIS c ■ . .53311 _ DETAILS TATE OF SHEET NUMBER 'r`'unrenr ur»wu " Lou Pantl3o and Associates, Inc. S4m4 STRUCTURAL ENGINEERS 420 Osceola Avenue Jacksonville Beach, FL 32250 Ph. 9a4-z4z-o9®8 PERMIT SET FL: CA # 8344 SC: CA# 3579 www.lp-a.com I 2x6 SYP#2 NAILER WATER PROOFING .: BY BUILDER C7x9.8 HOT DIPPED GALVANIZED t CHANNEL TOP AND BOTTOM SPANNING C POST FROM CMU WALL PARAPET, TO STEEL „ COLUMN. SEE 7/S4.5 30 —8 AFF014, r TOP OF PARAPET CONT. TRACK TOP AND BOTTOM. II I II" WATER PROOFING ` FASTEN TO CHANNEL PER 5/S4.5 �w II Ilt BY BUILDER 2x6 SYP#2 NAILER S' 3/16 I — ill 11 � 6 II II 00 C7x9.8 HOT DIPPED GALVANIZED I I \ \ S4.5 II II' s CHANNEL TOP AND BOTTOM SPANNING SEE DET/6/S4.55' I 3 N POSTI I /i6 II II FROM CMU WALL PARAPET, TO STEEL 6005162-43 (18 GA) CFS Ili jj l COLUMN. SEE 7/S4.5 —� METAL DECK, SEE PLAN STUDS @ 16" O.C., FASTEN TO II 111 4x4xY4 STEEL TUBE 5 11TI E t,I BISI ;C. Al"" TRACK PER 5/S4.5 II I II COLUMN, SEE PLAN CONT. TRACK FASTEN TO - - - - - W.P. OF ANGLES CHANNEL PER 5/S4.5 I I 303 Atlantic Blvd. 4'-6" (MIN.) TYPICAL 4'-6" (MIN.) TYPICAL I I i 6006162-43 (18 GA> CFS i ; I Atlantic Beach, FL 32233 STUDS @ 16 O.C., FASTEN TO I I T JOIST VARIESTRACK PER 5,/S4.5 I I C, SEE PLAN I CONT. TRACK TO DECK STUD w I I d I I I / I I I BASE R EACH SIDE I I ARCHITECT: I (2)#12-14 TEK SCREWS @ 16" O.C. I I CD r. l HIM/sPACER I i I Julianne N. Overby, RA TYPICAL ANGLE w METAL DECK, i I Architectural and Interior Design SUPPORT I SEE PLAN I I I I I Julianne N. Overby,R.A. W/ CONT. �', I 12452 Pullian Street SEE 4/S4.5 \ / ANGLE BRACE 4x4x5/ " BRACE EA. SIDE TRANSVERSE W12x19 i i 3 4 Jacksonville Beach, Florida 32250 CONNECTED TO TO ADJACENT BEAM AT EACH SCREENWALL I I /16 / Emall:4�love v/ Email: noverb �a att.net W—BM AT TOP POST OIST, I I N.C.12109 . FL.AR-not7o6u• FL.ID-4621 FLANGE 4x4x!/6" SHEAR PLATE SEE PLAN SEE 3/S4.5 \ \ / / CONSULTANT: STEEL JOIST, SEE PLAN � ' __-- FORM SPACE , INC 3�6" 200 FIRST STREET SUITE 205 1 NEPTUNE BEACH, FLORIDA 32266 CFS PARAPET DETAIL 2 CFS PARAPET DETAIL 3 CFS PARAPET DETAIL design(@200firststreet.com 54.5 SCALE: 3/4"=1'-0" S4.5 SCALE: 3/4"=1'— S4.5 SCALE: 3/4"=1'-0" 904-535-0270 ph 904-246-8402 fax ANGLE BRACE W/ R, I II 3"x3"x5" LONG 14 GAGE SEE 1/S4.5 I II FRAMING CLIP AT EACH WALL I II Z STUTAPCONDTO CMU &w(4)(5#124x14 STEEL STUD I II 31 _0 � (y WELD DECK TO CONT. TEK SCREWS TO STEEL STUD. TRANSVERSE W—BEAM i it 6 4 TOP FLANGE I II (� f� AS TYP. DECK I II TUBE POST Q SUPPORT FASTEN TRACK TO STEEL CHANNEL I I WITH 0.145"0 P.A.F. AT 16" O.C. 3" SPACING MINIMUM I II 0 z LL (U.0.N.) _— I II -- z Q RUNNER TRACK I I 3 W J o /$"x7"x9" CAP I— 0 SHIM/SPACER P f AND 3/8"x6" GC Q o I II WIDE BASE P cn W CONT. R 3„ 4as 3„ L4x4x1/2" w/ 3/16 "X10" CONT. PLATE ON TOP VERT OR I II MIN TOPANGLO SHIM (� O m cn 3 MIN FROM EDGE ATTACH STUD TO RUNNER TRACK HORIZ LEG FOR 3 I II 16 2@12 (AT CMU) W/ (1) #12-14 SCREWS THROUGH 4" TOTAL 16 2 I II 3/16 4" SUPPORTS, TYP U EACH FLANGE AS SHOWN I ii EA. SIDE CO CHANNEL I II z ALL WALLS SHALL HAVE CFS TRACK TOP & BOT. AND ALL TRACK MATERIAL SHALL BE 60OT150-33 W 0 I— t� 0 �C 4 CFS PARAPET DETAIL 5 TYPICAL CFS FRAMING DETAILS 6 CFS PARAPET DETAIL U S4.5 SCALE: 3/4„=1>_0„ S4.5 SCALE: 3/4"=1,-0„ S4.5 SCALE: 3/411=1>-0„ PROJECT NUMBER: 15111 DATE ISSUED: FEBRUARY 5, 2017 REVISIONS: PL8x8xY2" w/ (2) 5/8"Ox6" HEADED STUDS. SEE 3/S4.4 FOR EMBEDMENT DETAILS PARAPET WALL, 5/6 SEE PLAN STEEL TYP COLUMN, SEE PLAN 0 0 Luis A Pontigo P15- SHEET TITLE CHANNEL, FASTEN w/ 2-3/4" THRU BOLTS CHANNEL, _ ' O 5 2017 5/6 IN TYP SEE PLAN p 5x5A8 STEEL ;.,�`j. i �, PARAPET PLATE WELDED TO `,r 5311 EMBED PLATE - = DETAILS CHANNEL TO CMU WALL CHANNEL TO STEEL POST A AT F O� SHEET NUMBER 7 CHANNEL CONNECTIONS S4.5 SCALE: 3/4"=1,-09, " �`,,`� ���' � Lou ['onti8o and Associates, Inc. STRUCTURAL S4m5 t ENGINEERS 420 Osceola Avenue AllJacksonville Beach, FL 32250 Ph, 904-242-0908 PERMIT SET FL: CA# 8344 SC: CA# 3579 www.lp-acorn NEW 8 CMU w/ - NEW 8" CMU w 1—#5 @ 48 0.C. 1 —#5 @ 48" 0.C. DRILL 12" AND EPDXY 1—#5x30" 1 —#5x30" LONG DOWEL @ 48" LONG DOWEL @ 48" O.C. O.C. EMBEDDED 12" INTO NEW BOND BEAM. Coo 4 3: Ld z J N 1 N ---------- —� TRUSS = AUTE41 ! 8 , -------------- BEARING 1. TRUSS ------------ - --------------.. � n OL BEARING z MEz m 303 Atlantic Blvd. . �_.._ w CONTRACTOR VERIFY MIN, w CONTRACTOR SHALL REMOVE TOP TWO x �� r 8x16 BOND BEAM w/ 1—#5 x ��' COURSES AND ANY COURSE ABOVE TRUSS AtlantlC Beach, FL 32233 CONT. TOP AND BOT. (IF NO w ° 4� BEARING, AND INSTALL NEW 8x16 C.I.P. �� BEAM w/ 2—#5 CONT. TOP AND BOT. AND B.B. PRESENT, SEE 2/S4.6) � #3 STIRRUPS @ 8" O.C. —J ARCHITECT: CONTRACTOR VERIFY MIN, 8" CONTRACTOR VERIFY MIN, 8" Julianne N. Overb RA CMU WALL w/ 1—#5 @ 48" O.C. CMU WALL w/ 1—#5 @ 48" O.C. y, FLOOR OR (IF NO REINFORCING PRESENT, FLOOR OR (IF NO REINFORCING PRESENT, Architectural and Interior Design ROOF JOIST, SEE 3/S4.6) ROOF JOIST, SEE 3/S4.6) SEE PLAN Julianne N. Overtly,R.A. SEE PLAN 2452 Pullian Street Jacksonville Beach, Florida 32250 ALL REINFORCED CELLS ALL REINFORCED CELLS 904-704-8628Email: T SHALL BE FULLYno`erb GROUTED SHALL BE FULLY GROUTED N.C.12109 FL.AR-oolut FL.ID-4621 CONSULTANT: 1 EXISTING WALL WITH NEW CMU ABOVE 2 EXISTING WALL WITH NEW CMU ABOVE FORM SPACE , INC S4.6 SCALE: 3/4" = 1'-0" 200 FIRST STREET SUITE 205 S4.6 NO EXISTING BOND BEAM AT TOP F WALL NEPTUNE BEACH, FLORIDA 32266 designa@200firststreet.com 904-535-0270 ph 904-246-8402 fax NEW 8" CMU w/ 1—#5 @ 48" 0.C. NEW 8" CMU w/ 1—#5 @ 48" O.C. 1—#5x48" LONG DOWEL - ° = 1—#5x48" LONG DOWEL 0 —j Co @ 48" 0.C. I0 N W I--- N _ z _ U co 4TRUSS BEAR NG ------------- a TRUSS z �, O z LL - BEARING '^ CD w �� .: a NEW 8x16 BOND BEAM w/ w —� 2— 5 CONT. TOP AND BOT. � CONTRACTOR SHALL REMOVE TOP TWO # LL U C/) COURSES AND ANY COURSE ABOVE TRUSS 4 AND INSTALL NEW 8x16 CI.P. . CM W j ,� BEARING, _ BEAM w/ 2—#5 CONT. TOP AND BOT. AND z Q m #3 STIRRUPS @ 8" 0.C. QC� ry U FLOOR R _ _ ROOF JOI T, _ D CO �..— SEE PLAN FLOOR OR NEW 8" CMU WALL, w/ 1—#5 @ < Oz - 48" O.C. w/ 6" HOOK ROOF JOIST, � � J SEE PLAN EXISTING 8" CMU WALL, ADD 1—#5 @ 48" O.C. w/ 6" HOOK A W EVii_ ct O Q _ a - IDRILL 6" AND EPDXY 1—#5x30" LONG DOWEL @ 48" O.C. NEW 8" CMU WALL ADD 1—#5 PROJECT NUMBER: 15111 » ar _ f ° s # DRILL 6" AND EPDXY 1—#5x30" Q{ @ 48 O.C. w/ 6 HOOK PATE ISSUED: FEBRUARY 5, 2017 LONG DOWEL @ 48" O.C. EXISTING 8" CMU WALL, ADD =� REVISIONS: I I ai 1 —#5 @ 48" O.C. w/ 6" HOOK DRILL 6" AND EPDXY 1— 5x30" CUT BLOCK FACE CL¢ EXISTING NEW ° LONG DOWEL '@ 48 O.C.# _.. 4 N sa TO INSTALL DOWEL 1= `� EXISTING NEW --- - DRILL 6" AND EPDXY 1—#5x30" d ---= .4 °C N _ LONG DOWEL @ 48" O.C. - - : p. . ° _: - CONTRACTOR VERIFY CUT BLOCK FACE I Q --- I . ° a CONTRACTOR VERIFY -" - - EXISTI G 8 CMU STEMWALL TO INSTALL DOWEL I a W - EXISTING 8 CMU STEMWALL 1.,;__ e SUPPORTED BY 24 WIDE x SUPPORTED BY 24" WIDE x CONTRACTOR VERIFY I . ° CONTRACTOR VERIFY 12" -- N == SHEET TITLE <c DEEP CONC. FOOTING. 12 DEEP CONC. FOOTING. CUT BLOCK FACE I " a 4 ' EXISTING 8" CMU STEMWALL EXISTING 8 CMU STEMWALL SUPPORTED BY 24" WIDE x TO INSTALL DOWEL 1 - „ CN SUPPORTED BY 24" WIDE x 12" 12 DEEP CONC. FOOTING. DEEP CONC. FOOTING. CMU WALL 4 I . d 4 ° °. ° - n o a : . ° g m • 4 _ _�__ ____ FRAMING QO 4 v ° _ v � a 4 � • d � 4 ALL REINFORCED CELLS ALL REINFORCED CELLS OPTIONS SHALL BE FULLY GROUTED SHALL BE FULLY GROUTED ALL REINFORCED CELLS ALL REINFORCED CELLS SHALL BE FULLY GROUTED SHALL BE FULLY GROUTED 4 NEW WALL ON EXISTING STEMWALL SHEET NUMBER S4.6 SCALE: 3/4" = 1'-0" �,� ;•�GENSE' '• �'`" <: ,,...;. Lou Ponti3o and 3 EXISTING WALL WITH NEW CMU ABOVE ` �.° ,, '� �`-- S4.6 NO EXISTING BOND BEAM OR VERTICAL WALL REINFORCING No �3 = w Associates, I n c S4m6 STRUCTURAL :. T •�� w ENGINEERS OF %,,�'%'p •.,C R14, " ,` ,;- 420 Osceola Avenue ,' •,,, �ONAL ��~ Jacksonville Beach, FL 32250 FES"'d"�"20'1' Ph. 904-242-0908PERMIT SET FL: CA # 83444SSCC:: CA# 3579 FL PE NO 53311 www.lp-a.com I I STEEL COLUMN SEE PLAN CMU WALL 2"X10"X10" BASE PLATE (2 1>, 4 PLACES.) I 1- TYP. f' ALL EXPOSED STEEL SHALL w/ 4— 3/4"BOLTS CONCRETE TOPPING THREADED RODS BE HOT DIPPED GALVINIZED SLAB OR METAL SEE PLAN GRATING O O 12"x12" CONC. PEDESTAL w/ ~ / CONCRETE TOPPING 4—#5 ERTICAL DOWELS w/ z_ o A SOU T l El l�-�' BISTRO AK 1 41< / OR METAL ' Q _ SLAB _ 6 LONG 90 HOOKS & #3 w — -- GRATING CLOSED TIES @ 8" O.C. ca � O O 303 Atlantic Blvd. Cf) ' , SECONDARY JOISTS -, - - —r f, ,/ f r' SEE PLAN � �,� —� � j , r �,f Atlantic Beach, FL 32233 SECONDARY JOISTS f f f 10 f f SEE PLAN 'i (3) 21r" THICK NEOPRENE f , STEEL BEAM /' f f , ,f f % WASHERS TO PROVIDE GAP SEE PLAN w /\ '' /'� f �f ff` " w Ln ` \ �, f `I f / T_ Y2 x10 x10 STEEL SECTION gONCEEWALLETO PREVENT SEE AND fr�� , `� J/\�f�* , �/ BASE PLATE ti r ARCHITECT: SEE PLAN 3/4" / f PREMATURE OXIDATION. 3" CLR, > " , ✓ fr ��f,; . `' Julianne N. Overby,, RA TYPf X r ; Architectural and Interior Design FOR REINFORCEMENT, SEE SCHEDULE Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 1 SECTION 2 SECTION 3 STEEL COLUMN TO FOOTING DETAIL Email: ,noveruatt.net N.C.12109 • FL._3R-0017060• FL.ID-4621 �-o SCALE: 3/4" = 1'-0" �-o SCALE: 3/4" = 1 '-0" S5.0 SCALE: 3/4" = 1 '-0" CONSULTANT: FORM SPACE , INC 200 FIRST STREET SUITE 205 STEEL BEAM NEPTUNE BEACH, FLORIDA 32266 SEE PLAN design(c200 Irststreet.com 22„ 904-535-0270 ph 904-246-8402 fax 4" CAP PLATE A I ----------- STEEL COLUMN SEE PLAN . — i — --� --- --- — — — — --- . I �- - -----� > M O CO -I --- --- I I I --- - — (�- - - ---- —� N 1/4 j ----- -- — I I ------------ �- m I I ° N � �"x4"x9" SHEAR I I A � � i � 5/,s" x 4" x 12 \< U {� TAB w/ 3— 4"0 BOLTS I I OzLL I I z ELEVATION SECTION A-- A ELEVATION ' W J = CHANNEL TO POST CHANNEL TO CHANNEL f— F_ Q Q E ,z Ce) W NN OT 1. BOLTS SHALL BE 3/4"0 A-325-N BEARING TYPE. ALLOWABLE BOLT SHEAR = 9.25 K. < 0 m cn 2. WELDING MAY BE USED IN LIEU OF BOLTING. WELDS SHALL BE CAPABLE OF RESISTING 16KIP LOAD. V 3. SHEAR PLATE SHALL BE WELDED TO COLUMN IN ACCORDANCE WITH THE SIZE NOTED ABOVE. r_--_---� r--- - r____---~ 'FOP OF PARAPET � co Z �•— BEAM TO SQUARE HSS COLUMN CONNECTION I I I I vJ 4 STEEL BEAM TO STEEL COLUMN CONNECTION I p V p LL — - ��-- — W 0 F— �� I TRUE BEARD=-y I � CEILINI 24`-4"All. SCALE: 3/4 = 1 —0 I I I I — . I I I I I I NEW 24 DEEP I I U ------- —i ROOF JOIST, SEE L--- F EXISTING ROOF TO REMAIN NEW ROOFk SEE 6/S4.2 SEE 2/S4.5 S3.0 SEE 5/S4.2 I PROJECT NUMBER: 15111 ROOF SHEATHING, DATE ISSUED: FEBRUARY 5, 2017 SEE SPECS REVISIONS: TOP OF PA I j I I I YI I;" _ I. _�=_ .=� __ I -HI FL 4"A.F.F. _ � _w - - _._.-.-- - -------�-� �--------�------ ---:�-- �---_._ 2N FLOOR F.F. TOP OF STRUCTURE __- _. __._�- .-.' _ - - W " 1(1'-4„A.F.F. J_UO CEILING __ I CEILING NEW 20" DEEP I I NEW 24„ DEEP I I FLOOR JOIST, I I FLOOR JOIST, I I SEE S2.0 I __ I SEE S2.0 _j I I L--- I --- J SHEET TITLE — SEE 4/S4.3 SEE 2/S4.3 BUILDING FLOQR - °'¢A + ` SECTION & STAIR I � I DETAILS L_ _j 2/54.0 1 SCHEMATIC SHEET NUMBER S5.0 SCALE: 3/4"=1'-0>, ,S:,t864NiA?YS f91 .e4 +,J ri` �0 •......... . Lou Pon Aigo and ``<. .• �¢ Associates, IncS5mO. s + STRUCTURAL � • ENGINEERS Luis A Pontigo P ;�� } IL e 420 Osceola Avenue FEB 0 5 2017 �'.,,, •,�' Jacksonville Beach, FL 32250 ``r ' ' "•�, Ph. 904--242-0908 PERMIT SET FL PE NO 53311 FL: CA# 8344 SC; CA# 3579 n www.lp-a.com LIGHTING FIXTURE SCHEDULE - NOTES 2, 4, 11 TYPE MANUFACTURER CATALOG NUMBER SIZE LAMP QllAN. VOLTS MTG. HEIGHT NOTES ELECTRICAL LEGEND A A COOPER LIGHTING 2GC8FA332A-INVERTUNVEB81 32W T8 4100K 3 120 CEILING RECESSED FLOURESCENT TROFFER f FLUORESCENT LIGHTING FIXTURE - RECESSED WITH JUNCTION BOX AND FLEXIBLE FLC33D-S0-900L-UNV-LD1-T-BH- (((II!� JIJJ METALLIC CONDUIT CONNECTION. LC33-SO-90OL-30K-DNS-WFL-WH- RECESSED DOWNLIGHT ® LIGHTING FIXTURE - STRIP/SURFACE MOUNT B FOCAL POINT WH 1OW LED 3000K NA 120 CEILING RECESSED 6W LED 3000K CEILING MOUNTED- QO LIGHTING FIXTURE - RECESSED. C STUDIO A PROVIDED BY OWNER FEIT#OM40/830/LED62 3 120 NOTE 7 PENDANT -[- PENDANT MOUNTED LIGHTING FIXTURE. WALL MOUNTED- SCONCE 00--I LIGHTING FIXTURE - SURFACE OR WALL MOUNTED. D EUROFASE 28054-016 6OW E26-INCLUDED 2 120 NOTE 7 _r} 6W LED 3000K CEILING MOUNTED- ® LIGHTING FIXTURE - TAPE LIGHT E RESOURCE DECOR PROVIDED BY OWNER FEIT#OM40/830/LED62 1 120 NOTE 7 PENDANT A SOUTHERN BISTRO & BAR 6W LED 3000K CEILING MOUNTED- RT LIGHTING TRANSFORMER/DRIVER. E1 RESOURCE DECOR PROVIDED BY OWNER FEIT#OM40/830/LED62 1 120 NOTE 7 PENDANT CEILING MOUNTED- �' EMERGENCY LIGHTING FIXTURE. DO NOT SWITCH. 303 Atlantic Blvd. F HAMMERTON FORGE PROVIDED BY OWNER 40W TYPE A 6 120 NOTE 7 DO PENDANT fTNLIGHT –OT SWITCH. ARROWS AS INDICATED, SHADING DENOTES FACE OPERATION. Atlantic Beach, FL 32233 G PROGRESS LIGHTING P5774-30/30K-90CRI 17W LED 3000K NA 120 CEILING MOUNTED CYLINDER EMERGENCY EXIT LIGHT/EMERGENCY LIGHTING - SHADING DENOTES FACE OPERATION. CEILING MOUNTED- DO NOT SWITCH. H TECH LIGHTING 700-ALVP-M-I6CPB-LED930 9W LED 3000K NA 120 NOTE 7 PENDANT 6W LED 2200K CEILING MOUNTED- $ TOGGLE SWITCH - SINGLE POLE - QUIET TYPE 20��AMP, 120/277 VOLT, HUBBELL ARCHITECT: I HINKLEY FULTON 3357DZ PLT#KST58N6LSCL22K 7 120 NOTE 7 PENDANT NO. DS120W WITH NO. NPJ26W COVERPLATE - 46 MOUNTING HEIGHT, U.N.O. 1OW LED 3000K WALL MOUNTED- PICTURE LIGHT $3 TOGGLE SWITCH - THREE WAY - QUIET TYPE ��20 AMP, 120/277 VOLT, WITH IVORY Julianne N. Overby, RA J VISUAL COMFORT PROVIDED BY OWNER FEIT#OM60/830/LED62 1 120 NOTE 7 MID–SIZED THERMOPLASTIC COVERPLATE – 46 MOUNTING HEIGHT, U.N.O. Architectural and Interior Design TUBE LIGHTING DSH-24V-W27 2.3W/LF 2700K TAPE LIGHT- NOTE 8 RECESSED AND HIDDEN $4 TOGGLE SWITCH –FOUR WAY – QUIET TYPE 20 AMP, 120/277 VOLT, WITH IVORY K PRODUCTS NA 24 NOTE 6 Julianne N. Overby,MID–SIZED THERMOPLASTIC COVERPLATE – 46�� MOUNTING HEIGHT, U.N.O. J y,R.A. 10W LED 3000K WALL MOUNTED- 2452 Pullian Street TYPE, MOUNT AT EQUIPMENT HOUSING. L ARTCRAFT LIGHTING AC5663WH FEIT#OM60/830/LED62 1 120 NOTE 7 SCONCE $M TOGGLE SWITCH – SINGLE POLE, AMP, 120/277V, MOTOR RATED, GROUNDING Jacksonville Beach,Florida 32250 N 904-704-828 Email: noverb att.net 700F1-WDS-CC-LED930 6W LED 3000K CEILING MOUNTED- PENDANT $p Emajnoverby@att.net SWITCH - LUTRON NOVA SERIES, 2000 WATTS, SELECT FOR LOAD TYPE. 46" y� M TECH LIGHTING NA 12 NOTE 7 NATIONAL SPECIALTY WALL MOUNTED @ MOUNTING HEIGHT, U.N.O. N.C.12109 • FL.AR-0017060 FL.ID-4621 STEP LIGHT N LIGHTING LEDMD-WW-BK .3W LED WARM WHITE NA 12 STAIR TREAD ® OCCUPANCY SENSOR WALL SWITCH - WATTSTOPPER CONSULTANT: 0 JESCO PK923-2-38-309-BK(PKH900A) 3W LED 3000K NA 12 CABINET- NOTE 7 PUCK LIGHT- NOTE 12 #DW-100-W. 46" MOUNTING HEIGHT, U.N.O. 15W LED 3000K FEIT WALL MOUNTED- $F FAN SPEED CONTROLLER - FLUSH WALL MOUNTED, 46" MOUNTING HEIGHT, U.N.O. P BARN LIGHT ELECTRIC BLE-G-WHSI8PC-100-G36-100 #BPOM100/830/LED62 1 120 NOTE 7 OUTDOOR SCONCE j 6W LED 2200K WALL MOUNTED- ® CEILING MOUNTED OCCUPANCY SENSOR (NON-DLM) WATTSTOPPER #DT-305. Q1 RESOURCE DECOR OWNER PROVIDED PLT#KST58N6LSCL22K 1 120 NOTE 7 SCONCE OWNER PROVIDED 6W LED 2200K WALL MOUNTED- SCONCE DUPLEX 5352WRECEPTACLE NE. NPJBW COV120 ERPLATE,VOLT, 18" MIRE GROUNDING, HEIGHT,HUBBELL SHAFFEP%._ Q2 RESOURCE DECOR PLT#KST58N6LSCL22K 2 120 NOTE 7 E N G I N E E R I N G G R 0 U P , L L C R VISTA PROFESSIONAL BR8202XXLEDW 3W LED WARM WHITE NA 12 PLANTERS-STACKED BEACON DOUBLE DUPLEX RECEPTACLES - (2) TWO 20 AMP, 120 VOLT, 3 WIRE GROUNDING, 12058 San Jose Blvd,Suite 502 HUBBELL NO. 5352W WITH NO. NPJ82W COVERPLATE, 18" MOUNTING HEIGHT, U.N.O. Jacksonville,FL 32223 www.shaffereg.com CEILING MOUNTED- PH(904)239-3621, FX(904)239-3623 EXIT SIGN CoA 28265 S EMERGI-LITE W-LXN-1/2-N-G-B-UA-CS 2.5W LED NA 120 NOTE 1 DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER, 20 AMP, 120 VOLT, J.Bryan Shaffer,P.E. FL License Number 58168 WALL MOUNTED- 3 WIRE GROUNDING. HUBBELL NO. GF5352W WITH NO. HPS 1 W COVERPLATE, T COOPER LIGHTING XTORIA 10W LED 5000K NA 120 NOTE 7 WALL PACK 46" MOUNTING HEIGHT, U.N.O. EXTERIOR LOCATIONS SHALL BE MOUNTED AT 18" A.F.F. WALL MOUNTED- EMERGI-LITE OWLUXLZU INCLUDED EMERGENCY LIGHT Q ���� 1r♦ U NA 120 NOTE 5 I SPECIAL PURPOSE RECEPTACLE COMPLETE WITH COVERPLATE. SEE EQUIPMENT PLAN ®���®, WALL MOUNTED- UNLESS NOTED OTHERWISE , ® FOR COMPLETE CONFIGURATION. z > ��;• .••. ...�� ��,� V WAC LIGHTING WS-W37617-BZ 21W LED 3000K NA 120 NOTE 7 SCONCE O J ••,��l��® ALL EXISTING ELECTRICAL AT DATA/TELEPHONE OUTLET' - 4 INCH SQUARE JUNCTION BOX WITH 1-GANG M ,, a�, W COOPER LIGHTING WE-2-32-A-120-EBS 32W T8 4100K 2 120 ELEVATOR PIT FLOUORESCENT WRAP V EXTENSION RING, BLANK COVERPLATE - 18" MOUNTING HEIGHT, U.N.O. 0 W� co 0 O p�2t1�� LIGHTING FIXTURE SCHEDULE NOTES: PROVIDE 1 CONDUIT TO ACCESSIBLE ENCLOSED CEILING SPACE. BUILDING TO B E REMOVED z o * 0� 1. SINGLE OR DOUBLE FACED AS INDICATED ON DRAWING. MOUNT TO CEILING UNLESS CEILING EXCEEDS 9'-0",THEN MOUNT ABOVE DOOR. © TV OUTLET - 4 INCH SQUARE JUNCTION BOX WITH 1-GANG -� ='y: v; • 2. SEE ARCHITECTURAL CEILING PLAN FOR EXACT LOCATIONS OF LIGHT FIXTURES. 2 • Q EXTENSION RING, BLANK COVERPLATE – 96" MOUNTING HEIGHT, U.N.O. > �.— '. '•.• �:5���`` 3. NOT USED INCLUDING SERVICE PROVIDE 1" CONDUIT TO ACCESSIBLE ENCLOSED CEILING SPACE. ("'� �r �_, *.••, 0�< 4. ARCHITECT TO PROVIDE/VERIFY FINISH SELECTION FOR ALL FIXTURES 5. ARCHITECT/INTERIOR DESIGNER TO PROVIDE FINAL MOUNTNG HEIGHT. EQUIPMENT AND SERVICE QJ PRIOR TO ORDERING.5. ua FZ,,��� JUNCTION BOX SIZE PER NEC. ., 6. NOT USED MOTOR, FAN, PUMP OR AIR CONDITIONING UNIT CONNECTION PER NEC. W 7. SEE ARCHITECTURAL DRAWING FOR MOUNTING HEIGHTS CONDUCTORS W F- U 8. FOR EACH RUN OF TAPE LIGHT INSTALL A TUBE LIGHTING PRODUCTS#DSH-DRVXX-24V-MAG DRIVER. PROVIDE WATTAGE AS REQUIRED. 1111111111011111111 LIGHTING AND/OR POWER PANELBOARD. a 9. NOT USED — — 10. NOT USED WIRING IN CONDUIT, RUN CONCEALED IN SLAB OR UNDERGROUND. z M W Z M 11. FOR ALL LIGHTING PRICING,CONTACT TIM SOHL, LC-ARDD& 0 WINTER FLORIDA(904)599-8267 UNLESS OTHERWISE NOTED ON SCHEDULE WIRING IN CONDUIT, RUN CONCEALED ABOVE CEILING OR IN WALLS. M 00 12. PROVIDE POWER SUPPLY, DISTRIBUTION BLOCK AND ALL REQUIRED ACCESSORIES FOR A COMPLETE INSTALLATION. HOMERUN TO PANELBOARD - NUMBER OF ARROWS DENOTES QUANTITY OF �u CIRCUITS. CROSSMARKS INDICATE QUANTITY OF NO. 12 CONDUCTORS. RUNS VOID OF CROSSMARKS ARE 1/2 INCH CONDUIT, 3 NO. 12, U.N.O. DO NOT �-- COMBINE HOMERUNS EXCEPT AS SPECIFICALLY INDICATED ON THE PLAN. Q O 7 EY 360 DISCONNECT SWITCH, "3 60/40" DENOTES 3 POLE, 60 AMP, 40 AMP FUSES. z `� M DENOTES WEATHERPROOF WHILE-1N–USE – MOUNT RECEPTACLE VERTICALLY AND PROVIDE vJ J WP TAYMAC 71202 COVERPLATE, FOR SWITCHES PROVIDE TAYMAC 40110 COVERPLATE. W O i— PROVIDE WEATHER RESISTANT RECEPTACLE IN OUTDOOR LOCATIONS. N O GENERAL NOTES. U.N.O. UNLESS NOTED OTHERWISE. AFF ABOVE FINISHED FLOOR. m ELECTRICAL CONTRACTOR SHALL VERIFY ALL FIXTURE LOCATIONS AND MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS. AC DENOTES MOUNTED ABOVE COUNTER HEIGHT. (Z EXHAUST HOOD LIGHTS SUPPLIED WITH HOOD AND INSTALLED BY ELECTRICAL CONTRACTOR. C DENOTES MOUNTED RECCESSED IN CEILING SOFFIT. ® REFER TO THE SPECIFICATIONS FOR DATA NOT ON THE DRAWINGS. PROJECT NUMBER: 15111 GG GREEN GROUND CONDUCTOR. DATE ISSUED: FEBRUARY 5, 2017 ® THE OWNER OR KITCHEN EQUIPMENT SUPPLIER MAY SUBSTITUTE EQUIPMENT OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. THEREFORE, THE CONTRACTOR SHALL E.C. EMPTY CONDUIT WITH PULL WIRE/CORD. VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY REVISIONS: FOR ANY SUBSEQUENT RELOCATIONS DIRECTLY UPON THE CONTRACTOR. F FLOOR MOUNTED ® SEPARATE GREEN GROUND CONDUCTOR SHALL BE ROUTED IN ALL CONDUITS WITH ALL PHASE CONDUCTORS. 0 SEMI–FLUSH MOUNTED MANUAL FIRE ALARM PULL STATION, 46 INCH MOUNTING HEIGHT. ® ALL MECHANICAL EQUIPMENT SHALL BE COMPLETELY CONNECTED BY ELECTRICAL CONTRACTOR INCLUDING BOTH POWER AND CONTROL WIRING. ELECTRICAL CONTRACTOR fTS1 FIRE SPRINKLER TAMPER SWITCH SHALL REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FOR THE REQUIREMENTS ASSOCIATED WITH WIRING AND CONNECTION OF INTERLOCKING FS FIRE SPRINKLER FLOW SWITCH AND CONTROLS OF MECHANICAL UNITS AND THERMOSTAT LOCATIONS. QS (7) BRANCH CIRCUITS ARE INDICATED AS ONE CIRCUIT HOME RUNS FOR CLARITY ONLY, ELECTRICAL CONTRACTOR MAY GROUP SINGLE POLE BRANCH CIRCUITS IN MULTIPLE CEILING MOUNTED FIRE ALARM SYSTEM SMOKE DETECTOR. CIRCUITS HOME RUNS. (3 CIRCUITS MAX ® 120/208V 30, 2 CIRCUITS MAX ® 120/24OV. 30 & 10). A GROUND CONDUCTOR SIZED PER N.E.C. ARTICLE 250 IS QH CEILING MOUNTED HEAT DETECTOR. REQUIRED IN ALL POWER, RECEPTACLE, AND LIGHTING CONDUITS. SACP SPRINKLER ALARM CONTROL PANEL ® ALL ECONDUXTERIOR WILL BE BEACCEPTED.ORROOF MOUNTED EQUIPMENT AND WIRING SHALL BE MINIMIZED BY ROUTING IN CEILING SPACE. NO EXTERIOR WP WEATHER PROOF SPRINKLER ALARM HORN/STROBE SHEET TITLE (9) ALL CONDUITS SHALL BE CONCEALED IN WALL SPACE, CEILING SPACE OR UNDER FLOOR, UNLESS CONDITIONS DO NOT PERMIT FOR CONCEALED CONDUITS. o- DUCT MOUNTED SMOKE DETECTOR, MOUNTED IN A/C DUCT. SEE MECHANICAL ELECTRICAL EXPOSED, SURFACE MOUNTED CONDUITS SHALL BE PAINTED TO MATCH THE SURFACE TO WHICH THEY ARE FASTENED. DRAWING FOR MOUNTING LOCATION AND QUANTITY. ® COMPLETE SYSTEM SHALL BE GROUNDED PER N.E.0 ARTICLE 250. ® AIR CONDITIONING/HEAT PUMP SHUT–DOWN RELAY. LEGEND, NOTES, ® FINAL CONECTIONS TO ALL DIRECT CONNECTED KITCHEN EQUIPMENT SHALL BE WITH U.L. APPROVED LIQUIDTIGHT CONDUIT. PROVIDE WITH GROUND AND SCHEDULES WIRE SIZED PER N.E.C. ARTICLE 250 (2008). 0 E.C. SHALL PROVIDE AND INSTALL ELECTRICAL DEVICES AND WIRING TO COMPLY WITH N.F.P.A. 96.7-3.1.3 FOR POWER SHUTOFF ON ALL ELECTRICAL EQUIPMENT UNDER OVEN HOOD. VERIFY INSTALLATION AND OPERATION REQUIREMENTS WITH EXTINGUISHING SYSTEM SUPPLIER. PROVIDE POWER IF REQUIRED BY LOCAL CODE. ® ALL BRANCH CIRCUIT WIRE SIZE SHALL BE MINIMUM #12 AWG COPPER. PULL EQUIPMENT GROUND IN ALL RACEWAYS, PER N.E.C. SHEET NUMBER ELECTRICAL CONTRACTOR SHALL PROVIDE PROPER NUMBER AND SIZE CONDUCTOR PER N.E.C.. 5 ® ELECTRICAL CONTRACTOR SHALL PROVIDE AT EACH PANELBOARD A TYPED CIRCUIT DIRECTORY WITH PROTECTIVE PLASTIC SLEEVE. Q� ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE LABEL LISTED BY A NORTH CAROLINA APPROVED THIRD PARTY TESTING AGENCY. E = 1 00 ® SEE MECHANICAL SHEETS FOR NEW HOOD FAN NAEMPLATE DATA. ALL OTHER HVAC EQUIPMENT IS EXISTING TO REMAIN. ® ALL ELECTRICAL TERMINATIONS SHALL BE RATED FOR A MINIMUM OF 75 DEGREES C. PERMIT SET MOUNTING: SURFACE VOLTS&PHASE: 208/12OV,3 PHASE,4 WIRE MOUNTING: SURFACE VOLTS& PHASE: 208/12OV,3 PHASE,4 WIRE MOUNTING: SURFACE E PANEL P B3 & PHASE: 208/12OV,3 PHASE,4 IRE STYLE: SQ.D NQ P A N E L P B 1 AMPS: 400 STYLE: SQ.D NQ PANEL P B 2 AM PS. 400 STYLE: Q Q AMPS. 400 ENCLOSURE TYPE: NEMA 1 M.C.B.OR M.L.O: MLO ENCLOSURE TYPE: NEMA 1 M.C.B.OR M.L.O: MLO ENCLOSURE TYPE: NEMA 1 M.C.B.OR M.L.O: MLO AIC RATING 42,000A AIC RATING 42,000A AIC RATING 42,000A CIR BREAKER LOAD HAS LOAD BREAKER CIR CIR BREAKER LOAD HAS LOAD BREAKER CIR CIR BREAKER LOAD HAS LOAD BREAKER CIR NUM DESCRIPTION WIRE/CONDUIT SIZE POLE KVA A B C KVA POLE SIZE WIRE/CONDUIT DESCRIPTION NUM NUM DESCRIPTION WIRE/CONDUIT SIZE POLE KVA ABC KVA POLE SIZE WIRE/CONDUIT DESCRIPTION NUM NUM DESCRIPTION WIRE/CONDUIT SIZE POLE KVA A B C KVA POLE SIZE WIRE/CONDUIT DESCRIPTION NUM 1 ICE MAKER#2 #12,#12G, 1/2" 20 2 1.9 X 0.5 1 20 #12,#12G,1/2" RECEIVING SCALE#9 2 1 FOAMMASTER#120 #10,#10G, 1/2" 302 1.9 X 0.1 1 20 #12,#12G, 1/2" IWH 2 1 KITCHEN LTG #12,#12G, 1/2" 20 1 1.7 X 1.0 1 20+ #12,#12G, 1/2" ELEVATOR PIT 2 1.9 X 1.7 1 20+ #12,#12G, 1/2 ) SPARE 4 3 ) " TEA BREWER#125 4 Q 3 EXTERIOR LTG #10,#10G, 1/2" 20 1 1.4 X 1.4 1 20 #12,#12G, 1/2" BAR LTG 4 3 1.9 X 1 20 5 ICE CU BER#6 #12,#12G, 1/2" 20+ 1 1.4 X 3.0 1 40 #8,#10G,3/4" REMOTE BEER SYS#13 6 5 COFFEE GRINDER#121 #12,#12G, 1/2" 20+ 1 1.3 X 0.5 1 20+ #12,#12G, 1/2" UC REFRIGERATOR#126 6 5 DINING LTG #10,#10G, 1/Z" 20 1 1.8 X 0.5 1 20 #12,#12G,1/2" RESTROOM LTG 6 7 REACH-IN FREEZER#15 #12,#12G,1/2" 20+ 1 1.0 X 1.2 1 20+ 1#12,#12G, 1/2" UC REFRIGERATOR#27 8 7 SPARE 20 1 X 0.5 1 20+ #12,#12G, 1/2" WALK-IN FREEZER#128 8 7 BOOSTER HEATER#80.1 #1,#6G,1 1/2" 125 3 12.0 X SPACE 8 A SOUTHERN BISTRO & BAR 9 WALK-IN COOLER#16 #12,#12G, 1/2" 20 1 0.2 X 1.0 1 20 #12,#12G, 1/2" KITCHEN EXHAUST HOOD#29 10 9 COOLER EVAP#127.1 #12,#12G, 1/2" 20 1 0.3 X I SPACE 10 9 ) 12.0 X SPACE 10 11 SPACE X 1.2 1 20+ #12,#12G, 1/2" PRESSURE FRYER#30 12 11 SPACE X SPACE 12 11 ) 12.0 X SPACE 12 J 13 SPACE X (SHUNTTRIP) 14 13 BACK BAR REFRIGERATOR#91 #12,#12G, 1/2" 20 1 0.8 X 0.3 1 20 #12,#12G, 1/2" WINE CELLAR#95 14 � 13 PARKING LIGHTING #12,#12G,1/2" 20 2 0.5 X 0.3 1 20 #12,#12G, 1/2" ELEV MACH SPACE REC/LTG 14 303 Atlantic Blvd. 15 120V REC-PREP COUNTER#26 #12,#12G, 1/2" 20+ 1 1.1 X 7.0 3 80 #4,#8G, 11/2" AIR-O-STEAM#35 16 15 GLASSWASHER#119 (3)#8,#10,3/4" 40 2 3.2 X 3.2 2 40 (3)#8,#10G,3/4' GLASSWASHER#108 16 15 ) 0.5 X 1.5 1 20 #12,#12G, 1/2" REC-OFFICE/RR 16 MOTE REFRIGE RACK 18 Atlantic Beach FL 3223% 17 AIR-O-STEAM#32 #6,#10G, 1" 60 3 5.5 X 7.0 ) 18 17 ) 3.2 X 3.2 ) 18 17 SPACE X 3.7 3 40 #8,#10G,3/4" RE 19 ) 5.5 X 7.0 ) 20 19 DISHWASHER#80 #6,#1OG,1" 60 3 5.4 X 1 20 SPARE 20 Q 19 SIGN #12,#12G, 1/2" 20 1 1.0 X 3.7 ) 20 21 ) 5.5 X (SHUNTTRIP) 22 21 ) 5.4 X 0.5 1 20 #12,#12G, 1/2" CO2 MONITORING SYSTEM#8 22 Q 21 EXTERIOR LTG #10,#10G, 1/2" 20 1 1.5 X 3.7 ) 22 23 (SHUNT TRIP) X 4.7 3 50 #8,#10G,3/4" BRAISING PAN#36 24 23 ) 5.4 1 X 0.5 1 20+ #12,#12G,1/2" BAG-IN-BOX#22 24 23 REC-KITCHEN #12,#12G,1/2" 20+ 1 1.1 X 0.5 1 20 #12,#12G,1/2" REC ROOF 24 ARCHITECT: 25 MIXER#38 #12,#12G, 1/2" 20 2 1.0 X 4.7 jX 1.1 3 20 #12,#12G, 1/2" FAN#1 26 26 25 CHILLER#89 #12,#12G, 1/2" 20+ 1 0.3 X 1 20+ SPARE 26 25 (SHUNTTRIP) 27 ) 1.0 X 3.0 ) 28 27 KITCHEN EXHAUST HOOD#61 #12,#12G,1/2" 20 1 1.0 X 1.1 1 20+ #12,#12G, 1/2" REFRIGERATOR#60 28 27 ICE CUBER#6 #12,#12G, 1/2" 20+ 1 1.4 X 1.1 ) 28 Julianne N. Overby, 29 CONVECTION OVEN#50 #12,#12G, 1/2" 20 2 1.3 X (SHUNTTRIP) 30 29 INGREDIENT RAIL#54 #12,#12G, 1/2" 20+ 1 0.6 X 0.7 1 20+ #12,#12G, 1/2" BACK BAR REFRIGERATOR#88 30 29 HOLDING CABINET#58 #12,#12G, 1/2" 20 2 0.4 X 1.1 ) 30 31 ) 1.3 X 1.3 1 20+ #12,#12G, 1/2" REFRIGE/FREEZER#42 32 31 REC-KITCHEN #12,#12G, 1/2" 20+ 1 1.3 X 0.9 1 20+ #12,#12G,1/2" WATER PURIFICATION#118 32 31 ) 0.4 X 1.8 3 30 #10,#10G,3/4" FAN#2 32 Architectural and Interior Design 33 HEAT LAMPS#52 #12,#12G, 1/2" 20 1 1.8 X 1.1 1 20+ #12,#12G,1/2" REFRIGERATOR#51 34 33 REC-KITCHEN #12,#12G, 1/2" 20+ 1 1.3 X 0.9 1 20+ #12,#12G,1/2" POS REGISTER#107 34 33 SACP #12,#12G, 1/2" 20 1 0.2 X 1.8 ) 34 Julianne N. Overby,R.A. 35 WAFFLE MAKER#57 #12,#12G,1/2" 20 2 1.7 X 0.8 1 20+ #12,#12G, 1/2" SANDWICH PREP#47 36 35 REC-KITCHEN #12,#12G, 1/2" 20 2 0.5 X 0.4 1 20+ #12,#12G, 1/2" POS SYSTEM#112 36 35 FAN#3 210,#10G,3/4" 30 3 1.8 X 1.8 ) 36 2452 Pullian Street 37 ) 1.7 45 (SHUNT TRIP) X 0.8 2 20 #12,#12G,1/2 FOOD WARMER#71.1 46 45 COFFE BREWER#122 X 0.8 2 20 #12,#12G,1/2" FOOD WARMER#56 38 37 ) 0.5 X 0.5 1 20+ #12,#12G, 1/2" SODA GUN#101 38 37 ) 1.8 X SPACE 38 Jacksonville Beach,Florida 32250 ) 40 39 REC-BAR/WAIT #12,#12G, 1/2" 20 2 0.6 X 1.1 1 20 #10,#10G, 1/2" REC-DINING/RR 40 39 ) 1.8 X SPACE 40 904-704-8628 39 SPARE 20 1 X 0.8 41 SPACE X 0.5 1 20+ #12,#12G,1/2" CONVECTION OVEN#67 42 41 ) 0.6 X 0.7 1 20+ #12,#12G, 1/2" REC-BAR/WAIT 42 41 SPACE X rby SPACE 42 Email: jnove@att.net N.C.12109 • FL.jnoverby@att.net • FL.ID-4621 43 HEAT LAMP#65 #12,#12G, 1/2" 20+ 1 1.2 X (SHUNTTRIP) 44 43 EF'S #12,#12G, 1/2" 20 2 0.5 X 0.4 1 20 #12,#12G, 1/2" REC-TV 44 (3)#8,#10G,3/4' 40 2 3.3 X 1.3 1 20 #12,#12G,1/2" REC-DINING 46 PANEL LOAD KVA AMPS NOTES: CONSULTANT: 25.3 210 1 47 CONVECTION OVEN#69 #12,#12G, 1/2" 20+ 1 0.5 X 0.8 ) 48 47 ) 3.3 X 0.5 1 20 #12,#12G, 1/2" ELEVATOR CAB LTG 48 PHASE , 49 (SHUNT TRIP) X (SHUNTTRIP) 50 49 SPACE X 0.2 1 20+ #12,#12G, 1/2" BEVERAGE TABLE#115 50 PHASE B 28.3 235 +PROVIDE GFCI PROTECTION 1{ 51 CONVECTION OVEN#72 #12,#12G, 1/2 20+ 1 0.5 X 0.8 1 20+ 1#12,#12G 1/2" REFRIGERATED BASE#68 52 51 ISPACE X 0.3 1 1 20+ #12,#12G, 1/2" 1 MILK REFRIGERATOR#120 52 PHASE C 24.7 205 53 (SHUNTTRIP) X (SHUNT TRIP) 54 53 ISPACE X ISPACE 54 TOTAL 78.3 217 @ 208V,3 PHASE SHAFFEB,.- PANELLOAD KVA AMPS NOTES: PANEL LOAD KVA AMPS NOTES: ENGINEERING G R 0 U P , LLC PHASE 29.1 242 1 PHASE 13.6 113 1 PHASE B 26.5 220 PHASE B 27.1 225 12058 San Jose Blvd, Jacksonville,FL 32223 wwshaffereg.com er PHASE C 28.4 236 +PROVIDE GFCI PROTECTION PHASE C 21.4 178 + COA 28265 PROVIDE GFCI PROTECTION PH(904)239-3621, FX(904)239-3623 J.Bryan Shaffer,P.E. FL License Number 58168 TOTAL 84 233 @ 208V,3 PHASE *DIVERSIFIED LOAD-54.8 KVA TOTAL 62.1 172 @ 208V,3 PHASE * DIVERSIFIED LOAD-44.OKVA ,��ti�eivate� :C000 c SURFACE VOLTS& PHASE: 208/120V,3 PHASE,4 WIRE MOUNTING: SURFACE VOLTS&PHASE: 208/12OV,3 PHASE,4 WIRE l"� ,l�* MOUNTING: S PAN E L PA PAN E L PC _ STYLE: SQ. D NQ AMPS: 1000 STYLE: SQ. D NQ AMPS: 200 C.) ENCLOSURE TYPE: NEMA 1 M.C.B.OR M.L.O: MCB ENCLOSURE TYPE: NEMA 1 M.C.B.OR M.L.O: MCB � � AIC RATING 65,000A AIC RATING 42,000A / ",fill CIR BREAKER LOADPHAS LOAD BREAKER CIR CIR BREAKER LOAD HAS LOAD BREAKER CIR PANEL SCHEDULE NOTES. 0 ` L ,",fill NUM DESCRIPTION WIRE/CONDUIT SIZE POLE KVA A B C KVA POLE SIZE WIRE/CONDUIT DESCRIPTION NUM NUM DESCRIPTION WIRE/CONDUIT SIZE POLE KVA A B C KVA POLE SIZE WIRE/CONDUIT DESCRIPTION NUM ® REFERENCE NOTE ON DRAWING ..J (3 Uj 1 ELEVATOR (3)#1,#6G,1 1/2" 125 3 7.4 X 11 3 200 (4)#3/0,#6G,2" PANEL PC 2 1 ROOF BAR& DINING LTG #12,#12G, 1/2" 20 1 1.2 X 0.5 1 20 #12,#12G, 1/2" ROOF PATIO LTG 2 // 3 ) 7.4 X 12 ) 4 1 3 RR LTG &STAIR CHANDELIER #12,#12G, 1/2" 20 1 1.0 X 3.2 2 40 (3)#8,#10G,3/4' GLASSWASHER#206 4 1. CIRCUITS MAY BE GANGED TOGETHER WITH THE WIRE SIZES INDICATED FOR UP TO THREE LL 5 j 7 4 X 8 8 ) 6 5 UC REFRIGERATOR#211 #12,#12G,1/2" 20+ 1 0.5 X 3.2 ) 6 CURRENT CARRYING CONDUCTORS IN A CONDUIT. WHEN THE NUMBER OF CURRENT CARRYING Q Q 7 PANEL PB1 (4)#250;#4G,3" 250 3 29 X 25 3 400 2 SETS: PANEL P63 8 7 SODA DISPENSER#212 #12,#12G,1/2" 20+ 1 1.5 X 1.9 2 30 1#10,#10G,1/2" ICE MAKER#217 8 CONDUCTORS EXCEEDS THREE, WIRES SHALL BE UPSIZED AND DERATED IN ACCORDANCE WITH REC-POS ROOF #12 #12G 1 2" 20+ 1 1.5 X 1.9 I 10 NEC TABLE 310.15(B)(2)(a). CONDUIT SIZES SHALL BE ADJUSTED TO COMPLY WITH NEC Z Cn WMM 9 ) 27 X 28 (4)#3/0,#3G,2 ) 10 9 / TABLES FOR CONDUCTOR FILL BASED ON CONDUIT TYPE. Q C) IW 11 ) 12 11 BAR REFRIGERATOR#219 #12,#12G,1/2" 20+ 1 0.7 X 3.2 2 40 (3)#8,#10G,3/4' GLASSWASHER#240 12Cn 28 X 25 ) 13 BAR REFRIGERATOR#221 #12,#12G,1/2" 20+ 1 0.7 X 3.2 ) _ 13 PANEL P62 (4)#250,#4G,3 250 3 14 X 7.6 3 90 #3,#8G, 11/4" RTU-5 14 14 2. ROUTE THROUGH CONTACTOR. � 1 15 ) 27 X 7.6 ) 16 15 BAR CHILLER#222 #12,#12G, 1/2" 20+ 1 0.3 X 0.7 1 20+ #12,#12G, 1/2" BAR REFRIGERATOR#225 16 3. PROVIDE SHUNT TRIP ON BREAKER. CONNECT TO SPRINKLER ALARM RELAY FOR WATER FLOW OF CO 17 ) 21 X 7.6 ) 18 17 REC-ROOF BAR #12,#12G,1/2" 20 2 0.8 X SPACE 18 SPRINKLER HEADS IN ELEVATOR SHAFT. < C) 19 RTU-1 #3,#8G,1 1/4" 90 3 7.6 X SPACE 20 19 ) 0.8 X SPACE 20 21 SPACE 22 21 REC-ROOF DINING #12,#12G, 1/2" 20 1 1.5 X SPACE 22 ) 7.6 X ''^^ 23 7.6 X SPACE 24 23 SPARE 20 1 X SPACE 24 V J " J 25 RTU-2 #3,#8G,1 1/4" 90 3 7.6 X 1.9 3 30 #10,#10G,3/4" MAU COND#1 26 25 1 EF'S #12,#12G, 1/2" 20 1 0.5 X 0.5 1 20+ ,#12,#12G,1/2" SODA GUN#235 26 mow/ 27 ) 7.6 X 1.9 ) 28 27 REC-N'S #12,#12G, 1/2" 20 1 0.5 X 0.9 1 20+ #12,#12G, 1/2" REC-ROOF BAR 28 W O 29 j 7.6 X 1.9 ) 30 29 SPACE X 0.4 1 20 #12,#12G, 1/2" REC-TELEPHONE BOARD 30 U 31 RTU-3 #3,#8G, 11/4" 90 3 7.6 1 X 1.9 3 30 #10,#10G,3/4" MAU COND#2 32 31 SPACE XI SPACE 32 33 ) 7.6 X 1.9 ) 34 33 SPACE X SPACE 34 35 ) 7.6 X 1.9 ) 36 35 SPACE X I SPACE 36 LOAD CALCULATION - PANEL PA 37 RTU-4 #3,#8G, 11/4" 90 3 7.6 X SPACE 38 37 SPACE X SPACE 38 PROJECT NUMBER: 15111 39 ) 7.6 X SPACE 40 39 SPACE X ISPACE 40 41 7.6 X SPACE 42 41 SPACE XE—i— SPACE 42 DATE ISSUED: FEBRUARY 5, 2017 LIGHTING 12.5KVA ® 125% 15.6 KVA REVISIONS: PANEL LOAD KVA AMPS NOTES: PANEL LOAD KVA AMPS NOTES: RECEPTACLES — 1 st 1 OKVA 10.0 KVA PHASE A 127.5 #### 1 PHASE A 10.8 90 1 RECEPTACLES — REMAINDER(8.7) ® 50% 4.4 KVA PHASE B 142.1 #### PHASE B 11.5 95 PHASE C 132.5 #### PHASE C 8.8 73 KITCHEN EQUIPMENT — 141.5KVA 0 65% 134.5 KVA TOTAL 402.1 #### @ 208V,3 PHASE TOTAL 31.1 86 @ 208V,3 PHASE GENERAL EQUIPMENT 22.5 KVA MECHANICAL HVAC EQUIPMENT 141.5 KVA SHEET TITLE TOTAL 328.5 KVA ELECTRICAL AMPS CSD 208V., 30 913 AMPS ELECTRICAL FEEDER 1000 AMPS PANEL 4 SCHEDULES SHEET NUMBER Emi 01 PERMIT SET f JEA POLE MOUNTED TRANSFORMER EXPOSED CEILING tf` PANEL (2) 2"C. TO BUILDING EXTERIOR TELEPHONE WEATHER HEAD 'PC NYLON BUSHING (IF REQUIRED) OR UNDERGROUND TO POLE AS Q ' LAY-IN CEILING DIRECTED BY AT&T/COMCAST { i 200A 2 1/2"C. TO ABOVE CEILING��__._ M.C.B. 1"E.C. WITH 1"E.C. WITH 1"E.C. WITH -�-PROVIDE BUSHING (TYPICAL) 1"E.C. WITH A SOUTHERN BISTRO PULLSTRING PULLSTRING PULLSTRING TELEPHONE PULLSTRING 120/208V, 30 BOARD -Iv TYPICAL TEL./DATA OUTLET N 303 Atlantic Blvd SECOND FLOOR -- Atlantic Beach, FL 3 0 #3/0G, 1"C. FLOOR LEVEL ARCHITECT: TELEPHONE/DATA/TV SINGLE LINE DIAGRAM Julianne N. Overby Architectural and Interior Desi 00A ERNC NEMA CIRCUITNOT TO SCALE BREENCLOSURE, 65,000 AIC Julianne N. Overby, R.A. PANEL PANEL PANEL PANEL 2452 Pullian Street 'PA' 'PB3' 'PBI' 'P82' Jacksonville Beach,Florida 32251 KWHM O 904-704-8628 CT ' 4 N.TCn2109 l V 0 FL. 001�Ot FL,ID-4621 CABINET NEUTRALII GROUND ANY LINE NEUTRAL VOLTAGE 1000A 400A 400A 400A OCCUPANCY M.L.O. M.L.O. M.L.O. M.L.O. LOAD LOPED SENSOR USING CONSULTANT: TERMINALS 120/208V, 30 120/208V, 30 120/208V, 30 120/208V, 30 EMERGENCY NFUTRAL LIGHT LOCAL r SWITCH PHOTOCELL 4 NORMAL H LIGHT SHAFFEI N ® ENGINEERING GROUP , 58 aose vd, uite 502 Jacksonville,FL 32223 www.shaffereg.coi 120Sn JBlS TIME CLOCK PH(904)239-3621, FX(904)239-3623 TROK. DG-100 EXTERIOR LIGHTING CONTACTOR COA28265 TIMER AT PANEL PROVIDE 1-6 POLE 30 AMP ,yan Shaffer,P.E. FL License Number NEW JEA MANHOLE WITHIN 10' v ELECTRICALLY HELD CONTACTOR J.a OF NEW JEA POLE #3/0G, 1"C. POWER RISER DIAGRAM = 00 _ AND ROUTE CIRCUITS c� o z w TC THRU CONTACTOR. PROVIDE 120V NOT TO SCALE Z (— —_ _—) w COIL. PROVIDE PHOTOCELL, MOUNT ' ® REFERENCE NOTE II POWER 6" ABOVE ROOF AND OVER RIDE I PACK SWITCH AT PANEL MARKED ��. •'' 1. 3 SETS: (4)#400, 3"C. "EXTERIOR LIGHTING". VERIFY NUMBER Z OVER OF REQUIRED POLES WITH QUANTITY 0 J 2. ALL CONDUCTOR SIZES BASED ON COPPER RIDE SWITCH OF NEW AND EXISTING EXTERIOR MM Z TYPICAL 3/4" x 10, 1z"", CONDUCTORS. LIGHTING CIRCUITS. W ,o COPPER CLAD GROUND ROD 3. 3 SETS: (4) #400, #2/OG, 3" C. j 0 * TROL CTRL OUT OCCUPANCY ' ' (— 4. SEE PANEL SCHEDULE FOR WIRE AND CONDUIT SIZES. –OMOMENTARY SWITCH SENSOR �— J �'��••' '� 5. CONNECT GROUND TO BUILDING FOUNDATION REBAR, COMMON USING R C I .2L LS BUILDING STEEL, AND METAL WATER SERVICE PIPE. O z LjL 6. (3) 4" SCHEDULE 40 90 DEGREE ELLES/CONDUITS I (. - - -- -- -- �-� Z .. FROM MAN HOLE TO POLE. * CTRL OUT MOMENTARY SWITCH OCCUPANCY ., j SW 7. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL +'N+2SENSOR SERVICE/METER REQUIREMENTS WITH JEA PRIOR TO BID. COMMON COMM' USING FOURMON TERMINALS ALL REQUIREMENTS SHALL BE INCLUDED IN BASE BID. Q FOR EMT, CONNECTORS SHALL JEA CONTACT: COSTA THEODORIDIS. 904-665-6734. EXTERIOR LIGHTING CONTROL DIAGRAM m LU BE COMPRESSION TYPE, WITH Z INSULATED THROAT LIGHTING MOTION SENSOR DETAILS NOT TO SCALE 0 m NOT TO SCALE 4 SQUARE DEVICE BOX CO ~ Q O 0 Z BOX DEVICE COVER WITH MAKE CIRCUIT JOINT WITH �� Q RAISED RING OF PROPER m TWIST-ON CONNECTOR, `' L.J.. J DEPTH AND TYPE FOR WALL AND CONNECT TO DEVICE W O CONSTRUCTION. RING TO ! WITH SINGLE LEADS. N FINISH FLUSH WITH WALL fy O Q m 1#12 AWG GREEN INSULATED r ! JUMPER TO BOX BONDING V SCREW TO SPRIKLER ALARM DEVICES JUMPER AINTOGDEEN INSULATED NG (1) CAT5E CABLE IN 3/4"C. 120V. AC SCREW TO TEL. SERVICE BOX PROJECT NUMBER: 15111 DEVICE TRIM PLATE DATE ISSUED: FEBRUARY 5, REVISIONS: FIRE RISER TYPICAL DUPLEX RECEPTACLE INSTALLATION SPRINKLER ALARM CONTROL PANEL TS FS NOT TO SCALE SEE NOTES 4,6 GASKET REMOVABLE 16 GA. GASKETED SCREW COVER TOP. 6" x 6" x 4" HIGH 302 STAINLESS STEEL BOX SPRINKLER ALARM RISER DIAGRAM SHEET TITLE BRANCH CIRCUIT CONDUIT JUNCTION BOX WITH ALL SEAMS WELDED ATTACHED TO STRUCTURE RECEPTACLE, SEE FLOOR AND GROUND SMOOTH. NOT TO SCALE PLAN FOR CONFIGURATION. PAINT EXTERIOR OF BOX ELECTRICAI lo 0oTO MATCH WALL. FIRE ALARM RISER NOTES: 1. ALL FIRE ALARM WIRING SHALL BE INSTALLED IN CONDUIT SIZED PER DETAILS AN 6 FT MAX. LENGTH OF FLEXIBLE CONDUIT TO ALLOW GROUNDING CONDUCTOR N.E.C. AND NFPA-70, ARTICLE 760. FOR RELOCATION. INCLUDE GROUND WIRE. MAXIMUM ATTACH TO BOX (TYP) , OF THREE (3) FLEX. RUNS PER JUNCTION BOX. 11 STAINLESS STEEL 2. NOT USED. RISER DIAG R�► BUSHING WEATHERPROOF COVER, LOCKNUT SIERRA NO. WPH-1, r A9 FLOOR STYLE 165. 3. SEE MECHANICAL DRAWINGS FOR QUANTITIES AND EXACT LOCATIONS OF <x �_� DUCT TYPE SMOKE DETECTORS, FLOW AND TAMPER SWITCHES. a11 LAY—IN TYPE FLUORESCENT TROFFER � SEE LIGHTING FIXTURE SCHEDULE * 4. SPRINKLER ALARM PANEL SHALL BE ZONED PANEL WITH COMMUNICATIONS < , "V SHEET F SEAL AROUND PERIMETER CAPABILITY. SHEET NUMBER < !Y A OF BOX AND LOCKNUT $, = � 1 FASTEN TO CEILING MEMBER BY BOLTS, WITH SILICONE SEALANT. 5. PROVIDE FIRE ALARM SHUT—DOWN RELAYS AT ALL HVAC EQUIPMENT. N: , SCREWS OR RIVETS AT 2 LOCATIONS OFF RIGID GALVANIZED STEEL CONDUIT (TYP.) ANCHOR BOX TO FLOOR WITH 6. PROVIDE CONDITIONED ENCLOSURE SIMILAR TO STI #7560AH THAT IS .a:. EACH OF THE TWO LONG SIDES. 1/4" x 2-1/2" S.S. SCREWS , TYPE G INVERTED 'T CEILING GRID. SECURE FIXTURE TO / / COMPATIBLE WITH SPRINKLER ALARM PANEL. . . » AND EXPANSION INSERTS. ✓" ,Y GRID WITH APPROVED METHOD, FOUR PER FIXTURE. (TYPICAL OF 4) 7. PROVIDE AUTOMATIC TELEPHONE DIALER. COORDINATE WITH E = 1 02 KITCHEN FLOOR BOX DETAIL MONITORING COMPANY FOR TYPE OF EQUIPMENT. DIALER SHALL MEET ALL REQUIREMENTS OF NEPA. NOT TO SCALE TYPICAL LAY-IN FIXTURE INSTALLATION - DETAIL NOT TO SCALE PERMIT SEI NEW JEA POLE ' wa�L / NEW JEA MANHOLE / / (HEIGHT VARIES) 15" A SOUTHERN BISTRO &. BAR '�V 303 Atlantic Blvd. O aBv Atlantic Beach FL 32233 CONCRETE REfA1NING-- N ' ' , ELECTRICAL SITE PLAN ARCHITECT: WALL SCALE: 109=10J-09) Overby,Julianne N. y, RA WHM, CT CABINET AND Architectural and Interior Design SERVICE DISCONNECT PLAN NOTES Julianne N. Overby,R.A. 2452 Pullian Street 03a , REFERENCE NOTE ON DRAWING Jacksonville Beach,Florida 32250 1 1414" 904-704-8628 W, WALK T❑ STREET 1. VERIFY FIXTURE VOLTAGE PRIOR TO CONNECTION. PROVIDE Email: jnoverby@att.net APPROXIMATE LOCATION h BUCK/BOOST TRANSFORMER OR REPLACE FIXTURE BALLAST N.C.12109 •FL.aR-0017060•FL.m-4621 OF TELEPHONE BOARD be•a..a� IF REQUIRED. ON 2ND FLOOR 2. ROUTE THROUGH CONTACTOR. CONSULTANT: 3. SEE RISER DIAGRAMS FOR WIRE AND CONDUIT - REQUIREMENTS. ^. 4 4. SEE JEA DETAILS FOR MANHOLE REQUIREMENTS. PROVIDE Q �v BOLLARD PROTECTION. 0,1' extsrcrw nooff 5. CUT AND PATCH EXISTING PAVING. z SHAFFER._ EXISTING WALKWAY � CONCRETE WALK 1 ® ENGINE ERING GROUP , LLC RAMP 12058 San Jose Blvd,Suite 502 Re�ov �^ N u 1z 1 Jacksonville,FL 32223 www.shaffereg.com PH(904)239-3621, FX(904)239-3623 LANDSCAPE 7a COA 28265 HC SPACE PLANTER J. Bryan Shaffer,P.E. FL License Number 5$168 RELOCATED CEOZ1� Q H.C. RAMP @ 1-12 C7 15"** EXTERIOR BALCONY • ,�/1111UOr�� rM UVLKIIANU ❑ ,�� J,�, I ❑ r ❑ LANDSCAPE <^. - 1��+ PLANTER SIR # ik Pon8gB8® � �. •••�J3A,I�� �� • \ o -� RE-STRIPE EXISTING SPACES �� moo: m � Wtz r: (' Q. .� w v; 0 Z/ LL �+/i/lP% ``,,, W J _ m m 15" M ' , Z O 00 Q M � � U BIKE M — ° RACK O LOCATI❑ (� Z PB -13 1r—h ^ Q n 6"HEADER CURB V♦ LHEDGE %_& HEDGE W 0 0.9 *1' 6" 15" *15. G� A/ O 1/2°IP 6 HEADER CURB w 6°HEADER CURB EXISTING LIGHT NO ID. a I� � POLE/FIXTURES TO REMAIN 12" *12' *12' *10.m GM O�q v 12" 12,. 10" 10' 12' 1 ® �A PROJECT NUMBER: 15111 RIGHT OFWAY PER DATE ISSUED: FEBRUARY 5, 2017 — � Pl11T 900K 5, PAGE 69 - - REVISIONS: ATLANTIC BOULEVARD (RIGHT OF-WAY /ARIES, PAVED SHEET TITLE ELECTRICAL SITE PLAN s a �e A SHEET NUMBER E =200� t4 , PERMIT SET 28. 27, t 127 1 3 6 , 3 Q A SOUTHERN BISTRO & BAR so o. — 303 Atlantic Blvd. 128 CONNECT TO REMAINING Atlantic Beach, FL 32233 T T ECOND STAIR LIF 0- EE F 0 R SWITCH. N A ` A -�_ SEE SHEET E30 10 9 8 z -- U ARCHITECT: T PB3– !x2) 4 W W N. Overb RA �oz Julianne y, -- $, p 1 - 89 91 Architectural and Interior Design —..aakaz'� A Julianne N. Overby,R.A. U B3 1 - PB3-2 a - — LIGHTING 2452 Pullian Street N H _.___._____._ ___. wP LIGHT ZONE __ _ ____ .-_.__E r7 _ _.._____.__#_t-=- Jacksonville Beach, Florida 32250 SANK AIL 2 1 — _ j' U U _____...___ `❑ $ °�° -- -- – �-- 904-704-8628 BEL . \� S ILI1 1 sF 1 p01 , Email: jnoverby@att.net ibol B -f'Y F. B N.C.12109 • FL.AR-0017060• FI,.ID-4621 A I r B0 B B O B O BO O O N U _ p CL CONSULTANT: –1 r-- $Df $Da F F. EE ()1 _-- ( A __r • D. -- - - -- -- - -=PBS--6 Oy PB3-1 a 71 g 125 g ( J [ _ 126 I O V LEI) � E01 n ® Q (E) ® ® O 122 �,... __ ____ SHAFFEP...-69 O--B B B B B �— 12 9' 12 ENGINEERING GROUP , LLC 12058 San Jose Blvd,Suite 502 CLG. HT. g - WO®D Jacksonville, (904)239-36213 FX 904)239-3623 m A 5 D p % I 1 11 ---PBS--6 - COA 28265 B A _ -- 5 — =a 5 a , „ _ ACCENT J.Bryan Shaffer,P.E. FL License Number 58168 9'-0" F. -0" x ®(� L�i PB3-5 p CLG. H .- G. g1 1 5 I U F F. ����tun►►tr $Dk B O B H #1 H $ D IL NK �ol z ��¢� r, za^xsa- aa•x36'� o ` t ELow. = g .` 1..' _... tii �. r ; � •. 77 7"7 1 0DOT K �P! F.F. 4 $D CLG. HT. - E _ p ,J 3, O p � A A A A M •w a O• 22 PB3 ___._ 4 2 10'-0" F.F. U �, W v c'y � ¢. ., L—CL HT. 711V B p p � B O B O B p �p BO Bp gp gp gp BO Q U to �. r o S_ APB 1 D U U D $Dn s 1 E ® E E K`ly^., ..r 1 p ���►►►►►n % z LL $D, E 1 E E E E E 1 U z Q T P P P P P P P P PP -3 ® Q ® ® Q ® w Z 38 E4 42 47 LIGHTING ZONEJ J_ #2 - NOTE 10 Bp Bp ep Bp Bp < Q 10'- ' z MW o 00 I r Q co CL I U D D S D M — �_ �S �C M z P83-21 r^� Q U) D D D D OO ! a' --� \ W p I WpQ � RIKMI. N 't T T T IT LIGHTING PLAI V — I IRST FLOOR PROJECT NUMBER: 15111 SCALE: 3/16"=1'-0" DATE ISSUED: FEBRUARY 5, 2017 REVISIONS: LIGHTING PLAN NOTES (D REFERENCE NOTE ON DRAWING 1. CONNECT EXIT SIGNS AND EMERGENCY LIGHTS TO CONSTANT HOT CONDUCTOR OF ROOM LIGHTING CIRCUIT UNLESS NOTED OTHERWISE. 2. ROUTE CIRCUIT THROUGH CONTACTOR. 3. CONNECT TO FREEZER/COOLER LIGHTING. INSTALL WIRE, CONDUIT AND SWITCHING AS REQUIRED. SHEET TITLE 4. FIXTURE SHALL BE LOCATED DIRECTLY OVER ELEVATOR MACHINE SPACE DOOR. ELECTRICAL 5. OORDINATE DIMMER TYPE AND WIRING REQUIREMENTS WITH BALLAST/LOAD. SWITCH BANK D 1 SWITCH BANK D 2 INSTALL WIRES BETWEEN DIMMER AND LOAD AS REQUIRED FOR LIGHTING PLAN BALLAST/DRIVER TYPE. INSTALL ADDITIONAL LOW VOLTAGE CONDUCTORS IN NO SCALE NO SCALE CONDUIT WHEN REQUIRED FOR 0-10V DIMMING. 6. INSTALL (3) FIXTURES ALONG EDGE OF MIRROR. CIRCUIT NUMBER TYP. 3 - FIRST FLOOR 7. LOCATE DRIVER FOR LED TAPE LIGHT AT ACCESSIBLE LOCATION HIDDEN FROM CIRCUIT NUMBER TYP. ''' > � 4 VIEW OF PUBLIC. Q 8. SEE ELEVATIONS AND SECTIONS FOR INSTALLATION LOCATION AND QUANTITY OF d- d- d- �t �t � w °u: SHEET NUMBER TAPE LIGHT. 0 L0 In 0 In In 9. INSTALL AN INGRADE TRANSFORMER TO POWER ALL TYPE R FIXTURES. m m m m m 4 CONNECT WITH DIRECT BURRIED LOW VOLTAGE CABLE. PROVIDE CONDUIT m m m m m m m m m m m WHERE ROUTED UNDER PAVING. m m CL LL m m m 0 0-7 10. ALL LIGHTING IN EACH LIGHTING ZONE SHALL BE CONTROLLED TOGETHER. $Df$Dg$Dh$Di $Dj $Dk$Dm$Dn $DO$Db$DC$Dd$De E =300 '. ROUTE ALL CIRCUITS IN THIS AREA THROUGH POWER PACKS PRIOR TO : SWITCHES. SEE DETAIL. PERMIT SET _ ys� CONNECT TF EMAINING STAIR LIG H EE SHEET E30 SII g ` I A SOUTFIER�J BI TR > & BAR 303 Atlantic Blvd. TO SWI. C6AT FIRST FLOOR.i SSE SHEET E300 Atlantic Beach, FL 32233 I S -_ T B O B O NL O ARCHITECT: T B o 1 Julianne N. Overby, RA PC-- `5 -- Architectural and Interior Design B • A PC- c Julianne N. Overby,B J y,R.A. ,o _ 2452 Pullian Street Jacksonville Beach,Florida 32250 B Q B O O Email:904-704-8628 nova by@att. net N.C.12109 • FL.AR-0017060•FL.ID-4621 LI CONSULTANT: -----1 M O B SEE SWIT O ..r a IIIrI • I_ a O — P 3 I1 Dd (� ---- —3 U:] j $Do -_ r Q SHAFFER- 9 j U L_� _ =; T) J. ENGINEERING GROUP , LLC f _ - 12058 San Jose Blvd,Suite 502 I B _ _--_ =1 Jacksonville,FL 32223 www.shaffereg.com B O El PH(904)239-COA 28265 904)239-3623 - Bryan Shaffer,P.E. FL License Number 58168 L J L--j L—j _U L--j -L_j- -i -Li D B B B —B B `��1N���e.aoiy O O O O Q ,Q� . * z >zoo cc, 00 dCID 0 .2 Q .Ecc U.0 O O O Q B Q � �••• Z ��.co I Q1 Q2 Q1 2 1/ 2 S Q ���� ,t - Q1/Q2 _ W DD PB3-21 D �© z M W OCA® 0 m PB3-19 M, Aft M11 A - co ry COO Z l� Cf) n— J W Q f-- O Q N U LIGHTING PLAN - 2ND FLOOR PROJECT NUMBER: 15111 SCALE: 3/16"=l'-O' DATE ISSUED: FEBRUARY 5, 2017 LIGHTING PLAN NOTES: REVISIONS: ® REFERENCE NOTE ON DRAWING ENLARGED SWITCH PLAN- SCALE: N/A 1. CONNECT EXIT SIGNS AND EMERGENCY LIGHTS TO CONSTANT HOT CONDUCTOR OF ROOM LIGHTING CIRCUIT UNLESS NOTED OTHERWISE. 2. ROUTE CIRCUIT THROUGH CONTACTOR. 3. PROVIDE A 50 WATT DIMMABLE MAGNETIC TRANSFORMER FOR BAR PENDANTS. LOCATE IN ACCESSIBLE LOCATION HIDDEN FROM VIEW OF PUBLIC. 4. J—BOX FOR CONNECTION TO SIGN. COORDINATE EXACT LOCATION WITH FINAL CIRCUIT NUMBER TYP. SHEET TITLE SIGN REQUIREMENTS AND LOCATION. / r 5. COORDINATE DIMMER TYPE AND WIRING REQUIREMENTS WITH BALLAST LOAD. I I I I I ELECTRICAL INSTALL WIRES BETWEEN DIMMER AND LOAD AS REQUIRED FOR v v v v BALLAST/DRIVER TYPE. INSTALL ADDITIONAL LOW VOLTAGE CONDUCTORS IN n d a. n °- LIGHTING PLAN CONDUIT WHEN REQUIRED FOR 0-10V DIMMING. $Da$Db$Dc$Dd$De 6. PROVIDE CONSTANT HOT CONDUCTOR FOR EXTERIOR EMERGENCY LIGHTING. x -2ND FLOOR- 7. O R-7. LOCATE DRIVER FOR LED TAPE LIGHT AT ACCESSIBLE LOCATION HIDDEN FROM VIEW OF PUBLIC. ' 8. SEE ELEVATIONS AND SECTIONS FOR INSTALLATION LOCATION AND QUANTITY OFA,n; , TAPE LIGHT. �� 's8 � � SHEET NUMBER � 9. INSTALL (3) FIXTURES ALONG EDGE OF MIRROR. '� �� '� e 41 .r 10. ALL LIGHTING IN THE BAR AND DINING AREA SHALL BE ON A SINGLE LIGHTING ' ZONE. ROUTE ALL CIRCUITS IN THIS AREA THROUGH POWER PACKS PRIOR TO � a SWITCHES. SEE DETAIL. E =301 XA• PERMIT SET T 27, 2 30 "" 71 1z7 P82-9 3 _ CLOSET PANEL PA { FS TS 128 200 A SOUTHERN BISTRO & EAR SEE POWER/SYSTEMS PANEL 'PB3' rnnn All -1 PLAN-KITCHEN & EXPEDITE SACP -- _ 303 Atlantic Blvd. 3-3 5 Atlantic Beach FL 32233 Q10 ON SHE —30 1 8 T �, I J P 2-2 STORAGE — 2) c 7il I PB1-4 '� — — 1 1 PB2-48 3 —14 PANEL 'PB1' ELEV C�ISHWASH PANEL 'PB2' 89 91 I /—KWHM & ? 2�2 I SERVICE ARCHITECT: 1 x7 J P 2-2 P 2 I PA-1 DISCONNECT a - - - _P -� _� ---- -- juhanne N. Overby RA 26 I r o O 1v PB 3 J � I I _ 0 Architectural and Interior Design 16,1 v I I SEE POWER/SYSTE BF= Julianne N. Overby,R.A. R LI PLAN-WAIT ON SHE:., P -4 y � 2452 Pullian Street E-303 P62- �� 160 $ - 1 g°� Jacksonville Beach, Florida 32250 - _- _ -- ° -- � == PB2-46 s904-704-8628 x I I ===_ 30 WOMEN Email: jnoverby@att.net 46 I I ( I 112 125 ( — N.C.12109 • FL.AR-0017060•FL.ID-4621 COOLER C- 71 I I 4E) - - I 1z6 - 13 I IT H N I I O O O Q Q ® ! ! ® I 122 1 O5CONSULTANT: E I ❑ M E ❑ O M MII 1 0, ♦ EIL - - -- - - - � �/l/AI 120 l - ° 0 32 o I 10 ff� � SEE POWER/SYSTEMS PLAN-BAR 10 MENS O ON SHEET E-303 q 104 ac'xsa" za"xa5' I ( " • }.- .._._ 56 I 1.18 -.-.. . I o o I x I = P82-46 I I -2 67 0 54 3 � HO 2-46 PB2-.4.0 p I o " ' 51 ❑ ❑ L� L �I EM] 116 18$$ %ILIP -43 - SHAFFER, - DINING I 115 0 ENGINEERING GROUP , LLC o I 12058 San Jose Blvd,Suite 502 65 I 107 Jacksonville,FL 32223 www.shaffereg.com a4 xs4". 24"x3G' I ° I (�bY9� i I PH(904)239-3621, FX(904)239-3623 0' COA 28265 29,1 61 0 ! I ❑ ❑ ❑ 0 t '0 ' J. Bryan Shaffer,P.E. FL License Number 58168 � 5z ST®RA 50 \/ W. 115 I \/ ° ° I � � t ° L - - - - - - - - - - - - - - - - - - - - - - - - - - ,J-1--I��� = P —40 – 38 E4 42 47 � • .. •••�� �, ®WV z LLING — ®® '(•'• M I— LL 1��,•••* pRpFgas4 z 102 - m E Z Lu J ENTRY Q�� U 1 C?1 � � 1 P _ _ zcoW 2 ___0 i Qco L� WP L.L U < CM Z QV, I-- <❑ El - Cn LL .I - - - w0 I- �= O aC U N PROJECT NUMBER: 15111 DATE ISSUED: FEBRUARY 5, 2017 POWER SYSTEMS PLAN - FIRST FLOOR REVISIONS: SCALE: 3/16"=1'-0" POWER PLAN NOTES: ® REFERENCE NOTE ON DRAWING 1. FAN TO BE CONTROLLED BY MOTION SENSOR PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. 2. INSTALL (3) #12, 1/2"C TO REMOTE REFRIGERATION RACK. SHEET TITLE 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL REFRIGERATION CONTRACTOR FOR FINAL EQUIPMENT LOCATIONS AND ELECTRICAL REQUIREMENTS TO POWER/SYSTEMS COOLER FREEZER. 4. PROVIDE 125A, 3 POLE ENCLOSED CIRCUIT BREAKER PLAN WITH CURRENT LIMITING CHARACTERISTICS SIMILAR TO RK1 = '` CURRENT LIMITING FUSES. -FIRST FLOOR- 5. LOCATE IN ELEVATOR MACHINE SPACE. ' - SHEET NUMBER E =302 4 PERMIT SET 80 0. t PANEL 'PA' P82-33,____ O � PANEL 'PB3' - 3-7 /0*111104\0 Ali SACP::� PB3-3 �10 9 8 6 2 L / \ r � PB -33 �,, tx2) N r Y, WP _ �a2 WP M A SOUTHERN BISTRO & BAR PB2-22 a- P 1-1 PANEL 'PB1' -' T �s 16" ISH ASH PANEL 'PB2' 24"X42" ; _-� , 5 303 Atlantic Blvd. 4 6 PB2 33 PB1-2 x _ 1z - PB2-42 Atlantic Beach FL 32233 PE32-35 T N PB2 25d. B 13 ' PB2 33 z6 _.P -4 C14 m m ARCHITECT: 16,1 �f Y M 7 L�- ALL CIRCUITS FED THROUGH CABINET CHA COORDIN EXACT °- a_ -�� L rn '� "� • REQUIREME T .ESI- ,.E _UJJP. ENT SU PL M I r� r� ,� °rte° Julianne N. Overby, RA 9 � 5 0 -� ,, , ;o-. I I I B:'-: -- 6 aQno e m Architectural and Interior Design In PB3-23 `~-..' L0_ - _ -�- ---- Julianne N. Overby,R.A. __ { m PBl- P 1- 3 0 2452 Pullian Street N �_ Jacksonville Beach Florida 32250 3A rn rn — -r°�'_ ' 904-704-8628 L I� v 71 F F F F F F F F F F F F N Email: noverb att.net a o' c� oa oaac� oaom � �jnoverby@att.net 12109 • FL.AR-0017060•FL.ID-4621 1 -I 3 �'� _ I T I•I E s CONSULTANT: 16 ,1 0, 51, 2 L A 32 - 47*'_ J 1 0 31 24°X64° 24°Xa6° PBI- 5 Pill B-1--1-6�-�-- PB3 X 5 2 SH.AFFFB,_ 4-1 2-33 PB2 35 0 \ X 67 B - DININGENGINEERING GROUP , LLC 51 12058 San Jose Blvd,Suite 502 N 4 Jacksonville,FL 32223 www.shaffereg.com _ �� — 1�7 PH(904)239-3621, FX(904)239-3623 65 O 28265 ` J.Bryan Shaffer,P.E.E. FL License Number 58168 24°x54" 2$°X35` Q POWER SYSTEMS PLAN — BAF °°°••••. 29.1 4 'l i 61 O SCALE: 1/4"=1 -0'• ♦♦`�.��Q:•.•• ;.��j�.;� P61-10 PB2-27 _f% ♦ �:• ,� 6.•.2"' 22 B2-24 I [� F -\\ to co I Z 9 V M N M M r7 2� r� 'J 1 � � Z �C •�'♦ N r- 1 N N N N O - r 1 •�••.• �„/ / 0- � o a m °° - B2-31 Le-A 119 > 11-. .1"1 IWO% W J = 112 PB --0125 38 E4 42 47 2 122 PB 1z1 z MW O — AIBP 1120 Q m POWER SYSTEMS PLAN KITCHEN 8� EXPEDITE PB U O OM1= SCALE: 1/4"=1 10 PB-O" -� PLAN NOTES: PB 118 I�1 Z �. ® Q REFERENCE NOTE ON DRAWING ,I® ❑ ��1 J 1. COMBINATION TYPE, RECESSED FACE, RECEPTACLE AND TV OUTLET FOR PB 115 W O WALL F— MOUNTED TV IN BAR AREA. SEE ARCHITECTURAL SHEETS FOR R O EXACT MOUNTING LOCATIONS AND HEIGHTS. EQUIPMENT SCHEDULE 2. SEE KITCHEN EQUIPMENT SCHEDULE AND KITCHEN EQUIPMENT PB _ \ ' DRAWINGS FOR ADDITIONAL INFORMATION. VERIFY ALL MOUNTING HEIGHTS AND CIRCUIT REQUIREMENTS PRIOR TO INSTALLATION. LI ITEM QTY DESCRIPTION ITEM QTY DESCRIPTION 3. CIRCUITS FOR EQUIPMENT UNDER HOOD ARE PROVIDED WITH SHUNT PROJECT NUMBER: 15111 TRIP BREAKERS. CONNECT SHUNT TRIP TO HOOD FIRE PROTECTION 2 1 Ice Maker, Nugget 60 1 Ingredient Prep Refrigerator SYSTEM SO THAT UPON ACTIVATION OF FIRE SUPPRESSION SYSTEM, DATE ISSUED: FEBRUARY 5 2017 2.1 1 Remote Condenser Unit 61 1 Exhaust Hood POWER TO CIRCUITS IS DEACTIVATED. 6 2 Ice Maker, Cube 65 1 Fryer Dump Station 4. ROUTE CONTROL POWER THROUGH HOOD CONTROLS AND CONNECT TO REVISIONS: 8 1 Bulk CO2 System 67 1 Plancha w Conv. Oven - 36", Gas GAS SOLENOID VALVE AND SHUNT TRIP AT PANEL OF EQUIPMENT POWER SYSTEMS PLAN — WAIT 71 UNDER HOOD. ACTIVATION OF ANSUL FIRE SYSTEM SHALL SHUT OFF 9 1 Receiving Scale 1 Refri erated E ui ment Stand THE GAS SOLENOID AND POWER TO EQUIPMENT UNDER THE HOOD AS 10 1 Water Filter 71.1 1 Drop-In Hot Well WELL AS ACTIVATE FIRE ALARM. SCALE: 1/4"=1 13 1 Remote Beer System 72 1 6 Burner Range w/ Conv. Oven - 36", Gas 5. FIELD VERIFY EXACT LOCATION OF FREEZER/COOLER CONDENSERS. 15 1 Reach-In Freezer 80 1 Dishwasher, Conveyor Type 16 1 Walk-In Cooler 80.1 1 Booster Heater 6. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH REFRIGERATION 16.1 1 Evaporator Coil 88 1 Back Bar Cooler, 2-Door CONTRACTOR FOR FINAL EQUIPMENT LOCATOINS AND ELECTRICAL REQUIREMENTS TO COOLERS/FREEZER. 22 1 Soda Bag n Bax System 89 1 Back Bar Freezer, 1-Door 26 1 Prep Counter wl Sink 91 1 Back Bar Cooler, 3-Door SHEET TITLE 27 3 U.C. Refrigerator, 2-Door 95 1 Reach-In Wine Refrigerator, 1 Door ENLARGED ELECT. 29 1 Exhaust Hood 101 2 Soda Gun 29.1 1 Fire Suppression_astern & Control Panel 107 2 POS Cash Register System POWER/SYSTEMS 30 1 Pressure Fryer, Gas 108 1 Glass Washer, High Temp 32 1 Combi Oven, Electric 112 2 POS System PLANS 35 1 Combi Oven, Electric 117 1 Soda & Ice Dispenser, Drop-In 36 1 Tilting Skillet, Electric 118 1 Water Purification System , . � 38 1 Mixer, 40 QT 119 1 Glass Washer, High Temp -1ST FLOOR- 7 � � `�:�� 42 1 Reach-In Refrigerator/Freezer, 1 Door 120 1 Espresso/Cappuccino Machine 47 1 Ingredient Prep Refrigerator 121 1 Coffee Grinder ° 50 1 Convection Oven, Electric 122 1 Coffee Brewer � a����. � ��' � SHEET NUMBER 51 1 Ingredient Prep Refrigerator 125 1 Tea Brewer =n; 52 5 Heat Lamp, Hanging 126 1 U.C. Refrigerator, 1-Door ` ., oy 54 2 Refrigerated Ingredient Rail 127 1 Walk-In CoolerE =303 56 1 Drop-In Hot Well 127.1 1 Evaporator Coil ., 40r 57 1 Waffle Baker 128 1 Walk-in Freezer 58 1 Hot Holding Cabinet 7T27871 1 Evaporator Coil PERMIT SET `�-STAIR _f 201 NEW BLOCK FIRE-RATED NEW BLOCK ELEVATOR STAIR ENCLOSURE ENCLOSUREIf r i ELEVATOR A SOUTHERN BISTRO BAR O H 202 206 PANEL 'PC' 303 Atlantic Blvd. W-Atri- qp Atlantic Beach, FL 32233 TELEPHONE BOARD 211 212 ARCHITECT: Julianne N. Overby, RA PC-18=Q C-30 PC— o o Architectural and Interior Design OFFICE fie FC-9 Julianne N. ver 204 18 C-9 Q 2452 PullianOStreby, R.A. et 246 C-1 1 221 222 225 226 Jacksonville Beach, Florida 32250 fiv 904-704-8628 w?W 7 1 ff � 04 Email: jnoverby@att.net nn AA PG— w a¢ O C) U O i N.C.12109 • FL.AR-0017060•FL.ID-4621 - --FYI N + - 2;05 —�' 235 6 ° C-27 PC-27 AW CONSULTANT: 25 PG-17 1 I i"I —' —17 co A n �I ® I O) N 208 I N 01 m=n ,.1 XMM . III/ �E�V ¢� = 31003 30 3 30 3 30 I 0 PA-32 0 PB3-350 PA-26 0 RTU-2 MAU-C2 -F � MAU-C1 PA-25 A SOUTHERN BISTRO & BAR S � 1 u R BRYAN MAIN FUSED FAN #3 WP DISCONNECT IS 303 Atlantic Blvd. P133-22 PROVIDED BY FACTORY Atlantic Beach, FL 32233 ® REMOTE REFRIGERATION RACK FAN #2 PB3-22 P133-1-& 30 WP ARCHITECT: 60 3 0 WP PC-18 ICEMAK R WPA„";, it 13 0 PB3-30 PB3-22 CONDE S R j 0 1@ ONDENSER FAN #1 31 RTU-4 RTU-5 ICEMAKER Julianne N. Overby, RA 3 30 PA-31 Architectural and Interior Design 0 RTU-3 S 3 O P133-24R O 01 R 3100 O R 3100 Julianne N. Overby,R.A. 0 0 2452 Pullian Street PA-37 PA-14 Jacksonville Beach, Florida 32250 904-704-8628 3100 Email: jnoverby@att.net PA-19 N.C.12109 • FL.AR-0017060• FL.ID-4621 RTU-1 S R O CONSULTANT: 011 SHAFFER,- ENGINEERING GROUP , LLC 12058 San Jose Blvd,Suite 502 Jacksonville,FL 32223 www.shaffereg.com PH(904)239-3621, FX(904)239-3623 COA 28265 J.Bryan Shaffer,P.E. FL License Number 58168 �``% z t° �:, = O v .� _ I-- z co O z LL 1 T� W J i ❑ ❑ QQ ZQw <co � o � N dcoz F- <C (n Q. POWERZSYSTEMS PLAN — ROOF W 0 I-- SCALE: 3/16"=1'-0" cif O Q PLAN NOTES: U ® REFERENCE NOTE ON DRAWING 1. PROVIDE STAND ALONE SHUTDOWN RELAY AND DUCT SMOKE DETECTOR. PROJECT NUMBER: 15111 INSTALL VISUAL ANNUNCIATOR AT CEILING. DATE ISSUED: FEBRUARY 5, 2017 REVISIONS: SHEET TITLE ELECTRICAL POWER/SYSTEMS PLAN -ROOF- F$ SHEET NUMBER e:x 4 E =305 PERMIT SET r'. SECTION 16050 SECTION 16100 PART 3 EXECUTION H. INSTALL SERVICE FITTINGS ACCORDING TO MANUFACTURER'S SECTION 16510 ` r BASIC ELECTRICAL MATERIALS AND METHODS WIRING METHODS 3.1 EXAMINATION AND PREPARATION INSTRUCTIONS. INTERIOR LUMINAIRES I. BEFORE INSTALLING RACEWAYS AND PULLING WIRE TO ANY PART 1 GENERAL PART 1 GENERAL A. VERIFY THAT SUPPORTING SURFACES ARE READY TO RECEIVE WORK. MECHANICAL EQUIPMENT OR KITCHEN EQUIPMENT, VERIFY PART 1 GENERAL B. VERIFY THAT INTERIOR OF BUILDING IS PHYSICALLY PROTECTED ELECTRICAL CHARACTERISTICS WITH FINAL SUBMITTAL ON 1.1 SUMMARY 1.1 SUBMITTALS FROM WEATHER. EQUIPMENT TO ASSURE PROPER NUMBER AND AWG OF 1.1 SECTION INCLUDES A. GROUNDING AND BONDING. C. VERIFY THAT MECHANICAL WORK THAT IS LIKELY TO DAMAGE CONDUCTORS. B. CONNECTION OF UTILIZATION EQUIPMENT. A. PRODUCT DATA: FOR REVIEW. CONDUCTORS HAS BEEN COMPLETED. A. INTERIOR LUMINARIES AND ACCESSORIES. B. BALLASTS.. D. COMPLETELY AND THOROUGHLY SWAB RACEWAY SYSTEM BEFORE JUNDERGROUND CABLE AND CONDUIT INSTALLATION SHALL CONFORM C. SUPPORTS. 1. PROVIDE WIRING DEVICE CONFIGURATIONS, RATINGS, DIMENSIONS, D. IDENTIFICATION. AND COLOR SELECTIONS. INSTALLING CONDUCTORS. C. LAMPS. TO ANSI C2 AND NEC EXCEPT AS OTHERWISE INDICATED. THE D. LUMINAIRE ACCESSORIES. E. ELECTRICAL BOXES ARE SHOWN ON DRAWINGS IN APPROXIMATE CONTRACTOR SHALL PROMPTLY REPAIR ANY UTILITY LINES OR 1.2 SUBMITTALS 2. PROVIDE SERVICE FITTING CONFIGURATIONS, DIMENSIONS, AND LOCATIONS UNLESS DIMENSIONED. SYSTEM DAMAGED BY HIS OPERATION. THE TOP OF UNDERGROUND 1.2 REFERENCES � A. PRODUCT DATA: FOR REVIEW; PROVIDE CATALOG DATA FOR FINISH AND COLOR SELECTIONS. 1. OBTAIN VERIFICATION FROM ENGINEER OF FLOOR BOX CONDUIT SHALL NOT BE LESS THAN 24 INCHES BELOW GRADE. - - - !!�y J GROUNDING AND BONDING DEVICES. LOCATIONS, AND LOCATIONS OF OUTLETS IN OFFICES AND\ THE BOTTOM OF CONDUITS TRENCH SHALL BE GRADED SMOOTH, A. ANSI C78.379 ELECTRIC LAMPS INCANDESCENT AND HIGH- 1.2 REGULATORY REQUIREMENTS WORK AREAS, PRIOR TO ROUGH-IN. WHERE ROCK AND SHARP EDGED MATERIAL ARE ENCOUNTERED, INTENSITY DISCHARGE REFLECTOR LAMPS- CLASSIFICATION OF BEAM 1.3 REGULATORY REQUIREMENTS 2. IT SHALL BE UNDERSTOOD THAT ANY OUTLET MAY BE THE BOTTOM SHALL BE EXCAVATED FOR ADDITIONAL 3 INCHES, PATTERNS. A SOUTHERN BISTRO & BAR' A. CONFORM TO REQUIREMENTS OF NFPA 70. A. CONFORM TO REQUIREMENTS OF NEPA 70. RELOCATED A DISTANCE NOT EXCEEDING 15FT FROM THE FILLED AND TAMPED LEVEL TO THE ORIGINAL BOTTOM WITH SAND B. FURNISH PRODUCTS LISTED BY UL OR OTHER TESTING FIRM B. FURNISH PRODUCTS LISTED BY UL OR OTHER TESTING FIRM LOCATION SHOWN ON THE DRAWINGS PRIOR TO OR DURING OR EARTH FREE FROM ROCKS AND SHARP MATERIALS. PROVIDE B. MANUFACTURER'S INSTRUCTIONS: ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. ROUGH-IN, IF SO DIRECTED BY THE ARCHITECT-ENGINEER MAGNETIC YELLOW WARNING TAPE ABOVE THE ENTIRE LENGTH OF AND LIMITATIONS OF USE STIPULATED BY PRODUCT TESTING AGENCY 303 Atlantic Blvd. C. FLORIDA BUILDING CODE WITHOUT ADDITIONAL COST TO THE OWNER. UNDERGROUND CONDUITS TAPE SHALL BE BURIED 12" BELOW SPECIFIED UNDER REGULATORY REQUIREMENTS. PART 2 PRODUCTS 3. LOCAL SHALL BE 1.4 PROJECT CONDITIONSLOCATEDWIAT THE STRKEASDE OF�THE DOOR�ASSFINALLY HUNG, GRADE. C. MANUFACTURER'S INSTRUCTIONS: Atlantic Beach, FL 32233 A. VERIFY FIELD MEASUREMENTS AND CIRCUITING ARRANGEMENTS ARE 2.1 PRODUCT REQUIREMENTS REGARDLESS OF SWING ON THE DRAWINGS. K. SURFACES DISTURBED DURING THE INSTALLATION OF UNDERGROUND STORAGE, HANDLING, PROTECTION, EXAMINATION, PREPARATION, AND AS SHOWN ON DRAWINGS. CONDUITS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. INSTALLATION OF PRODUCT. B. VERIFY REMOVAL OF EXISTING ELECTRIC WORK. A. USE ONLY SPECIFIED RACEWAY IN THE FOLLOWING LOCATIONS: 3.2 INSTALLATION PROVIDE SOD OF QUALITY EQUAL TO THAT REMOVED, PATCH C. REPORT DISCREPANCIES TO ARCHITECT BEFORE DISTURBING PAVEMENT, SIDEWALK CURB, ETC. EXCAVATED MATERIAL NOT 1.3 QUALIFICATIONS EXISTING INSTALLATION. 1. UNDERGROUND INSTALLATIONS MORE THAN 5 FEET FROM A. PERFORM WORK ACCORDING TO NECA STANDARD OF INSTALLATION. REQUIRED OR SUITABLE FOR BACKFILL SHALL BE REMOVED FROM ARCHITECT: FOUNDATION WALL: PLASTIC CONDUIT. PROVIDE CONCRETE PROJECT SITE. REMOVE WATER FROM EXCAVATION BY PUMPING OR A. MANUFACTURER: COMPANY SPECIALIZING IN PART 2 PRODUCTS ENCASEMENT WHERE INDICATED. B. ARRANGE CONDUIT TO MAINTAIN HEADROOM AND TO PRESENT NEAT OTHER APPROVED METHOD. BACKFILL SHALL BE FREE FROM LARGE PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEARS APPEARANCE. CLODS OF EARTH OR STONES OVER 1 INCH IN SIZE. DOCUMENTED EXPERIENCE. 2.1 GROUNDING MATERIALS 2. INSTALLATIONS IN OR UNDER CONCRETE SLAB, OR 1. ROUTE EXPOSED RACEWAY PARALLEL AND PERPENDICULAR TO Juhanne N. Overby, RA A. GROUND ROD: COPPER-CLAD STEEL 3/4-INCH DIAMETER 20 FEET UNDERGROUND WITHIN 5 FEET FROM FOUNDATION WALL: PLASTIC WALLS AND ADJACENT PIPING. SECTION 16400 1.4 REGULATORY REQUIREMENTS Architectural and Interior Design LENGTH. CONDUIT. 2. MAINTAIN MINIMUM 6-INCH CLEARANCE TO PIPING AND 12-INCH B. MECHANICAL CONNECTORS: BRONZE. ABOVE GRADE ONLY. CLEARANCE TO HEAT SURFACES SUCH AS FLUES, STEAM PIPES, SERVICE AND DISTRIBUTION A. CONFORM TO REQUIREMENTS OF ANSI/NEPA 70. C. EXOTHERMIC WELDS: BELOW GRADE CONNECTORS. 3. IN SLAB ABOVE GRADE: PLASTIC CONDUIT. AND HEATING APPLIANCES. B. CONFORM TO REQUIREMENTS OF NFPA 101. Julianne N. Overby,R.A. 3. MAINTAIN REQUIRED FIRE, ACOUSTIC, AND VAPOR BARRIER PART 1 GENERAL C. FURNISH PRODUCTS LISTED AND CLASSIFIED BY UNDERWRITERS 2452 Pullian Street 2.2 BASIC MATERIALS 4. EXPOSED OUTDOOR LOCATIONS: RIGID STEEL CONDUIT OR RATING WHEN PENETRATING WALLS, FLOORS, AND CEILINGS. LABORATORIES, INC. AS SUITABLE FOR PURPOSE SPECIFIED AND Jacksonville Beach, Florida 32250 A. STEEL CHANNEL: GALVANIZED ELECTRICAL METALLIC TUBING. USE THREADED OR RAINTIGHT 4. ROUTE CONDUIT THROUGH ROOF OPENINGS FOR PIPING AND 1.1 SUBMITTALS 904-704-8628 B. MISCELLANEOUS HARDWARE: TREAT FOR CORROSION RESISTANCE. FITTINGS. DUCTWORK WHERE POSSIBLE OTHERWISE, ROUTE THROUGH PART 2 PRODUCTS C. NAMEPLATES: ENGRAVED THREE-LAYER LAMINATED PLASTIC, BLACK ROOF JACK WITH PITCH POCKET. A. SHOP DRAWINGS: FOR REVIEW; INDICATE CONSTRUCTION DETAILS Email: jnoverby@att.net LETTERS ON WHITE BACKGROUND. 5. WET INTERIOR LOCATIONS: RIGID STEEL CONDUIT OR ELECTRICAL 5. GROUP IN PARALLEL RUNS WHERE PRACTICAL. USE RACK FOR THE FOLLOWING: 2.1 LUMINARIES N.C.12109 • FL.Ax-0017060• FL.1D-4621 D. WIRE AND CABLE MARKERS: CLOTH MARKERS, SPLIT SLEEVE OR METALLIC TUBING. USE THREADED OR RAINTIGHT FITTINGS FOR CONSTRUCTED OF STEEL CHANNEL. MAINTAIN SPACING BETWEEN 1. PANELBOARDS. TUBING TYPE. METAL CONDUIT. RACEWAYS OR DERATE CIRCUIT AMPACITIES TO NFPA 70 A. FURNISH PRODUCTS AS SPECIFIED IN SCHEDULE ON DRAWINGS. CONSULTANT: REQUIREMENTS. B. PRODUCT DATA: FOR REVIEW; PROVIDE RATINGS AND COMPONENT PART 3 EXECUTION 6. CONCEALED DRY INTERIOR LOCATIONS: RIGID STEEL CONDUIT OR 6. USE CONDUIT HANGERS AND CLAMPS; DO NOT FASTEN WITH DETAILS FOR THE FOLLOWING: B. SUBSTITUTIONS: UNDER PROVISIONS OF SECTION 16000. ELECTRICAL METALLIC TUBING. WIRE OR PERFORATED PIPE STRAPS. 1. ENCLOSED SWITCHES. 3.1 INSTALLATION 7. USE CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION. 2. FUSES. C. INSTALL BALLASTS, LAMPS, AND SPECIFIED ACCESSORIES AT FACTORY. A. INSTALL WORK ACCORDING TO NECA "STANDARD OF INSTALLATION." 7. EXPOSED DRY INTERIOR LOCATIONS: RIGID STEEL CONDUIT OR 8. TERMINATE CONDUIT STUBS WITH INSULATED BUSHINGS. 3. CIRCUIT BREAKERS. ELECTRICAL METALLIC TUBING. 9. USE SUITABLE CAPS TO PROTECT INSTALLED RACEWAY AGAINST D. BALLAST: MANUFACTURER'S STANDARD, MATCHED TO LAMP B. PROVIDE BONDING TO MEET REGULATORY REQUIREMENTS. ENTRANCE OF DIRT AND MOISTURE. C. TEST REPORTS: FOR INFORMATION. CHARACTERISTICS, RATED 120 VOLTS. SHAFFER- ACCORDANCEB. SIZE RACEWAYS FOR CONDUCTOR TYPE INSTALLED OR FOR TYPE 10. PROVIDE NO. 12 AWG INSULATED CONDUCTOR OR SUITABLE C. MAKE ELECTRICAL CONNECTIONS TO UTILIZATION EQUIPMENT IN THW CONDUCTORS, WHICHEVER IS LARGER. PULL STRING IN EMPTY RACEWAYS, EXCEPT SLEEVES AND D. OPERATING AND MAINTENANCE INSTRUCTIONS: FOR PROJECT 2.2 BALLASTS WITH EQUIPMENT MANUFACTURER'S INSTRUCTIONS. 1. MINIMUM SIZE CONDUIT: %-INCH NIPPLES. CLOSEOUT; INCLUDE THE FOLLOWING: ENGINEERIN G GROUP , LLC 11. INSTALL EXPANSION JOINTS WHERE RACEWAY CROSSES BUILDING 1. PANELBOARD: SUBMIT NEMA PB 2.1. A. FLUORESCENT BALLAST: 12058 San Jose Blvd,Suite 502 1. VERIFY THAT WIRING AND OUTLET ROUGH-IN WORK IS COMPLETE C. USE WIRE AND CABLE IN LOCATIONS AS FOLLOWS: EXPANSION OR SEISMIC JOINTS. 1. DESCRIPTION: ANSI C82.1, ELECTRONIC BALLAST. Jacksonville,FL 32223 www.shaffereg.com AND THAT UTILIZATION EQUIPMENT IS READY FOR ELECTRICAL 1. CONCEALED INTERIOR LOCATIONS: BUILDING WIRE IN RACEWAY. 12. INSTALL PLASTIC CONDUIT AND TUBING ACCORDING TO 1.2 REGULATORY REQUIREMENTS 2. PROVIDE BALLAST SUITABLE FOR LAMPS SPECIFIED. PH(904)239-3621, FX(904)239-3623 3. VOLTAGE: 120 VOLTS. COA 28265 CONNECTION, WIRING, AND ENERGIZING. 2. EXPOSED INTERIOR LOCATIONS: BUILDING WIRE IN RACEWAY. MANUFACTURER'S INSTRUCTIONS. 4. SOURCE QUALITY CONTROL: CERTIFY BALLAST DESIGN AND J.Bryan Shaffer,P.E. FL License Number,38168 2. MAKE WIRING CONNECTIONS IN CONTROL PANEL OR IN WIRING 3. ABOVE ACCESSIBLE CEILINGS: BUILDING WIRE IN RACEWAY. 13. USE STEEL COMPRESSION TYPE FITTINGS WITH EMT CONDUITS. A. CONFORM TO REQUIREMENTS OF NFPA 70. as COMPARTMENT OF PRE-WIRED EQUIPMENT. PROVIDE 4. WET OR DAMP INTERIOR LOCATIONS: BUILDING WIRE IN CONSTRUCTION BY CERTIFIED BALLAST MANUFACTURERS, INC. ,�° INTERCONNECTING WIRING WHERE INDICATED. RACEWAY. C. INSTALL AUXILIARY GUTTER AND WIREWAY ACCORDING TO B. FURNISH PRODUCTS LISTED BY UL OR OTHER TESTING FIRM 3. INSTALL AND CONNECT DISCONNECT SWITCHES, CONTROLLERS, 5. EXTERIOR LOCATIONS: BUILDING WIRE IN RACEWAYS. MANUFACTURER'S INSTRUCTIONS. ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. 2.3 FLANGE MOUNTING FRAME ,Q;••'• '•.•� `d CONTROL STATIONS, AND CONTROL DEVICES AS INDICATED. 6. UNDERGROUND LOCATIONS: BUILDING WIRE IN RACEWAY. Q �� LL % 4. MAKE CONDUIT CONNECTIONS TO EQUIPMENT USING FLEXIBLE D. INSTALL ELECTRICAL BOXES AS SHOWN ON THE DRAWINGS, AND AS C. CONFORM TO REQUIREMENTS OF UTILITY COMPANY. PROVIDE FLANGE MOUNTING FRAMES TO MOUNT GRID TYPE TROFFERS Q :• °�` Q p ` CONDUIT. USE LIQUIDTIGHT FLEXIBLE CONDUIT IN DAMP OR WET D. USE NO WIRE SMALLER THAN 12 AWG FOR POWER AND LIGHTING REQUIRED FOR SPLICES, TAPS, WIRE PULLING, EQUIPMENT FIN HARD CEILINGS. FRAME SHALL PERMIT USE OF GRID (NEMAG) z > ;2 , LOCATIONS. CIRCUITS, AND NO SMALLER THAN 14 AWG FOR CONTROL WIRING. CONNECTIONS AND REGULATORY REQUIREMENTS. PART 2 PRODUCTS FIXTURES IN CEILINGS REQUIRING FLANGES. FRAMES SHALL BE :w La LU , c 5. INSTALL PRE-FABRICATED CORD SET WHERE CONNECTION WITH USE 10 AWG CONDUCTOR FOR 20 AMPERE, 120 VOLT BRANCH INDIVIDUAL OR CONTINUOUS ROW MODELS. FRAME SHALL BE EXTRUDED O -M� ;c�' Q :C ATTACHMENT PLUG IS INDICATED OR SPECIFIED, OR USE CIRCUIT HOME RUNS LONGER THAN 75 FEET; AND FOR 20 AMPERE, 1. USE CAST OUTLET BOX IN EXTERIOR LOCATIONS EXPOSED TO 2.1 ENCLOSED SWITCHES ALUMINUM PAINTED WHITE 1' X 4' 2' X 2' OR 2' X 4' AS REQUIRED. W r ' Z t w Ci ATTACHMENT PLUG WITH SUITABLE STRAIN-RELIEF CLAMPS. 277 VOLT BRANCH CIRCUIT HOME RUNS LONGER THAN 200 FEET. WEATHER AND WET LOCATIONS. DAY-BRITE FMK OR APPROVED EQUAL �•- N d� 6. PROVIDE SUITABLE STRAIN-RELIEF CLAMPS FOR CORD 2. USE HINGED COVER ENCLOSURE FOR INTERIOR PULL AND A. MANUFACTURERS: CONNECTIONS TO OUTLET BOXES AND EQUIPMENT CONNECTION 2.2 CONDUIT AND FITTINGS JUNCTION BOX LARGER THAN 12 INCHES IN ANY DIMENSION. 1. SQUARED PART 3 EXECUTIONi c •••• ,,� BOXES. 3. LOCATE AND INSTALL ELECTRICAL BOXES TO ALLOW ACCESS. 2. EATON-CUTLER HAMMER J �rr� Irl s A. CONDUIT: PROVIDE ACCESS PANELS IF REQUIRED 3. GE 3.1 EXAMINATION r D. INSTALL SUPPORT SYSTEMS SIZED AND FASTENED TO ACCOMMODATE 1. METAL CONDUIT AND TUBING: GALVANIZED STEEL. 4. LOCATE AND INSTALL ELECTRICAL BOXES TO MAINTAIN O Z U. WEIGHT OF EQUIPMENT AND CONDUIT, INCLUDING WIRING, WHICH 2. FLEXIBLE CONDUIT: STEEL HEADROOM AND TO PRESENT NEAT MECHANICAL APPEARANCE. B. ENCLOSED SWITCH ASSEMBLIES: NEMA KS 1; TYPE HD. A. EXAMINE SUBSTRATE AND SUPPORTING GRIDS FOR LUMINARIES. THEY CARRY. 3. LIQUID TIGHT FLEXIBLE CONDUIT: FLEXIBLE CONDUIT WITH PVC 5. INSTALL PULL BOXES AND JUNCTION BOXES ABOVE ACCESSIBLE 1. FUSE CLIPS: DESIGNED TO ACCOMMODATE CLASS R OR J FUSES. Z < ., JACKET. CEILINGS OR IN UNFINISHED AREAS. B. EXAMINE EACH LUMINAIRE TO DETERMINE SUITABILITY FOR LAMPS T 1. FASTEN HANGER RODS, CONDUIT CLAMPS, AND OUTLET AND 4. PLASTIC CONDUIT AND TUBING: NEMA TC 2, PVC. USE 6. PROVIDE KNOCKOUT CLOSURES FOR UNUSED OPENINGS. SPECIFIED. U J y JUNCTION BOXES TO BUILDING STRUCTURE USING PRECAST SCHEDULE 40 CONDUIT. 7. ALIGN WALL-MOUNTED OUTLET BOXES FOR SWITCHES, C. ENCLOSURES: TYPE 1 FOR INTERIOR LOCATIONS, TYPE 3R FOR n/ �.a r , INSERT SYSTEM BEAM CLAMPS. THERMOSTATS, AND SIMILAR DEVICES. EXTERIOR LOCATIONS 3.2 INSTALLATION L•L v B. CONDUIT FITTINGS: 8. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF OUTLETS < Q 2. USE TOGGLE BOLTS OR HOLLOW WALL FASTENERS IN HOLLOW 1. METAL FITTINGS AND CONDUIT BODIES: NEMA FB 1. ABOVE COUNTERS AND BACKSPLASHE5. 2.2 FUSES A. INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. r MASONRY, PLASTER, OR GYPSUM BOARD PARTITIONS AND WALLS; 2. PLASTIC FITTINGS AND CONDUIT BODIES: NEMA TC 3. 9. USE RECESSED OUTLET BOXES IN FINISHED AREAS AND WHERE W EXPANSION ANCHORS OR PRESET INSERTS IN SOLID MASONRY 3. EMT FITTINGS: STEEL COMPRESSION TYPE INDICATED. A. MANUFACTURERS: B. INSTALL SUSPENDED LUMINARIES USING PENDANTS SUPPORTED FROM O WALLS; SELF-DRILLING ANCHORS OR EXPANSION ANCHOR ON 10. SECURE BOXES TO INTERIOR WALL AND PARTITION STUDS, 1. FERRAZ-SHAWMUT SWIVEL HANGERS. PROVIDE PENDANT LENGTH REQUIRED TO SUSPEND CONCRETE SURFACES; SHEET METAL SCREWS IN SHEET METAL 2.3 ACCESS PANELS ACCURATELY POSITIONING TO ALLOW FOR SURFACE FINISH 2. BUSSMAN LUMINAIRE AT INDICATED HEIGHT. < M STUDS; AND WOOD SCREWS IN WOOD CONSTRUCTION. THICKNESS. w 1 U A. PROVIDE CEILING ACCESS PANELS FOR EQUIPMENT, DEVICES, BOXES 11. USE STAMPED STEEL STUD BRIDGES FOR FLUSH OUTLETS IN B. FUSES 600 AMPERES AND LESS: CURRENT LIMITING, ONE-TIME C. INSTALL SURFACE MOUNTED LUMINARIES AND EXIT SIGNS PLUMB AND M -� 3. DO NOT FASTEN SUPPORTS TO PIPING, CEILING SUPPORT WIRES, AND OTHER LIKE ITEMS REQUIRING ADJUSTMENT, MAINTENANCE OR HOLLOW STUD WALL, AND ADJUSTABLE STEEL CHANNEL FUSE, 250 VOLT, UL CLASS RK 1, RK 5 OR J. ADJUST TO ALIGN WITH BUILDING LINES AND WITH EACH OTHER. DUCTWORK, MECHANICAL EQUIPMENT, OR CONDUIT. ACCESSIBILITY IF THEY ARE NOT LOCATED OVER LAY-IN TYPE FASTENERS FOR FLUSH CEILING OUTLET BOXES. SECURE TO PROHIBIT MOVEMENT. Q CEILING OR ARE NOT OTHERWISE ACCESSIBLE. OBTAIN APPROVAL 12. LOCATE BOXES IN MASONRY WALLS TO REQUIRE CUTTING 2.3 PANELBOARDS < 77 L 4. DO NOT USE POWDER-ACTUATED ANCHORS. FROM ARCHITECT FOR TYPE AND LOCATION OF ACCESS PANELS. RS' CORNER ONLY. COORDINATE MASONRY CUTTING TO ACHIEVE D. INSTALL WALL MOUNTED LUMINARIES AS SCHEDULED. NEAT OPENINGS FOR BOXES. A. MANUFACTURERS: ♦♦^^ 5. DO NOT DRILL STRUCTURAL STEEL MEMBERS. 2.4 ELECTRICAL BOXES 13. DO NOT INSTALL BOXES BACK-TO-BACK IN WALLS; PROVIDE 6 1. EATON-CUTLER HAMMER E. INSTALL ACCESSORIES FURNISHED WITH EACH LUMINAIRE. J INCHES SEPARATION, MINIMUM; EXCEPT PROVIDE 24 INCHES 2. SQUARED 0 6. FABRICATE SUPPORTS FROM STRUCTURAL STEEL OR STEEL A. BOXES: SEPARATION, MINIMUM IN ACOUSTIC-RATED WALLS. 3. GE F. MAKE WIRING CONNECTIONS TO BRANCH CIRCUIT USING BUILDING `J CHANNEL. 1. SHEET METAL: NEMA OS 1, GALVANIZED STEEL. 14. DO NOT DAMAGE INSULATION. WIRE WITH INSULATION SUITABLE FOR TEMPERATURE CONDITIONS ry O '' 2. CAST METAL: CAST FERALLOY, DEEP TYPE, GASKETED COVER, B. DISTRIBUTION PANELBOARDS: NEMA PB 1; CIRCUIT BREAKER TYPE. WITHIN LUMINAIRE. E. IDENTIFY ELECTRICAL DISTRIBUTION AND CONTROL EQUIPMENT, AND THREADED HUBS. E. INSTALL CABLE AND WIRE ACCORDING TO MANUFACTURER'S 1. ENCLOSURE: TYPE 1 r , LOADS SERVED, TO MEET REGULATORY REQUIREMENTS AND AS B. HINGED COVER ENCLOSURES: NEMA 250, TYPE 1, STEEL INSTRUCTIONS. 2. PROVIDE SURFACE CABINET FRONT WITH SCREW COVER AND G. BOND PRODUCTS AND METAL ACCESSORIES TO BRANCH CIRCUIT v SCHEDULED. ENCLOSURE WITH MANUFACTURER'S STANDARD ENAMEL FINISH AND HINGED DOOR. EQUIPMENT GROUNDING CONDUCTOR. CONTINUOUS HINGE COVER, HELD CLOSED BY FLUSH LATCH 1. NEATLY TRAIN AND SECURE WIRING INSIDE BOXES, EQUIPMENT, 3. BUS: COPPER. 1. DEGREASE AND CLEAN SURFACES TO RECEIVE NAMEPLATES OPERABLE BY SCREWDRIVER. AND PANELBOARDS. 4. GROUND BUS: COPPER. H. INSTALL SPECIFIED LAMPS IN EACH LUMINAIRE, EMERGENCY LIGHTING AND TAPE LABELS. C. LARGE CAST METAL BOXES: 2. USE WIRE PULLING LUBRICANT FOR PULLING 4 AWG AND 5. VOLTAGE: AS SHOWN UNIT AND EXIT SIGN. PROJECT NUMBER: 15111 1. SURFACE-MOUNTED TYPE: NEMA 250, TYPE 4 AND TYPE 6, LARGER WIRES. 6. MINIMUM INTEGRATED EQUIPMENT RATING: AS INDICATED ON 2. SECURE NAMEPLATES TO EQUIPMENT FRONTS USING SCREWS, FLAT-FLANGED, SURFACE-MOUNTED JUNCTION BOX; GALVANIZED 3. SUPPORT CABLES ABOVE ACCESSIBLE CEILINGS TON KEEP DRAWINGS. I. EACH RECESSED FIXTURE SHALL HAVE TWO STEEL WIRE SUPPORTS RIVETS, OR ADHESIVE, WITH EDGES PARALLEL TO EQUIPMENT CAST IRON BOX AND COVER WITH GROUND FLANGE, NEOPRENE THEM FROM RESTING ON CEILING TILES. FASTENED TO THE STRUCTURE ABOVE, AT DIAGONALLY OPPOSITE DATE ISSUED: FEBRUARY 5, 2017 LINES. SECURE NAMEPLATE TO INSIDE FACE OF RECESSED GASKET, AND STAINLESS STEEL COVER SCREWS. 4. MAKE SPLICES, TAPS, AND TERMINATIONS TO CARRY FULL C. LIGHTING AND APPLIANCE BRANCH CIRCUIT PANELBOARDS: NEMA CORNERS OF FIXTURE. PANELBOARD DOORS IN FINISHED LOCATIONS. AMPACITY OF CONDUCTORS WITHOUT PERCEPTIBLE TEMPERATURE PB 1; CIRCUIT BREAKER TYPE. REVISIONS: 2.5 BUILDING WIRE AND CABLE RISE. 1. ENCLOSURE: NEMA PB 1; TYPE 1 J. SEE ARCHITECTURAL RCP DRAWING FOR EXACT FIXTURE LOCATION. 3. USE NAMEPLATES WITH 1/8 INCH LETTERING TO IDENTIFY 5. TERMINATE SPARE CONDUCTORS WITH ELECTRICAL TAPE. 2. PROVIDE FLUSH OR SURFACE CABINET FRONT WITH LOCKABLE INDIVIDUAL SWITCHES AND CIRCUIT BREAKERS, RECEPTACLE A. FEEDERS AND BRANCH CIRCUITS LARGER THAN 6 AWG: COPPER DOOR, KEYED ALIKE. 3.3 FIELD QUALITY CONTROL CIRCUITS, AND LOADS SERVED. STRANDED CONDUCTOR, 600 VOLT INSULATION, THHN/THWN AND F. INSTALL WIRING DEVICES ACCORDING TO MANUFACTURER'S 3. BUS: COPPER BUS. XHHW. INSTRUCTIONS. 4. GROUND BUS: COPPER. A. OPERATE EACH LUMINAIRE AFTER INSTALLATION AND CONNECTION. 4. USE NAMEPLATES WITH 1/4 INCH TO IDENTIFY B. FEEDERS AND BRANCH CIRCUITS 6 AWG AND SMALLER: COPPER 5. VOLTAGE: AS SHOWN INSPECT FOR PROPER CONNECTION AND OPERATION. DISTRIBUTION AND CONTROL EQUIPMENT, CONDUCTOR, 600 VOLT INSULATION, THHN/THWN, XHHW 6 AND 8 G. INSTALL WALL PLATES FLUSH AND LEVEL. 6. MINIMUM INTEGRATED EQUIPMENT RATING: AS INDICATED ON AWG, STRANDED CONDUCTOR; SMALLER THAN 8 AWG, SOLID 1. INSTALL PLATES ON SWITCH, RECEPTACLE, AND BLANK OUTLETS DRAWINGS. 3.4 ADJUSTING F. INSTALL WIRE MARKERS ON EACH CONDUCTOR IN PANELBOARD CONDUCTOR. IN FINISHED AREAS, USING JUMBO SIZE PLATES FOR OUTLETS PART 3 EXECUTION A. AIM AND ADJUST LUMINARIES AS DIRECTED. GUTTERS, PULL BOXES, OUTLET AND JUNCTION BOXES, AND AT C. CONTROL CIRCUITS: COPPER, STRANDED CONDUCTOR, 600 VOLT INSTALLED IN MASONRY WALLS. LOAD CONNECTIONS. INSULATION, THW. 2. INSTALL GALVANIZED STEEL PLATES ON OUTLET BOXES AND 3.1 EXAMINATION AND PREPARATION B. ADJUST EXIT SIGN DIRECTIONAL ARROWS AS INDICATED. D. ALL CONDUCTORS SHALL BE COPPER. JUNCTION BOXES IN UNFINISHED AREAS, ABOVE ACCESSIBLE A. MAKE ARRANGEMENTS WITH UTILITY COMPANY TO OBTAIN 1. USE BRANCH CIRCUIT OR FEEDER NUMBER TO IDENTIFY CEILINGS, AND ON SURFACE-MOUNTED OUTLETS. PERMANENT ELECTRIC SERVICE TO THE PROJECT. C. RELAMP LUMINARIES THAT HAVE FAILED LAMPS AT SUBSTANTIAL SHEET TITLE POWER AND LIGHTING CIRCUITS. 2.6 REMOTE CONTROL AND SIGNAL CABLE 2. USE CONTROL WIRE NUMBER AS INDICATED ON EQUIPMENT B. PROVIDE CONCRETE PAD FOR UTILITY TRANSFORMER. PROVIDE PAD COMPLETION. MANUFACTURER'S SHOP DRAWINGS TO IDENTIFY CONTROL A. CONTROL CABLE FOR CLASS 1 REMOTE CONTROL AND SIGNAL DIMENSIONS AND DETAILS TO UTILITY REQUIREMENTS. ELECTRICAL WIRING. CIRCUITS: COPPER CONDUCTOR, 600 VOLT INSULATION, RATED 60 3.5 CLEANING DEGREE C, INDIVIDUAL CONDUCTORS TWISTED TOGETHER, SHIELDED, 3.2 INSTALLATION AND COVERED WITH PVC JACKET. A. CLEAN LIGHTING FIXTURES. SPECIFICATIONS A. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S B. CONTROL CABLE FOR CLASS 2 OR CLASS 3 REMOTE CONTROL INSTRUCTIONS. B. CLEAN ELECTRICAL PARTS TO REMOVE CONDUCTIVE AND AND SIGNAL CIRCUITS: COPPER CONDUCTOR, 300 VOLT INSULATION, B. INSTALL PROPER FUSES IN EACH FUSED SWITCH. DELETERIOUS MATERIALS. RATED 60 DEGREE C, INDIVIDUAL CONDUCTORS TWISTED TOGETHER, C. INSTALL PANELBOARDS AND LOAD CENTERS TO NEMA PB 1.1. SHIELDED, AND COVERED WITH PVC JACKET; UL LISTED. C. REMOVE DIRT AND DEBRIS FROM ENCLOSURE. 3.3 CLEANING D. CLEAN PHOTOMETRIC CONTROL SURFACES AS RECOMMENDED BY A. CLEAN EQUIPMENT FINISHES TO REMOVE PAINT AND CONCRETE MANUFACTURER. SPLATTERS. E. CLEAN FINISHES AND TOUCH UP DAMAGE. SHEET NUMBER E =400 PERMIT SET SECTION 16710 B. PHOTOELECTRIC SMOKE DETECTORS: E. CABLE TAPS: USE NUMBERED TERMINAL STRIPS IN JUNCTION, PULL, B. INSTALLER QUALIFICATIONS: WORK OF THIS SECTION BE PERFORMED 1. SENSOR: LED OR INFRARED LIGHT SOURCE WITH MATCHING AND OUTLET BOXES, CABINETS, OR EQUIPMENT ENCLOSURES WHERE id SPRINKLER ALARM CONTROL PANEL BY A UL-LISTED COMPANY. SILICON-CELL RECEIVER. CIRCUIT CONNECTIONS ARE MADE. PART 1 - GENERAL C. INSTALLER QUALIFICATIONS: PERSONNEL CERTIFIED BY NICET AS FIRE 2. DETECTOR SENSITIVITY: BETWEEN 2.5 AND 3.5 PERCENT FOOT(0.008 AND 0.011 PERCENT/MM) SMOKE OBSCURATION WHEN F. COLOR-CODING: COLOR-CODE FIRE ALARM CONDUCTORS DIFFERENTLY ALARM LEVEL 11. TESTED ACCORDING TO UL 268A. FROM THE NORMAL BUILDING POWER WIRING. USE ONE COLOR-CODE 1.1 RELATED DOCUMENTS FOR ALARM CIRCUIT WIRING AND A DIFFERENT COLOR-CODE FOR A SOUTHERN BISTRO & BAR D. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND C. IONIZATION SMOKE DETECTOR: SUPERVISORY CIRCUITS. COLOR-CODE AUDIBLE ALARM-INDICATING A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING 1. SENSOR: RESPONSIVE TO BOTH VISIBLE AND INVISIBLE CIRCUITS DIFFERENTLY FROM ALARM-INITIATING CIRCUITS. USE GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND PRODUCTS OF COMBUSTION. SELF-COMPENSATING FOR DIFFERENT COLORS FOR VISIBLE ALARM-INDICATING DEVICES. PAINT 303 Atlantic Blvd. SPECIFICATION SECTIONS, APPLY TO THIS SECTION. MARKED FOR INTENDED USE. CHANGES IN ENVIRONMENTAL CONDITIONS. FIRE ALARM SYSTEM JUNCTION BOXES AND COVERS RED. 2. DETECTOR SENSITIVITY: BETWEEN 0.5 AND 1.7 PERCENT/FOOT 1.2 DEFINITIONS PART 2 - PRODUCTS (0.0016 AND 0.0056 PERCENT/MM) SMOKE OBSCURATION WHEN G. WIRING TO REMOTE ALARM TRANSMITTING DEVICE: 1-INCH (25-MM) Atlantic Beach, FL 32233 A. SACP: SPRINKLER ALARM CONTROL PANEL. 2.1 MANUFACTURERS TESTED ACCORDING TO UL 268A. CONDUIT BETWEEN THE FACP AND THE TRANSMITTER. INSTALL NUMBER OF CONDUCTORS AND ELECTRICAL SUPERVISION FOR B. LED: LIGHT-EMITTING DIODE. A. FACP AND EQUIPMENT: SILENT KNIGHT OR EQUAL. CONNECTING WIRING AS NEEDED TO SUIT MONITORING FUNCTION. 2.5 HEAT DETECTORS 3.3 IDENTIFICATION C. NICET: NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING B. WIRE AND CABLE: A. GENERAL: UL 521 LISTED. ARCHITECT: TECHNOLOGIES. 1. COMTRAN CORPORATION. A. INSTALL INSTRUCTIONS FRAME IN A LOCATION VISIBLE FROM THE 2. HELIX/HITEMP CABLES, INC.; A DRAKA USA COMPANY. B. HEAT DETECTOR, COMBINATION TYPE: ACTUATED BY EITHER A FIXED FACP. D. DEFINITIONS IN NFPA 72 APPLY TO FIRE ALARM TERMS USED IN THIS 3. ROCKBESTOS-SUPRENANT CABLE CORPORATION; A MARMON TEMPERATURE OF 135 DEG F (57 DEG C) OR RATE-OF-RISE OF SECTION. GROUP COMPANY. B. LABEL, DEVICES, PANEL AND PROVIDE A TAG FOR CABLES AT BOTH Julianne N. Overby, RA 4. WEST PENN WIRE/CDT; A DIVISION OF CABLE DESIGN TEMPERATURE THAT EXCEEDS 15 DEG F (8 DEG C) PER MINUTE, ENDS. 1.3 SYSTEM DESCRIPTION TECHNOLOGIES. UNLESS OTHERWISE INDICATED. .Architectural and Interior Design 1. MOUNTING: ADAPTER PLATE FOR OUTLET BOX MOUNTING. 3.4 GROUNDING A. ZONED SYSTEM AND SIGNAL TRANSMISSION DEDICATED TO FIRE ALARM 2.2 FACP 2.6 NOTIFICATION APPLIANCES Julianne N. Overby,R.A. SERVICE ONLY. A. GROUND THE FACP AND ASSOCIATED CIRCUITS; COMPLY WITH IEEE 2452 Pulhan Street A. GENERAL DESCRIPTION: A. DESCRIPTION: EQUIPPED FOR MOUNTING AS INDICATED AND WITH 1100. INSTALL A GROUND WIRE FROM MAIN SERVICE GROUND TO 1.4 PERFORMANCE REQUIREMENTS 1. MODULAR, ZONED, POWER-LIMITED DESIGN WITH ELECTRONIC SCREW TERMINALS FOR SYSTEM CONNECTIONS. THE FACP. Jacksonville Beach,Florida 32250 MODULES, UL 864 LISTED. 1. COMBINATION DEVICES: FACTORY-INTEGRATED AUDIBLE AND 904-704-8628 A. COMPLY WITH NFPA 72. VISIBLE DEVICES 1N A SINGLE-MOUNTING ASSEMBLY. 3.5 FIELD QUALITY CONTROL B. CIRCUITS: Email: jnoverby@att.net B. FIRE ALARM SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE 1. SIGNALING LINE CIRCUITS: NFPA 72, CLASS A, STYLE 2. A. MANUFACTURER'S FIELD SERVICE: ENGAGE A FACTORY-AUTHORIZED N.C.12109 • FL.AR-0017060•FL.1D-4621 ' B. FOLLOWING DEVICES: 2. SIGNALING LINE CIRCUITS: NFPA 72 CLASS B. THE OPERATING MECHANISM BEHIND A GRILLE. SPEAKERS SHALL SERVICE REPRESENTATIVE TO INSPECT TEST AND ADJUST HORN: POLARIZED TYPE, 24-V DC; WITH PROVISION FOR HOUSING ' 1. MANUAL STATIONS. 3. NOTIFICATION-APPLIANCE CIRCUITS: NFPA 72, CLASS A, STYLE FIELD-ASSEMBLED COMPONENTS AND EQUIPMENT INSTALLATION, PRODUCE A SOUND-PRESSURE LEVEL OF 90 DBA MEASURED 10 CONSULTANT: 2. HEAT DETECTORS. Z. INCLUDING CONNECTIONS, AND TO ASSIST IN FIELD TESTING. REPORT 3. SMOKE DETECTORS, 4. ACTUATION OF ALARM NOTIFICATION APPLIANCES, ANNUNCIATION, FEET (3 M) FROM THE HORN. RESULTS IN WRITING. - 4. VERIFIED AUTOMATIC ALARM OPERATION OF SMOKE DETECTORS. SHALL OCCUR WITHIN 10 SECONDS AFTER THE ACTIVATION OF AN 5. HOOD FIRE SUPPRESSION SYSTEM. INITIATING DEVICE. C. VISIBLE ALARM DEVICES: XENON STROBE LIGHTS LISTED UNDER UL 1971, WITH CLEAR OR NOMINAL WHITE POLYCARBONATE LENS B. PERFORM THE FOLLOWING FIELD TESTS AND INSPECTIONS AND 5. ELECTRICAL MONITORING FOR THE INTEGRITY OF WIRING EXTERNAL PREPARE TEST REPORTS: C. FIRE ALARM SIGNAL SHALL INITIATE THE FOLLOWING ACTIONS: TO THE FACP FOR MECHANICAL EQUIPMENT SHUTDOWN IS NOT MOUNTED ON AN ALUMINUM FACEPLATE. THE WORD "FIRE" IS 1. BEFORE REQUESTING FINAL APPROVAL OF THE INSTALLATION, 1. ALARM NOTIFICATION APPLIANCES SHALL OPERATE CONTINUOUSLY. REQUIRED, PROVIDED A BREAK IN THE CIRCUIT WILL CAUSE ENGRAVED IN MINIMUM 1-INCH- (25-MM-) HIGH LETTERS ON THE SUBMIT A WRITTEN STATEMENT USING THE FORM FOR RECORD 2. IDENTIFY ALARM AT THE FACP. MECHANICAL EQUIPMENT TO SHUT DOWN. LENS. OF COMPLETION SHOWN IN NFPA 72. SHAFFEB,_ 3. SHUTDOWN HEATING, VENTILATING, AND AIR-CONDITIONING 1. RATED LIGHT OUTPUT: 15-75-110 SELECTABLE. 2. PERFORM EACH ELECTRICAL TEST AND VISUAL AND MECHANICAL EQUIPMENT CONTROLS TO FIRE ALARM MODE. C. SMOKE-ALARM VERIFICATION: 2. STROBE LEADS: FACTORY CONNECTED TO SCREW TERMINALS. INSPECTION LISTED IN NFPA 72. CERTIFY COMPLIANCE WITH 4. RECORD EVENTS IN THE SYSTEM MEMORY. 1. INITIATE AUDIBLE AND VISIBLE INDICATION OF AN "ALARM TEST PARAMETERS. ALL TESTS SHALL BE CONDUCTED UNDER ENGINEERING GROUP , L L C 5. NOTIFY REMOTE STATION. VERIFICATION" SIGNAL AT THE FACP. 2.7 WIRE AND CABLE THE DIRECT SUPERVISION OF A NICET TECHNICIAN CERTIFIED 2. ACTIVATE A LISTED AND APPROVED "ALARM VERIFICATION" UNDER THE FIRE ALARM SYSTEMS PROGRAM AT LEVEL 111. 12058 San Jose Blvd,Suite 502 D. SUPERVISORY SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE A. WIRE AND CABLE FOR FIRE ALARM SYSTEMS SHALL BE UL LISTED a. INCLUDE THE EXISTING SYSTEM IN TESTS AND INSPECTIONS. Jacksonville,FL 32223 www.shaffereg.com SEQUENCE AT THE FACP AND THE DETECTOR. 3. VISUAL INSPECTION: CONDUCT A VISUAL INSPECTION BEFORE FOLLOWING DEVICES OR ACTIONS: AND LABELED AS COMPLYING WITH NFPA 70, ARTICLE 760. PH(904)239-3621, FX(904)239-3623 1. OPERATION OF AFIRE-PROTECTION SYSTEM VALVE TAMPER. 3. RECORD EVENTS BY THE SYSTEM PRINTER. COA 28265 4. SOUND GENERAL ALARM 1F THE ALARM IS VERIFIED. ANY TESTING. USE AS-BUILT DRAWINGS AND SYSTEM J.Ban Shaffer,P.E. FL License Number 58168 5. CANCEL FACP INDICATION AND SYSTEM RESET IF THE ALARM IS B. SIGNALING LINE CIRCUITS: TWISTED, SHIELDED PAIR, NOT LESS THAN DOCUMENTATION FOR THE INSPECTION. IDENTIFY IMPROPERLY �' E. SYSTEM TROUBLE SIGNAL INITIATION SHALL BE BY ONE OR MORE OF NO. 18 AWG. LOCATED DAMAGED OR NONFUNCTIONAL EQUIPMENT, AND • NOT VERIFIED. �• i THE FOLLOWING DEVICES OR ACTIONS: 1. CIRCUIT INTEGRITY CABLE: TWISTED SHIELDED PAIR, NFPA 70 CORRECT BEFORE BEGINNING TESTS. ���• bid , 1. OPEN CIRCUITS, SHORTS AND GROUNDS OF WIRING FOR INITIATING ARTICLE 760, CLASSIFICATION Cl, FOR POWER-LIMITED FIRE 4. TESTING: FOLLOW PROCEDURE AND RECORD RESULTS % •• • �® D. NOTIFICATION-APPLIANCE CIRCUIT: OPERATION SHALL SOUND IN A Q' ••.ti/,o DEVICE, SIGNALING LINE, AND NOTIFICATION-APPLIANCE CIRCUITS. ALARM SIGNAL SERVICE. UL LISTED AS TYPE FPL, AND COMPLYING WITH REQUIREMENTS IN NFPA 72. �� 2. OPENING, TAMPERING, OR REMOVAL OF ALARM-INITIATING AND TEMPORAL PATTERN, COMPLYING WITH ANSI S3.41. COMPLYING WITH REQUIREMENTS IN UL 1424 AND IN UL 2196 SUPERVISORY SIGNAL-INITIATING DEVICES. FOR A 2-HOUR RATING. a. DETECTORS THAT ARE OUTSIDE THEIR MARKED SENSITIVITY RANGE Q OD LL 6,':Z . SHALL BE REPLACED. ��•� 3. LOSS OF PRIMARY POWER AT THE FACP. E. POWER SUPPLY FOR SUPERVISION EQUIPMENT: SUPPLY FOR AUDIBLE ""O O AND VISUAL EQUIPMENT FOR SUPERVISION OF THE AC POWER SHALL 5. TEST AND INSPECTION RECORDS: PREPARE ACCORDING TO NFPA z />• =Z 4. GROUND OR A SINGLE BREAK IN FACP INTERNAL CIRCUITS. C. NON-POWER-LIMITED CIRCUITS: SOLID-COPPER CONDUCTORS WITH 72, INCLUDING DEMONSTRATION OF SEQUENCES OF OPERATION ;W Ln 5. ABNORMAL AC VOLTAGE AT THE FACP. BE FROM A DEDICATED DC POWER SUPPLY, AND POWER FOR THE DC 600-V RATED, 75 DEG C, COLOR-CODED INSULATION. BY USING THE MATRIX-STYLE FORM IN APPENDIX A IN NFPA 70. O .J •v O: COMPONENT SHALL BE FROM THE AC SUPPLY. C 6. A BREAK IN STANDBY BATTERY CIRCUITRY. 1. LOW-VOLTAGE CIRCUITS: N0. 16 AWG, MINIMUM. 7. FAILURE OF BATTERY CHARGING. FALARM SILENCINGTROUBLEAND SUPERVISORY ALARM RESET2. LINE-VOLTAGE CIRCUITS: NO. 12 AWG, MINIMUM. 3.6 ADJUSTING 00 Z F. , , : 8. ABNORMAL POSITION OF ANY SWITCH AT THE FACP OR 3. MULTICONDUCTOR ARMORED CABLE: NFPA 70 TYPE MC COPPER MANUAL RESET AT THE FACP, AFTER INITIATING DEVICES ARE �•'•. ��� � ANNUNCIATOR. CONDUCTORS, TFN/THHN CONDUCTOR INSULATION, COPPER DRAIN A. OCCUPANCY ADJUSTMENTS: WHEN REQUESTED WITHIN 12 MONTHS U �® ••• �� ��� RESTORED TO NORMAL. WIRE, COPPER ARMOR[ WITH OUTER JACKET WITH RED OF DATE OF SUBSTANTIAL COMPLETION, PROVIDE ON-SITE F. SYSTEM TROUBLE AND SUPERVISORY SIGNAL ACTIONS: RING 1. SILENCING-SWITCH OPERATION HALTS ALARM OPERATION OF IDENTIFIER STRIPE, UL LISTED FOR FIRE ALARM AND CABLE TRAY ASSISTANCE IN ADJUSTING SYSTEM TO SUIT ACTUAL OCCUPIED ofs••••,, TROUBLE BELL, ANNUNCIATE AT THE FACP, AND COMMUNICATE TO NOTIFICATION APPLIANCES AND ACTIVATES AN ALARM SILENCE INSTALLATION, PLENUM RATED, AND COMPLYING WITH CONDITIONS. PROVIDE UP TO TWO VISITS TO PROJECT OUTSIDE REMOTE STATION. LIGHT. DISPLAY OF IDENTITY OF THE ALARM ZONE OR DEVICE IS REQUIREMENTS IN UL 2196 FOR A 2-HOUR RATING. NORMAL OCCUPANCY HOURS FOR THIS PURPOSE. z RETAINED. 1.5 SUBMITTALS 2. SUBSEQUENT ALARM SIGNALS FROM OTHER DEVICES OR ZONES PART3 - EXECUTION B. FOLLOW-UP TESTS AND INSPECTIONS: AFTER DATE OF SUBSTANTIAL REACTIVATE NOTIFICATION APPLIANCES UNTIL SILENCING SWITCH IS COMPLETION, TEST THE FIRE ALARM SYSTEM COMPLYING WITH TESTING z T A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. OPERATED AGAIN. 3.1 EQUIPMENT INSTALLATION AND VISUAL INSPECTION REQUIREMENTS IN NFPA 72. PERFORM W Z 3. WHEN ALARM-INITIATING DEVICES RETURN TO NORMAL AND TESTS AND INSPECTIONS LISTED FOR THREE MONTHLY, AND ONE r , B. SHOP DRAWINGS: SYSTEM RESET SWITCH IS OPERATED, NOTIFICATION APPLIANCES A. SMOKE OR HEAT DETECTOR SPACING: QUARTERLY, PERIODS. v 1. SHOP DRAWINGS SHALL BE PREPARED BY PERSONS WITH THE OPERATE AGAIN UNTIL ALARM SILENCE SWITCH IS RESET. 1. SMOOTH CEILING SPACING SHALL NOT EXCEED THE RATING OF FOLLOWING QUALIFICATIONS: G. PRIMARY POWER: 24-V DC OBTAINED FROM 120-V AC SERVICE AND THE DETECTOR. 3.7 DEMONSTRATION a. TRAINED AND CERTIFIED BY MANUFACTURER IN FIRE ALARM 2. SPACING OF HEAT DETECTORS FOR IRREGULAR AREAS, FOR APOWER-SUPPLY MODULE. INITIATING DEVICES, NOTIFICATION M r SYSTEM DESIGN. APPLIANCES, SIGNALING LINES, TROUBLE SIGNAL, SUPERVISORY SIGNAL IRREGULAR CEILING CONSTRUCTION, AND FOR HIGH CEILING A. ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN Z W `', b. FIRE ALARM CERTIFIED BY NIMINIMUM LEVEL III. SHALL BE POWERED BY THE 24-V DC SOURCE. AREAS, SHALL BE DETERMINED ACCORDING TO APPENDIX A IN OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE, AND O 2. SYSTEM OPERATION DESCRIPTION:: DETAILED DESCRIPTION FOR 1. THE ALARM CURRENT DRAW OF THE ENTIRE FIRE ALARM SYSTEM NFPA 72. MAINTAIN THE FIRE ALARM SYSTEM, APPLIANCES, AND DEVICES. coPERVISION OF EACH TYPE OF CIRCUIT AND SEQUENCE Of THIS PROJECT, INCLUDING METHOD OF OPERATION AND SHALL NOT EXCEED 80 PERCENT OF THE POWER-SUPPLY 3. SPACING OF HEAT DETECTORS SHALL BE DETERMINED BASED ON ', MODULE RATING. GUIDELINES AND RECOMMENDATIONS IN NFPA 72. 1 U OPERATIONS FOR MANUALLY AND AUTOMATICALLY INITIATED SYSTEM 2. POWER SUPPLY SHALL HAVE A DEDICATED FUSED SAFETY SWITCH END OF SECTION �.. INPUTS AND OUTPUTS. MANUFACTURERS STANDARD FOR THIS CONNECTION AT THE SERVICE ENTRANCE EQUIPMENT. B. HVAC: LOCATE DETECTORS NOT CLOSER THAN 3 FEET (1 M) FROM Z) CO DESCRIPTIONS FOR GENERIC SYSTEMS ARE NOT ACCEPTABLE. PAINT THE SWITCH BOX RED AND IDENTIFY IT WITH FIRE ALARM AIR-SUPPLY DIFFUSER OR RETURN-AIR OPENING. _♦ 3. DEVICE ADDRESS LIST: COORDINATE WITH FINAL SYSTEM PROGRAMMING. SYSTEM POWER." C. AUDIBLE ALARM-INDICATING DEVICES: INSTALL NOT LESS THAN 6 I 4. SYSTEM RISER DIAGRAM WITH DEVICE ADDRESSES, CONDUIT SIZES, INCHES (150 MM) BELOW THE CEILING. INSTALL HORNS ON 1- AND CABLE AND WIRE TYPES AND SIZES. H. SECONDARY POWER: 24-V DC SUPPLY SYSTEM WITH BATTERIES AND FLUSH-MOUNTED BACK BOXES WITH THE DEVICE-OPERATING �'n 5. WIRING DIAGRAMS: POWER, SIGNAL, AND CONTROL WIRING. AUTOMATIC BATTERY CHARGER AND AN AUTOMATIC TRANSFER SWITCH. MECHANISM CONCEALED BEHIND A GRILLE. v INCLUDE DIAGRAMS FOR EQUIPMENT AND FOR SYSTEM WITH ALL 1. BATTERIES: SEALED LEAD CALCIUM. TERMINALS AND INTERCONNECTIONS IDENTIFIED. SHOW WIRING 2. BATTERY AND CHARGER CAPACITY: COMPLY WITH NFPA 72. D. DEVICE LOCATION-INDICATING LIGHTS: LOCATE IN PUBLIC SPACE NEAR W O COLOR CODE. THE DEVICE THEY MONITOR. O 6. BATTERIES: SIZE CALCULATIONS. I. SURGE PROTECTION: 7. FLOOR PLANS: INDICATE FINAL OUTLET LOCATIONS SHOWING 1. INSTALL SURGE PROTECTION ON NORMAL AC POWER FOR THE E. FACP: SURFACE MOUNT WITH TOPS OF CABINETS NOT MORE THAN ADDRESS OF EACH ADDRESSABLE DEVICE. SHOW SIZE AND FACP AND ITS ACCESSORIES. COMPLY WITH DIVISION 16 U 72 INCHES (1830 MM) ABOVE THE FINISHED FLOOR. ROUTE OF CABLE AND CONDUITS. SECTION "TRANSIENT VOLTAGE SUPPRESSION" FOR AUXILIARY PANEL SUPPRESSORS. 3.2 WIRING INSTALLATION C. QUALIFICATION DATA: FOR INSTALLER. 2. INSTALL SURGE PROTECTORS RECOMMENDED BY FACP MANUFACTURER. INSTALL ON ALL SYSTEM WIRING EXTERNAL TO A. INSTALL WIRING ACCORDING TO THE FOLLOWING: D. FIELD QUALITY-CONTROL TEST REPORTS. THE BUILDING HOUSING THE FACP. 1. NECA 1. E. OPERATION AND MAINTENANCE DATA: FOR FIRE ALARM SYSTEM TO J. INSTRUCTIONS: COMPUTER PRINTOUT OR TYPEWRITTEN INSTRUCTION 2. TIA/EIA 568-A. PROJECT NUMBER: 15111 INCLUDE IN EMERGENCY, OPERATION, AND MAINTENANCE MANUALS. CARD MOUNTED BEHIND A PLASTIC OR GLASS COVER INA B. WIRING METHOD: INSTALL WIRING IN METAL RACEWAY ACCORDING TO DATE ISSUED: FEBRUARY 5, 2017 COMPLY WITH NFPA 72, APPENDIX A, RECOMMENDATIONS FOR STAINLESS-STEEL OR ALUMINUM FRAME. INCLUDE INTERPRETATION OWNER'S MANUAL. INCLUDE ABBREVIATED OPERATING INSTRUCTIONS AND DESCRIBE APPROPRIATE RESPONSE FOR DISPLAYS AND SIGNALS. DIVISION 16 SECTION RACEWAYS AND BOXES. FOR MOUNTING AT THE FACP. BRIEFLY DESCRIBE THE FUNCTIONAL OPERATION OF THE SYSTEM 1. FIRE ALARM CIRCUITS AND EQUIPMENT CONTROL WIRING REVISIONS: UNDER NORMAL, ALARM, AND TROUBLE CONDITIONS. ASSOCIATED WITH THE FIRE ALARM SYSTEM SHALL BE INSTALLED F. SUBMITTALS TO AUTHORITIES HAVING JURISDICTION: IN ADDITION TO IN A DEDICATED RACEWAY SYSTEM. THIS SYSTEM SHALL NOT BE DISTRIBUTION REQUIREMENTS FOR SUBMITTALS SPECIFIED IN DIVISION 2.3 MANUAL FIRE ALARM BOXES USED FOR ANY OTHER WIRE OR CABLE. 1 SECTION "SUBMITTALS," MAKE AN IDENTICAL SUBMITTAL TO A. DESCRIPTION: UL 38 LISTED; FINISHED IN RED WITH MOLDED, AUTHORITIES HAVING JURISDICTION. TO FACILITATE REVIEW, INCLUDE RAISED-LETTER OPERATING INSTRUCTIONS IN CONTRASTING COLOR. C. WIRING METHOD: COPIES OF ANNOTATED CONTRACT DRAWINGS AS NEEDED TO DEPICT STATION SHALL SHOW VISIBLE INDICATION OF OPERATION. MOUNTED 1. RACEWAYS USED FOR FIRE ALARM CIRCUITS, AND EQUIPMENT COMPONENT LOCATIONS. RESUBMIT IF REQUIRED TO MAKE ON RECESSED OUTLET BOX. CONTROL WIRING ASSOCIATED WITH THE FIRE ALARM SYSTEM, CLARIFICATIONS OR REVISIONS TO OBTAIN APPROVAL. ON RECEIPT 1. DOUBLE-ACTION MECHANISM REQUIRING TWO ACTIONS TO INITIATE MAY NOT CONTAIN ANY OTHER WIRE OR CABLE. OF COMMENTS FROM AUTHORITIES HAVING JURISDICTION, SUBMIT AN ALARM, PULL-LEVER TYPE., ARRANGED TO COMMUNICATE 2. SIGNALING LINE CIRCUITS: POWER-LIMITED FIRE ALARM CABLES THEM TO ARCHITECT FOR REVIEW. MANUAL-STATION STATUS (NORMAL, ALARM, OR TROUBLE) TO SHALL NOT BE INSTALLED IN THE SAME CABLE OR RACEWAY AS THE FACP. SIGNALING LINE CIRCUITS. G. DOCUMENTATION: 2. STATION RESET: KEY- OR WRENCH-OPERATED SWITCH. D. WIRING WITHIN ENCLOSURES: SEPARATE POWER-LIMITED AND 1. APPROVAL AND ACCEPTANCE: PROVIDE THE "RECORD OF NON-POWER-LIMITED CONDUCTORS AS RECOMMENDED BY COMPLETION" FORM ACCORDING TO NFPA 72 TO OWNER, 2.4 SYSTEM SMOKE DETECTORS MANUFACTURER. INSTALL CONDUCTORS PARALLEL WITH OR AT RIGHT SHEET TITLE ARCHITECT, AND AUTHORITIES HAVING JURISDICTION. ANGLES TO SIDES AND BACK OF THE ENCLOSURE. BUNDLE, LACE, 2. RECORD OF COMPLETION DOCUMENTS: PROVIDE THE "PERMANENT A. GENERAL DESCRIPTION: AND TRAIN CONDUCTORS TO TERMINAL POINTS WITH NO EXCESS. RECORDS" ACCORDING TO NFPA 72 TO OWNER, ARCHITECT, AND 1. UL 268 LISTED, OPERATING AT 24-V DC, NOMINAL. CONNECT CONDUCTORS THAT ARE TERMINATED, SPLICED, OR ELECTRICAL AUTHORITIES HAVING JURISDICTION. FORMAT OF THE WRITTEN 2. PLUG-IN ARRANGEMENT: DETECTOR AND ASSOCIATED INTERRUPTED IN ANY ENCLOSURE ASSOCIATED WITH THE FIRE ALARM SEQUENCE OF OPERATION SHALL BE THE OPTIONAL INPUT/OUTPUT ELECTRONIC COMPONENTS SHALL BE MOUNTED IN A PLUG-IN SYSTEM TO TERMINAL BLOCKS. MARK EACH TERMINAL ACCORDING TO MATRIX. MODULE THAT CONNECTS TOA FIXED BASE. PROVIDE THE SYSTEM'S WIRING DIAGRAMS. MAKE ALL CONNECTIONS WITH SPECIFICATIONS a. HARD COPIES ON PAPER TO OWNER, ARCHITECT, AND TERMINALS IN THE FIXED BASE FOR CONNECTION OF BUILDING APPROVED CRIMP-ON TERMINAL SPADE LUGS, PRESSURE-TYPE AUTHORITIES HAVING JURISDICTION. WIRING. TERMINAL BLOCKS, OR PLUG CONNECTORS. b. ELECTRONIC MEDIA SHALL BE PROVIDED TO OWNER. 3. SELF-RESTORING: DETECTORS DO NOT REQUIRE RESETTING OR READJUSTMENT AFTER ACTUATION TO RESTORE THEM TO NORMAL 1.6 QUALITY ASSURANCE OPERATION. A. INSTALLER QUALIFICATIONS: PERSONNEL SHALL BE TRAINED AND 4. INTEGRAL VISUAL-INDICATING LIGHT: LED TYPE. INDICATING DEFECTOR HAS OPERATED AND POWER-ON STATUS. CERTIFIED BY MANUFACTURER FOR INSTALLATION OF UNITS REQUIRED FOR THIS PROJECT. SHEET NUMBER E =401 PERMIT SET f. Gregor ngineerie a, Inc. Innovative design solutFC;nsfor ' engineered building systems 4567 Deep River Place Jacksonville,FL 32224 (904) 714-5188 coo Cert.of Authorization#28163 ,v A SOUTHERN BISTRO &B.,AkR, I 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby,R.A. 2452 Puffian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net SYSTEM OPERATIONAL NOTE: (**WARNING**) N.C.12109 - 11L.AR-0017060-FL.ID-4621 IN ORDER TO MAINTAIN POSITIVE BUILDING PRESSURIZATION, CONSULTANT: ALL RTU EVAP FANS MUST BE SET IN THE 'ON' POSITION t1111111111111 DURING NORMAL OPERATIONAL HOURS. FAILURE TO 0 CHAQ COMPLY WILL LIKELY RESULT IN MICROBIAL GROWTH LEADING ....... TO DEGRADATION OF BUILDING MATERIALS AND FINISHES AND ENS ------------------------ ------------------------------------------ --------------------------------------------------- --------------------- ------------------------------------------------ -------------------------------------------------­----------------- --------------- CLOSET ADVERSE HEALTH ISSUES OF OCCUPANTS. ---------- _.x 1" COND. DRAIN 2422 UP TO 60 TO DRYWELL FAN #3 ON ROOF- ---- ---------------- ----- - BELOW GRADE 11----------------- 1" COND. DRAIN h TO DRYWELL 1: t __ STORAGE ------------- j., BELOW GRADE A-2424 1" COND. DRAIN :�24 NAL %V t----------------------------- TO DRYWELL 750 CFM (0 750 CFM ------------------------ L BELOW GRADE ELEVATOR ---------- J_­ METAL EXHAUST DUCT ........... A-12x12 , B`48x24 DIGHWA 50 CFM TO WALL CAP EQUAL 14"0 t----------------------------- 2550 CFM ---------- 00 2�xl 6, TO CROWN PRODUCTS ---------------------------- C14 i ---------- w =nn; fi, i _f 0 #349-D (TYP. 3) r. ------------- r_1 M > Z 22x16 r IT N • 0 _=� __----------------- -------------- ------------------------ ---------- EF-1 00 FAN #2 N ROOF, ------------------------ 26xl -6--=- UP TO: 6 26xt . ....... 1 o"oBAR B x :c ------- -2424 Q0 1275 CFM A- A A A-2�&141 -1202 A-2424 i x24 F- 400 350 CF 100 UN --------------- M 400 CFM j 750 CFM r 0 Z H --------------- ------------------------------------------------------ ------------------------------------------------------------------------------- 8-0 ---------- co Z -2424 ...... .... mlli OME148---\ COOLER (N CFM 10" F1 ] o 05 w D Up To R CTU 3 2 WA T B-48x24 --------------I A-2424 ............. ...... .... ...... g --------- L 2375 CFM MENS ------- .... 400 CFM 18x22 SUPPLY Q0 LU 26x16 FROM RTU- �O4 Z X it N: ii :& NA A-2424 4 300 CFM H 0 E-3T-, CN 00 D B-48x24 Up To 24x' 6 ---------- x 1102 2550 CFM 00 04 B-2424 DIN RTU 0 A-12x12 1275 CFM C �_00 —CFM,---- ------------- CO 0 0 EF-2 ce) [107 C) Z Ilk- ------------ ----------------------- 10-0 �1 0", ic t L--------------------------H -------------- ------------ TIJ -------------------- Ld I .......................... r: J -1 L----------J L.,�.........i ------------- ----1 j---------- ----------------------- W CL —--------------------------------------------------------------------------------------------------------------------------i ---------- A-2424 1.6x�F6--­ Uj 00 -------- ------------ 260 CFM ----------- ------------ 10"o A-2424 A- 4444 -r�-2424 STOPA-2424,...�--A--24 300 CFM )F -- V ", 0� 0 10" 30(3Tq CFM M T 600 CFP 6(0 C .... .................. r IE 10"o -24x J 1 :1 Ej ...................._4 350 CFV CFM 50 ................... . .................. 2424 C --------------- ---------- 77=E ------------------ ---------- ------------ ----------------------------------- El _1 -----------­--------- ------------------------------------------------- ---------------------- ------------------- ------------------------ < nx PROJECT NUMBER: 15111 ;&rr5__U1p TO L FAN #11, N ROOF DATE ISSUED: FEBRUARY 5, 2017 INING Z 2 • REVISIONS: Uj �E H.C. RAMP @ 1:12 A-2424 A-24X 4 A-2424 EGRESS RAMP 400 CFM 41? M MECHANICAL DEMO NOTES: ENTRY -------------­­­ --------------------- --- [�91 ----------- ANDSCAP ALL EXISTING HVAC EQUIPMENT, CURBS, SUPPORTS AND PIPING SHALL BE REMOVED; -------------- ----- (D PATCH ROOF AND FLOORS TO MATCH EXISTING. -PLANTER ALL SUPPLY, RETURN, EXHAUST AND FRESH AIR DUCTWORK SHALL BE REMOVED; REMOVE ALL DUCT SUPPORTS. SHEET TITLE ALL AIR DEVICES, DAMPERS AND ASSOCIATED BRANCH DUCTWORK SHALL BE REMOVED. EXTERIOR BALCONY OVERHEAD ---------------- -----------------­­ --------- ----------- ------------------------ ANDSCAP MECHANICAL PLAN PLANTER ---------- FIRST FLOOR SHEET NUMBER M = l 01 MECHANICAL PLAN FIRST FLOOR \,M -101 SCALE: 3/16" = 1'-0" PERMIT SET s. Gregoryi nc ine!erin , Inc f Innovative design solutions-for / engineered building s'ystem5 4567 Deep River Place Jacksonville,FL 32224 (904) 714-5188 coo Cert, of Authorization#28163 . SOUTHERI4 BISTRO & BAR 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby,R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 STAIR Email: jnoverby@att.net N.C.12109 • FL.AR-0017060•FL.ID-4621 !I'r fj CONSULTANT: II ! ..------------.__- ......_.'1 ------------------------------------------- - CEN ELEVATOR N ......... . . . SS '••.■...••' G ��` 1�tAIT -- _:. 1150 CFM , . M.: �.,,�� 0 N A� A-24x24 A-24x24 --- -- -- - - - ................................................. 200 CFM 200 CFM B-24x24 A-2 x24 1150 CF 14"t r ; z 75 CFM M Q % , � f .j _ N OFFIC ,. ;+ ' E— N 20 ; ! M 14"0 (' UP TO -— ! - ---- j RTU-4 -� :::.:: ::..... O Z LL � �, U P TO V' MENS A-1 x1� 2- RTU-5 2O 50 CFM W ---- r ry F- *Y - - 10"o 10 � _ .. _ 10 - ; - Z zA , 4" EXHAUST DUCT - MM j ._- 2. �.... 0 W 9(6;x1 __ :.::: :..... r F-1 � � ) ; M TO WALL CAP EQUAL _._ . - .sa m 1 ...�. - TO CROWN PRODUCTS �a �. 1� � _._F.._..� Cr? _ ca -- ---- ------- ----- -- < 501CFM#OMENS - - -- - — -- ---- --- �- < M Z �— 1� ------------ ' �a6-------------.._..I I �. I- 1 } _� I-- Q Cn In _..I , ._ Wo 10"o I I O r G `� U A-24x24 - - - - --- - - A-24x24 425 CFM l - 4x24 425 CFM - ! 425 CFM - ;! ---- -- PROJECT NUMBER: 15111 III l j Lj I L�1 � ---J LAI 1 DATE ISSUED: FEBRUARY 5, 2017 .. __ - -: _-- :__:.::.::_._._.,:I.-:.; - - -_ - - REVISIONS: - - _ ----------- REVISIONS: - -- i I ------ ------------_--.-._-._-_............._-.-----_---- - ------.-----.--- -._ _ .---------------- .--.--.-_--_ _-------------- _._------------.----.--------_-_ .-_------------ SHEET TITLE MECHANICAL PLAN — SECOND FLOOR MECHANICAL PLAN —10 SCALE: 3/16" � 1'-0" . SECOND FLOOR SHEET NUMBER Mml PERMIT SET ........ ......... } -.,... ........ 6 ,r l � Grego n l erin ► Inc.' Innavative design solutions #or engineefed building systems'I 4567 Deep River Place Jacksonville,FL 32224 (904) 714-5188 coc Cert. of Authorization#28163 r� ` UTHE N BISTRO 303 Atlantic BI Atlantic Beach, FL ARCHITECT: Julianne N. Over] Architectural and Interior I Julianne N. Overby,R.A. 2452 Pullian Street Jacksonville Beach, Florida 3 904-704-8628 Email: jnoverby@att.net N.C.12109 •11L.AR-0017060•FL.ID-4621 CONSULTANT: C H A E� r—----- ----------------------------------------------- , ------- `��� P•� C E NSF•••��C i 1" COND. DRAIN 1" COND. DRAIN No. 46 TO DRYWELL; _-------__......_. TO DRYWELL; • REFER TO M-101 REFER TO M-101 _.. 0 rrrr.u• 1„ COND. DRAIN �SSS •���;�� FAN #3 TO DRYWELL; �NAt _ I M �rr�uin►►�`` - / __. 101 - - ----- -- e 1, / P uxnnr - -- -- -- -- - - - — - .-- rte' --- - -- - - - -- RTU-2 -- ---- M �� 3/4" 3/4» M .J 3/4q / MIN ��EpR .. PKC- co RTU-4 RTU-S FAN #2 I O I --- w 4' _ = I 1 C _ a Z LL_ M I \ # N —�I Z 10 -0 IN. CLEAR FAN 1101 TO 0 A� AKES . ......... ------------ \ I I RTU-3 n tiRi --------------------------........ ...................................................... ,r RTU-1 ` \ 3/4 / - - ----------------------------- -------------- .......... ---------------- ------------------- ------------------------ r / A ~ CSW Z ....... ................................ O m \ i / --- -- - - - - --- -- --- - - -- fns WLL p - ------ _ - - - - ---- - - -- --- - ---- --- - -- ---- ---- - -- ---- ---- --- - --- - - - - LQ- a - - - - ---- PROJECT NUMBER: 15111 DATE ISSUED: FEBRUAR REVISIONS: -- - - - -- --- -- -- - ------ -- -- -- ---- -- — --- --- i----------------------- I -- -- _-. - — -- -- -- - -- - --- -- --- e - - a, i �-1 ,r ,. ' _ ` - - SHEET TITLE - -- - ----- -- - - -- - ---------------------------_...._..: ---------------------- ---------------- '------.._... ------------`W'---..._.....- ---------------------------------'--.._._._...._..._----------...----I1--, ------- r ---------- ------ MECHANICAL ROOF SHEET NUMBER MECHANICAL PLAN - ROOF -10 SCALE: 3/16" = 1'-0" F OXY sM = 1 01 ky V. PERMIT S —---------- ....... 7........................ Gre or ngineerinq, Inc. �y innovative deilgri solut s for engineered buildlng systems 4567 Deep River Place Jacksonville,FL 32224 (904) 714-5188 coo Cert. of Authorization#28163 A SOUTHERN BISTRO &.BAR 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby,R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 ffOOD INFORMATION - Job#28433 0 Email: jnoverby@att.net MAX EXHAUST PLENU HOOD CONFIG. L55 SERIES E26 CANOPY LIGHT FIXTURE- N.C.12109 -FL.AR-0017060-FL ED-4621 HOOD PIS R( HOOD NO, TAG MODEL LENGTH COOK]k TOTAL MUA CFM AC CFM END TO HIGH TEMP ASSEMBLY,INCLUDESCLEAR THERMAL TEMP. EXH. CFM WIDTH LENG.HEIGHT DIA. CFM S.P. CONSTRUCTION END ROW AND SHOCK RESISTANT GLOBE CL55 FIXTURE) 6024 411,11 3. 3. CONSULTANT: 1 4' 11,000 600. 1106 4' 10, 1106 -0.831' 770 200 LEFT ALONE _w __T Left ND-2-ACPSP-F Deg Where xpos — - --- 'e, t Im LV 9 9. 2 29 - 6024 a, 10.00, 450 1767 4' 12' 1767 -0.957' 1529 424 430E SS RIGHT ALONE FIELD WRAPPER 18.00'HIGH 010. AND SHOCK""' S IS' Right ND-2-ACPSP-F Deg. Where xposed (SEE HOOD OPTIONS TABLE) 010, ,01 0\ CHAE4 3 69 - 6024 8' 3.00' 600 1650 4' 121 1650 -0,834' 1468 350 430 SS LEFT ALONE 6D' \�' 0.......0. q.�1-*' Left ND 2 ACPSP F Deg. Where Exposed BALANCE DAMPERS CENSe# 1 4' 101 1165 U 69 - 6024 600 430 SS UPPLY RISER WITH +* 4 91 11.00, 2330 — 1701 560 RIGHT ALONE LUNE Al 4 0 -i 7 Right _2_,CPS, Deg. Where Exposed HANGING ANGLE OLUME DAMPER -rND -F 4' O� 165 ..-0.921, UOD INFORMATION e3=OPEN STAINLESS I.I.L.Listed L35 Series E26 Canopy U,L.Listed L55 Series E26 Ca=y FILTERCS) LIGHT�S) STE, 60, 60. UTILITY CABINET(S) STEEL PERFORATED PANEL U ht F1 H T HOOD FIRE SYSTEM ELECTRICAL FIRE HOOD 20'CAPTRATE SOLD Light Fixture High Temp As- TAG EFFICIENCY @ 9 WIRE SWITCHES FILTER WITH HOOK NO, TYPE QTY,HEIGHT LENGTH QTY.j TYPE LOCATION SIZE SYSTEMHANGINC MICRONS GUARD TYPE SIZE MODEL # QUANTITY PIPING WGHT 1 29 - 93% See Filter 378 3'INTERNAL STANDOFF R4' 00 Lef Captrate Solo Filter 3 ED, 16' Spec. 3 L55 Series E26 NO YES - — t LBS LEL4h NUN. 2 29 - Captrate Solo Filter 6 20' 16' 93% See Filter 5 L55 Series E26 NO Right I Light 802 10 Right Spec. 20'x6O'x24' Ansul R102 3.0/3,0/3.0/3.0 DCV-2111 YES I Fan LBS 3 69 Captrate Solo Filter 6 20, 16' 93% See Filter 5 L55 Series E26 NEI 620 It IS THE RESPONSIBILITY Left Spec. YES LBS OF THE A CHITECT/OWNER T13 28. as, AL TIP ENSURE THAT HE HOOD CLEARANCE 4 69 - Captrate Solo Filter 1 7 1 20' 16, 93% See Filter 692 FR13N LIMITED-COMBUSTIBLE lillit"ll Right SP�CL­' L55 Series E26 NO YES LBS AND COMBUSTIBLE MATERIALS T_ ------ T 77�_ IS IN COMPLIANCE WITH HOOD OPTIONS LOCAL CODE REQUIREMENTS. to HOOD NO. TAG OPTION L 26 FIELD WRAPPER 18,00- High Front, Left 41101 MAX a—_r_ GREASE W 0 1 29 - Left BACKSPLASH BOAO' High X IBS.00' Long 430 SS Vertical GREASE DUCT SPECIFICATION DRAIN BALANCE DAMPERS PROVIDE GREASE DUCT EQUAL TO CAPTIVEAIRE MODEL 'D)W' WITH REMOVABLE CUP 5' 5' 5' 1 5' M 2 29 - Right FIELD WRAPPER IBX0- High Front, Right ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK, ETL 16, t Z > CY) BALANCE DAMPERS BACKSPLASH 80,00' HIGH 16, FIELD WRAPPER 18,00- High Front, Left LISTED TO UL 1978 AND INSTALLED USING 'V' CLAMP 5.00'LUNG 0. —49 1/21- 59 I/e, 29 3/4' 0 J CY) 3 69 - L BACKSPLASH 80,00' High X 218,00' Long 430 SS Vertical LOCKING CONNECTIONS WITH 3M FIRE BARRIER 2000+ i —49 1/21- -29 3�4'- 00 (N eft BALANCE DAMPERS SILICONE TO SEAL JOINTS. DUCTWORK DOES NOT REQUIRE —24 3/41-1 49 1/2' 19 3/4' 1 39 3/4' 1 39 3/4' LEFT VERTICAL END PANEL 27' Top Width, 21' Bottom Width, 80' High Insulated 430 WELDING, PROVIDE RATED ACCESS DOORS AT EVERY CHANCE ss FIELD WRAPPER 18.00' High Front, Right IN DIRECTION AND EVERY 12' ON CENTER, SLOPE GREASE 24 3/4' 1 -49 1/2, 29 3/4' 1 39 1/2, CY) 4 69 - Right BALANCE DAMPERS DUCT DOWN TO HOOD (1/16* PER 12', DUCT RUN < 75'j EQUIPMENT —8' 3.00,No,./B'3.00-OD 9'11,00'Nom,/91 11.0010D RIGHT VERTICAL END PANEL 27' Top Width, 21' Bottom Width, 80' High Insulated 430 3/16' PER 12', DUCT RUN > 75'). BY KEC Ss _P I Left) 8_-A—N Vl�ll H110' P N - Right 3 Le -49- g�Al-I.OY'O'XLEN--G'o-6Q6d2fNAD�-'29-ACPRP-P )K)K IF 2-HR FIRE RATING IS REQUIRED, PROVIDE DOUBLE .05 NG 60MED :A�Psp- PERFORATED S Y PLENUM(S.) ISER(S> LAYER OF THERMAL CERAMICS 834680600587XL PYROSCAT ITEM#72 HOOD L — — — 0 Z NO, TAG Pas. LENGTH WIDTH HEIGHT TYPE WIDTH LENG. DIA. CFM SIP. DUCT WRAP (OR EQUAL), OR CAPTIVEAIRE MODEL 'DW-3Z' 1 29 - Left Front 59' 1 24' 61 MUA 12' 28' 770 0.191' PRE-INSULATED DDUBLE-WALL LISTED GREASE DUCT, ACPSP ships loose for field installation ACPSP ships loose for field installation Z < �17 AC 6' 16' 200 0.052' w _j MUA 12' 28' 764 0.188' L55 SERIES E26 CANOPY LIGHT FIXTURE- HIGH TEMP ASSEMBLY,INCLUDES CLEAR THERMAL 2 29 - Right Front 126' 24' 61 MUA 12' 28' 764 0.188' CPSP- AND SHOCK RESISTANT GLOBE CL55 FIXTURE) AC 61 16' 212 M058' SECTION VIRE 94ND-2-A AC 6' 16' 212 0.0581 HOOD - Al & V%�9 TRW & 29 -CPREght) MUA 12' 28' 734 0202' 3 69 - Left Front 99' 26' 61 MUA 121 as, 734_ 0.20 ' Z (SEE HOOD OPTIONS TABLE) AC 6' 16' 175 0.0481 60, AC 6. 16' _ 175 0.0481 3' 1 BALANCE DAMPERS Z MUA 10, 28, —__�6_7 0,150, 9. 1 CD IM MUA 10' 28' 567 0.1501 010. SUPPLY RISER WITH 4 69 - Right Front 119' 26' 6. MUA 10, 28, 567 0.150' 012, HANGING ANGLE___1 SEE HOOD TABLE VOLUME DAMPER A� 6' 2110 0.073' 23.5Z OPEN STAINLESS �C I :; I ! 280 0.073 STEEL PERFORATED PANEL 20'CAPTRATE SOLO 'UPPLY4 VOLUME Fire Suste?n Information Job#2843370 FILTER WITH HOOK 6. FIRE MAX INSTALLATION SYSTEM: Tog TYPE SIZE FLOW UL. Listed L55 Series E26 Canopy U1.Listed L55 Series E26 Canopy 1 3' INTERNAL STAND13FF 26, < Nil. POINTS SYSTEM LOCATION ON HOOD Light Fixture-HI In T ip Assembly Light Fixture High Temp Assembly 60, 4'MUM. Z Ansul. R102 3.0/3.0/3,0/3.0 44 Fire Cabinet Right Right IT Is THE RESPONSIBILITY OF THE ARCHITECT/DVNER TO ENSURE THAT THE HOOD CLEARANCE U) M j FROM LIMITED-COMBUSTIBLE AND COMBUSTIBLE MATERIALS w 0 IS IN C13MPLIANCE WITH Utility LOCAL CODE REQUIREMENTS, 29 28' 29' 4&0'MAX PLENUM PROTECTION GREASE BRAIN PROVIDE GREASE DUCT EQUAL TO CAPTIVEAIRE MODEL 'D\�' NOZZLE 7' 7' 7- -7 WITH REMOVABLE CUP 24' 24- ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK, ETL T_ 0 1 /1/ DAOKSPLASH 8 0 HIGH NS ALLED USING 'V' CLAMP DUCT PROTECTION 6. 6. X 21a.00'LONG 5' LOCKING CONNECTIONS WITH 3M FIRE BARRIER 2000+ nt .1 'y NOZZLE M so 80. SILICONE TO SEAL JOINTS, DUCTWORK DOES NOT REQUIRE DETECTORS 16,4 F WELDING, PROVIDE RATED ACCESS DOORS AT EVERY CHANC E 12,__le 25 1/21--25 /j------ 25 1/2.............. 25 1/2- 12- -REASE PROJECT NUMBER: 15111 —29 1.- 29 1/L� 53' IN DIRECTION AND EVERY 12' ON CENTER, SLOPE G 4' <1 31 1/2, 1 DUCT DOWN TO HOOD (1/16' PER 12', DUCT RUN < 75', DATE ISSUED: FEBRUARY 5, 2017 -29 1/ 63, 1 3/160 PER 12', DUCT RUN > 75')� LIGHTING FOR ACPSP Job 0 2843370-Hoods#1,#2 )K)K IF 2-HR FIRE RATING IS REQUIRED, PROVIDE DOUBLE —29 1/2' —31 1/2, 1 63, 1 20' INPUT,120V AC,I Phase, 50/60H.,3.5 Watts per light. TO CONTROL LIGHTS WITH HOOD LIGHT SWITCH,WIRE PER REVISIONS: HOOD ELECTRICAL CONTROL PANEL SCHEMATIC. EQUIPMENT LAYER OF THERMAL CERAMICS 834680600587XL PYROSCAT APPLIANCE PROTE TION 4'11.00-N.m./4'11.00'DD 0'10.00'N.m./S'10.00'M To CONTROL LIGHTS WITH BUILDING LIGHT SWITCH,WIRE BY KE13 DUCT WRAP (OR EQUAL), OR CAPTIVEAIRE MODEL 'DW-3Z' 13LACK AND WHITE WIRE TO A IROVAC SERVICE. ITEM#35 NOZZLE REMOTE MANUAL ULL STATION E D 0 END ACPSPS REQUIRE 120VAC FIELD WIPING FROM -INSULATED DOUBLE-WALL LISTED GREASE DUCT, P ID-6,00'11—all Length J_BOX TO J_B PRE OX.REPLACE LIGHTS WITH LED LIGHTS ONLY. P Left) GAS CHASECUTOUT '�,LAI VI I�L _.1qq_d Sp C Right) (FOR GAS AND POWER LINES) 11.504 � -ACP PLAN !�' WCOM506824RD��912SP-F NG 6()2# 4 D�29 _F 2 i�—1 0. LEFT VERTICAL END PANEL 27' OPTI13NAL PRE-WIRED ELECTRICAL REMOVABLE STAINLESS W TH ADJUSTABLE LEGS TERMINAL BOX WITH TERMINAL STRIP STEEL SERVICE DOOR ACPSP ships loose for field installation ACPSP ships loose for field installation SECTION VIE 24ArD-2-ACPSP_ 3-PHASE CONTACTORS AND CIVERLOA AGENT TANK HOOD #3 T �_4"69 Tgft & 69 Right) (IF APPLICABLE) FAN AND LIGHT CONTROL PANEL OEM RELEASE/ BRACKET ASSEMBLY TEPIC4L ANSUL R-102 SYSTEM LAYOUT COVERING FlOOD #6 SHEET TITLE CAPONY HOOD AND FAN DETAILS SHEET NUMBER M =301 PERMIT SET -----------------------...... ................ 6re or ngineerinq, Inc. _y Innovative deTlj-6 1 t J-6-r so U_ 5 engineered building systems 0 4567 Deep River Place Jacksonville,FL 32224 (904) 714-5188 co Cert. of Authori2ation#28163 A SOUTHERIN BISTRO & BAR _J 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby,R.A. 2452 Pullian Street UST FAN INFORMATION Jo 42904135 Jacksonville Beach, Florida 32250 FAN N OTE: ALL FANS CONTROLLED BY VFD'S FURNISHED WITH DEMAND VENTILAITON CONTROLS IN KITCHEN EQUIPMENT PACKAGE UNIT TAG FAN UNIT MODEL # CFM ESP. RPM H.P. B.H.P. 0 VOLT FLA WEIGHT SONES 904-704-8628 NO _ (LBS.) Ernafl: jnoverby@att.net 1 DU180HFA 2873 2.500 1528 3.000 1.8490 3 208 9.5 112 22 N.C.12109 - FL.AR-0017060-FL.ID-4621 2 NCA24HPFA 3980 3.000 1276 5.000 3.4530 3 208 15.0 297 22 ONDENSER DETAILS I CONSULTANT: FAN CONDENSER MAX. FUSE MIN. WIRE UNIT TAG FAN UNIT MODEL # TONNAGE VOLTAGE PHASE FREQUENCY MCA RLA SEER NO. NO. SIZE SIZE CH A 1 5 208-230 3 PHASE 60 Hz 21.1 Amps 15.9 Amps 30 Amps 12GA 14 3 A2-G15-MPU �ENs 2 5 208-230 3PHASE 60 Hz 21.1 Amps 15.9 Amps 30 Amps 12 CA 14 Is MUA FAN INFORMATION - Job#2904135 N FAN ICOOLING COIL ICOOLING COIL ICOOLING COIL ICOOLING COIL COOLING COIL 1COOLING_C_0_1L__[C­0OLING COIL UNIT TAG FAN UNIT MODEL # BLOWER HOUSING DESIGN ESP. RPM H.P. B.H.P. 0 VOLT IFLA ENTERING DB JENTERING WB LEAVING DB E WEIGHT SONES NO. CFM I LEAVING WB TOTAL SENSIBIL LATENT (LBS.) TEMP. I TEMP TEMP. TEMP. CAPACITY I CAPACITY CAPACITY 3 A2-G15-MPU G15-PB A2 5418 1.000 967 5.000 3.4071 3 1 208 F1570 91.07 77.07 79.57 71.7"F 120.0 MBH 67A MBH 52.9 MBH 1509 24 ';0 0 FAN HEATING MODE HEATING MODE HEATING MODE UNIT TAG FAN UNIT MODEL # ENTERING DB DISCHARGE DB NO. TEMP. TEMP RISE TEMP. ONAL 3 A2-GI5-MPU 35.0*F 16.07 51.07 PAN OPTIONS FAN UNIT TAG OPTION (Qty. - Descr.) FAN #2 NCA24HPFA EXHAUST UR NO. 1 - Grease Box 1 - Miami Dade Certification. Z > co 2 1 - Grease Box 43 3/8 FEATURES: 0 J M 11 - Miami Dade Certification. - ROOF MOUNTED FANS N 1 - 10 Ton 2 Circuit (5/5) Modular Packaged Cooling Option with Heat Pump for - RESTAURANT MODEL Size 2 MUA (3,600 to 5,000 cfm), 208V/23OV, 3 phase. - UL705 AND UL762 00 1 - Full Crating For Untempered Fans - AMCA SOUND AND AIR CERTIFIED 1 - Insulated Blower Section Size 1-2 Commercial - WRING FROM MOTOR TO DISCONNECT SWTCH - WEATHERPROOF DISCONNECT 1 - Mod Package Unit Heat Pump Controls for Untempered Fans - HIGH HEAT OPERATION 300-F (149-C) 3 1 - Size 2 Cooling Coil Moisture Eliminator Option - allows cooling Coil face - GREASE CLASSIFICATION TESTING 31 1/2" > _j velocity to increase to 650 fpm. Increases cooling coil max cfm to 6000 cfm. n 0 Z U. 1 - Condensing Unit Locking Caps For Double Heat Pump Condenser Units. 37 1/2 NORMAL TEMPERATURE TEST VENTED 1 - Separate 120V Wiring Package (Required and used only for DCV or Prewire 30 5/8 EXHAUST FAN MUST OPERATE CONTINUOUSLY CURB Z < WHILE EXHAUSTING AIR AT 300-F (149-C) with VFD) - Three Phase Only UNTIL ALL FAN PARTS HAVE REACHED 1 - Condenser Support for Size 2 Mod Package Unit THERMAL EQUILIBRIUM, AND WTHOUT ANY 24" W _j DETERIORATNG EFFECTS TO THE FAN WHICH 411 1 - Miami Dade Certification, GREASE DRAIN WOULD CAUSE UNSAFE OPERATION. 16 GAUGE URB ASSEMBLIES ABNORMAL FLARE-UP TEST STEEL EXHAUST FAN MUST OPERATE CONTINUOUSLY CONSTRUCTION ON WHILE EXHAUSTING BURNING GREASE VAPORS NO. FAN WEIGHT ITEM SIZE 2 J AT 600-F (316-C) FOR A PERIOD OF Uj 15 MINUTES WITHOUT THE FAN BECOMING Z 7/ 1 # 1 53 LBS Curb 26.500"W x 26.500"L x 24.000"H Vented Hinged 16 Gouge 8��j DAMAGED TO ANY EXTENT THAT COULD CAUSE 3" FLANGE C) C0 2 # 2 76 LBS Curb 31.500"W x 31.500"L x 24.000"H Vented Hinged 16 Gouge AN UNSAFE CONDITION. 3 # 3 133 LBS Curb 31.000"W x 121.000"L x 20.000"H Insulated 16 Gouge MPU Curb Clips 2 ROOF OPENING 33 GREASE BOX MIAMI DADE CERTIRCATION. 28 28 DIMENSIONS D CO < 0 Z DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) U) 0. W 0 Miami- Dade N0A1 ry 0 < FAN #1 DU180HFA - EXHAUST FAN FEATURES: General Notes: 1. This approval is for the structual capacity and Impact rating of the exterior 39 3/8 1 - DIRECT DRIVE CONSTRUC'nON (NO BELTS/PULUEYS) 26 1/2" - ROOF MOUNTED FANS housing only-, it does not include any interior mechanisum or electrical part. - RESTAURANT MODEL 26 1/2" Ind Driven Rain Test per Florida PROJECT NUMBER: 15111 2, These fans have not been wind tested for Wi - UL705 AND UL762 Building Code, TAS100 (A)-95. - VARIABLE SPEED CONTROL - INTERNAL WRING VENTED 3. Tested in accordance to Florida Building Code test portocol TAS201, TAS202, TAS203. - WEATHERPROOF DISCONNECT CURB DATE ISSUED: FEBRUARY 5, 2017 - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) r 4. Tested for areas including high velocity hurricane zones. - HIGH HEAT OPERATION 300-F (149-C) 24" REVISIONS: 5. Tested under Miami-Dade County Notification number ATI-08033. - GREASE CLASSIFICATION TESTING 33 3/4 ......... ATURE TEST 16 GAUGE EM'MOIUST OPERATE CONTINUOUSLY STEEL 22 5/8 WHILE EXHAUSnNG AIR AT 300-F (149-C) CONSTRUCTION UNTIL ALL FAN PARTS HAVE REACHED DESIGN PRESSURE: +30. 0 / -66.0 PSF THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORKIING EFFECTS TO THE FAN WHICH 3"' FLANGE LARGE MISSILE IMPACT RESISTANT GREASE DRAIN WOULD CAUSE UNSAFE OPERATION. TN -EL62' 2 EXHAUST FAN MUST'OPE�ATE CONMNUOUSLY ROOF OPENING J_ ABN RMAI Miami- Dade - Upblast Aluminum - NOA1 16 1/2 WHILE EXHAUSTING BURNING GREASE VAPORS 24 DIMENSIONS AT 600'F (316-C) FOR A PERIOD OF 15 MINUTES WTHOUT THE FAN BECOMING 24 DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. Installation Instructions: SHEET TITLE 2 E24 OPTIONS 1. Secure the lid to the fan using (8) 1/4" - 14 x 1" zinc plated steel GREASE BOX 2 MIAMI DADE CERTFiCATION. self drilling screws with rubber washers, spaced evenly around the lid. 2. Secure the fan base to the curb using a minimum of (12) 1/4" - 14 x 2" DUCTWORK BETWEEN zinc plated steel self drilling screws, through pre-punched holes in the CAPONY HOOD EXHAUST RISER ON HOOD fan base with a max spacing of 16 inches. 3 AND FAN (BY OTHERS) 3. Secure the curb to the roof framing members by drilling 1/4" pilot holes AND FAN in the curb flanges at locations shown in the diagram and using a minimum of (12) 3/8" x 2" (minimum enbedment), zinc plated steel lag bolts and zinc plated washers, screw through curb flanges and into roof framing members with a DETAILS maximum spacing 21 1/4". CIENTERE 1-1/2" TV. TYP. 3' TYP. SHEET NUMBER M =302 PERMIT SET AV c. Gregory Engineerinq, In innovative- _dis[9 .:n:solvtF,ins for le, engineered building systems 4567 Deep River Place Jacksonville,FL 32224 (904) 714-5188 co 0 Cert.of Authorization#28163 )v' A SQUTHERNI BISTR0 BAR 303 Atlantic Blvd. Atlantic Beach, FL 32233 FAN #3 A2-G15-MPU -.SUPPLY FAN 1 1. SUPPLY UNIT WITH 5 BLOWER IN SIZE #2 HOUSING ARCHITECT: 2 INTAKE HOOD WITH EZ FILTERS 3 DOWN DISCHARGE - AIR FLOW RIGHT-> LEFT 4. 10 TON. DUAL CIRCUIT (5/5) MODULAR PACKAGED COOLING OPTION WITH HEAT PUMP FOR SIZE 2 MODULAR PACKAGED UNIT. INCLUDES HEAT PUMP, DX COIL, FILTER/DRYER KIT, THERMAL EXPANSION VALVE R410A REFRIGERANT, AND REFRIGERANT PIPING. (3,600 TO 5.000 CFM) NOT BUILT NTH OPPOSITE SIDE CONTROLS OR OPPOSITE AIRFLOW DIRECTION. CONDENSERS REQUIRE SEPARATE 208V. 3 PHASE POWER SUPPLY. COIL = 3EZ0802B Julianne N. Overby, -R-A- 5. FULL CRATING FOR UNTEMPERED FANS FOR SHIPPING. B. INSULATED BLOWER HOUSING SIZES 1-2 COMMERCIAL MODULAR 7. CONTROL PACKAGE FOR MOD PACKAGE UNIT HEAT PUMP UNIT. INCLUDES AIRFLOW PROVING SWITCH, RTULINK-ACHP BOARD AND TERMINAL BLOCKS, Architectural and Interior Design 8. SIZE 2 MOISTURE ELIMINATOR OPTION FOR DX COIL, MPDS AND CHILLED WATER COILS - ALLOWS COOLING COIL FACE VELOCITY TO INCREASE TO 650 FPM. INCREASES COOLING COIL MAX CFM TO 6000 CFM. 9. LOCKING CAPS FOR DOUBLE HEAT PUMP CONDENSER UNITS. CONSISTS OF 6 LOCKING CAPS, PART# NCP-4, AND 1 KEY, PAIRT#NC-KEY. 10. SEPARATE 120VAC WIRING PACKAGE FOR MAKE-UP AIR UNITS. OPTION MUST BE SELECTED WHEN MOUNTING VFD IN PREWIRE PANEL OR WITH DCV PACKAGE. PROVIDES SEPARATE 120VAC INPUT TO Julianne N. Overby,R.A. SUPPLY FAN. THIS 120V SIGNAL MUST BE RUN BY ELECTRICIAN FROM DCV TO MUA SWITCH. 2452 Pullian Street 11. SUPPORT SHELL FOR SIZE 2 MODULAR PACKAGE UNIT. INCLUDES CONTROL VESTIBULE. INCLUDES CONDENSER SUPPORTS. DOES NOT INCLUDE RETURN AIR OR INLET AIR DAMPER. 12. MIAMI DADE IMPACT AND WIND LOAD CERTIFICATION - MIAMI DADE COUNTY PRODUCT CONTROL APPROVED. FLORIDA BUILDING CODE APPROVAL. EXHAUST CURBS UP TO 20' HIGH MUST BE 20 GAUGE ALUMINIZED. EXHAUST CURBS ABOVE 20" HIGH UP TO 42' HIGH MUST BE 16 GAUGE ALUMINIZED. EXHAUST RAILS LIMITED TO 10' HIGH, Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net BLOWER DISCHARGE JOB JOBNAME N.C.12109 -FL.AR-0017060-FL.ID-4621 10"— DRAWING NUMBER DWGNUM SHIP DATE DATE MODEL MODEL CONSULTANT: Installed Options N,IIIIIIIIIII 11111,''''o AIRFLOW %%% O\ CHAE� DCV/VFD Wiring V�4 • 49 3/8" 18 3/4" COOLING No 4 6 6 ov-, COIL MODULE Kr '■ ANo4611 A8K 2 �41 MT-01 OR a WH DC Ni T T 0=01 nescrointbit action /'3 8 5/8- MAY NOT BE NEEDED DEPENDING ON OPT10% 11 0 120VAC SOUR • 4 RIC WH its TR-05 WH WH MT-01 Supply motor [2] I�DCV%NOT PRESS AND-AH ORES F OM 0 BK PARA E ANAse L FLEX CONDUIT 1" MPT CONNECTION FOR 5 SS PITCHED DRAIN PAN FOR FIELD WRING PS-01 DDP-106-313 AFS [17] ■ 178* 49 3/8- 82 1/4" 8 SN-01 Outside Air Sensor (20) Ce) 40 1/8"— - 42 1/8"- 42 1/8- SN-02 Discharge Air Sensor (20] Z HEAT PUMP 2 HEAT PUMP 1 'N 9 0 CIO SW-01 Main disconnect switch [2] 00 N SW-02 40 Amp Rotary Disconnect [15j18] 10 SW-06 Overflow Switch [16-17] aA C) an 11 O 0 00 ad C4 TR-05 Cooling Ticinsform.r(II-Ohint) [4] > 12 TS-D6 RTU[Iink-ACHP [16] LIFTING LUG 0 Z U. :D 13 0 170- Z weer AIRFLOW 14 HEAT PUMP I W j CONDENSER W SW-02 DISCONNECT AIRFLOW Y COIL 15 a%- .11 0 47 3/4- -13 W2 SERVICE DISCONNECT ACCESS AIRFLOW C R TITLE DOOR MOTORI,FO 1 36 3/4- SWITCH 16 BLOWER/MOTOR I Alm-1 Y2 CO Uj 17 SW_06 j:� PS_M ACCESS DOOR A"- HOR Z 24" SERVICE NC 0/0 CD (n RfiXIII21:111 00 CLEARANCE REQ. 0 R Wl HEAT PUMP 2 t 18 YN—C W2 A'nON Jp_rv". Y E GIN ry 3 3/4 ly-1111611 Mr. 0-4 a I PR E C STANDARD PARAMEBM + 13. t �47 0 0 !j!j RID C R CONIRM MODE-AUTO 19 ARAG M D V,YA or.PL _T NTH COIL R K 111K O/OCWAMWSZ�I MIN. 3 PHASE F 15 1/4" HEAT HYSTERESIS-I Mft 205/= 20 MODE CHANGE 1TIM 5 rAN CD Z CDOL STAGE ON TIMER-2 COOL STAGE TIM 2 HEAT ST: 2 SN__ AGE OFF TM MIN. HEAT STAGE TIM 2 IN. 11 HEAT 1P DENONTEOSTEFSIELD WIRING 20" EQUIPMENT 21 SSTTM I COOLING WHY 851' CURB 1 HEATING OINT 557 DEN01E5 INTERNAL WRING 31" 121" 1 TWO HEAT PUMPS 85-F U) o— j 2 WIRE COLOR 457 ROOF OPENING 2" SMALLER THAN CURB DIMENSION. 22 NO 2 1122"NOG EW-T 5sF BK-BLACK YW-YELLOW STAGE THREE HEAT PUMPS 05.F BL-BLUE OR-GREEN I 000UNG SETPOINT 907 Uj 0 l.— STAGE 2'U"'N&NT 9 7 BR-BROM GY-GRAY STAGE 3 CGOUNG T 5 M: 55F OR-ORANGE PR-PURPLE Typical Drain Trap Install 23 STTA8E' 0 N'Z 50T RD-RED PK-PINK 2 a 3 ON NT.45*F STAGE No W1-WHITE ry 0 C) PROJECT NUMBER: 15111 Miami— Dade MPU Fan N O A 2 FAN BASE. DATE ISSUED: FEBRUARY 5, 2017 Recommended Cooling Coil Micmi— Dade NOA2 REVISIONS: Drain Trap Configuration No Unions 7' General Notes: Clean Out Installation Instructions: v FAN SE 1. This approval is for the structual capacity and impact rating of the exterior housing only, it does not include any interior rnechanisum or electrical part. 1. Secure the fan base to the top of the curb using a minimum of (28) Max Spacing 12" 12" Min2 2. These fans have not been wind tested for Wind Driven Rain Test per Florida 1/4"-14 x 1" self drilling screws (steel zinc plated) evenly spaced on each side, CURB Building Code, TASIOO (A)-95. secure through the fan base and into the curb. FLANGE. 3. Tested in accordance to Florida Building Code test portocol TAS201, TAS202, TAS203. 2. Secure the curb to the roof framing members using StiffClip CL362-118 SCREW DOWN THROUGH FAN 4. Tested for areas including high velocity hurricane zones. clips. Use a minimum of (2) clips per long side on each rail. Use (1) clip BASE INTO THE CURB 1"TOP Not 1 es:diameter PVC Pipe only5. Tested under Miami-Dade County Notification number ATI-08034. per short side on each rail. Use a minimum of (2) clips per side on the FLANGE. Maximum spacing of clips on the long side of each SHEET TITLE 2 Use only low profile couplings short side of each curb. 3� Add clean out as shown curb is 12". For concrete, use (1) 5/8"X4" Kwik Bolt Ill or similar at each clip. For wood, use (2) 1/2"x3-1/2" Log Screws at each clip. For steel, use (2) 5/16"x2" DESIGN PRESSURE: +30. 0 / —130.0 PSF Stainless Steel bolts at each clip. Use (9) 1/4"-14 x 1" self drilling screws to LARGE MISSILE IMPACT RESISTANT attach each clip to the curb. Clip Part # CL362-118. CAPONY HOOD AND FAN DETAILS SHEET NUMBER M =303 PERMIT SET f,. MECHANICAL SPECIFICATIONS y 1.10 APPROVAL OF MATERIAL 4. DUCT SYSTEM ACCESSORIES: PART 3 - EXECUTION 3.07 AS-BUILT DRAWINGS ► crit Inc, >fr PART 1 - GENERAL A. EQUIPMENT OTHER THAN SPECIFIED IN THE CONTRACT DOCUMENTS o. GENERAL: PROVIDE ALL NECESSARY DUCT SYSTEM ACCESSORIES TO ASSURE PROPER 3.01 METAL DUCTWORK UPON COMPLETION OF INSTALLATION, THE CONTRACTOR SHALL FURNISH TO THE innoval ve design scslut'Ions far REQUIRES APPROVAL FROM ENGINEER 10 DAYS PRIOR TO BID DATE. BALANCE, QUIET AND DRAFTLESS DISTRIBUTION AND CONVEYANCE, AND MINIMIZATION A. APPLICATION: SELECT METAL DUCT FOR EXHAUST AND OUTSIDE AIR DUCTWORK. ARCHITECT A SET OF DRAWINGS, MARKED TO SCALE, INDICATING THE engineered ;-k systems ' r' 1.01 INSTRUCTIONS B. WRITTEN REQUEST FOR PRIOR APPROVAL MUST BE RECEIVED IN ENGINEER'S OF TURBULENCE, NOISE AND PRESSURE DROP FOR ALL SUPPLY, RETURN, EXHAUST B. SEAM AND JOINT SEALING: SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS. - A. SCOPE OF WORK SHALL INCLUDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY SIZE AND LOCATION OF PIPING AND DUCTS, AND NOTING ALL MAJOR CHANGES FOR A COMPLETE AND OPERABLE SYSTEM IN ACCORDANCE WITH LOCAL AND STATE CODES, OFFICE BY CLOSE OF BUSINESS NO LATER THAN 10 DAYS PRIOR TO SCHEDULED AND VENTILATION AIR QUANTITIES INDICATED. ACCESSORIES SHALL BE RECOMMENDED MADE DURING CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN THE DRAWINGS 4567 Deep River Place WIY r BID DATE. REQUEST SHALL CONTAIN DETAILED INFORMATION ON THE PROPOSED BY THEIR MANUFACTURER FOR EACH SPECIFIC APPLICATION. Jacksonville,FL 32224 AND CONTRACT DRAWINGS AND SPECIFICATIONS. 3.02 AIR DISTRIBTION SYSTEMS FROM THE ARCHITECT AND SHALL BEAR ALL COSTS IN OBTAINING THE DRAWINGS ITEM. THIS SHALL INCLUDE: b. FLEXIBLE DUCT CONNECTIONS: PROVIDE WHERE AIR HANDLERS, FANS AND BLOWERS A. GENERAL: CONSTRUCT ALL DUCTWORK AND ACCESSORIES IN ACCORDANCE WITH LATEST AND PROVIDING THE AS-BUILT DRAWINGS. THE CONTRACTOR SHALL DELIVER 904 714-5188 1.02 LOCAL CONDITIONS 1. CATALOG CUTS SHEETS CONNECT TO THEIR DUCTWORK. SHALL BE AT LEAST 4-INCHES LONG CONNECTED ON ( ) coo A. CONTRACTOR SHALL VISIT THE SITE AND OBSERVE ALL EXISTING LOCAL 2. DETAILED SPECIFICATIONS EDITIONS OF APPLICABLE SMACNA MANUALS. STREAMLINE ALL DUCTWORK TO THE THE DRAWINGS PLUS TWO SETS OF AS-BUILT DRAWINGS TO THE ARCHITECT. CONDITIONS WHICH WOULD AFFECT WORK UNDER THIS CONTRACT. EACH SIDE TO METAL (EITHER METAL DUCTWORK, AIR HANDLING APPARATUS, OR HEAVY FULL EXTENT PRACTICAL AND EQUIP WITH PROPER AND ADEQUATE DEVICES TO Cert. of Authorization#2816;3 3. DESCRIPTION OF DEVIATION FROM SPECIFIED ITEM. GAUGE STEEL SLEEVES), AND BE SUITABLE FOR USE IN MEDIUM AND/OR LOW EACH SHEET IN EACH SET SHALL BE SIGNED BY A PRINCIPAL REPRESENTATIVE OF r CONTRACTOR SHALL EXAMINE ALL PLANS AND SPECIFICATIONS FOR THIS } / ASSURE PROPER BALANCE AND QUIET DRAFTLESS DISTRIBUTION OF INDICATED AIR kli <s4 C. AN ADDENDA SHALL BE ISSUED LISTING ALL PROSPECTIVE CONTRACTORS PRESSURE DUCT SYSTEMS. PROVIDE BRAIDED COPPER BRIDGE STRAP EQUAL TO QUANTITIES. PROTECT ALL DUCTWORK AND SYSTEM ACCESSORIES FROM DAMAGE THE CONTRACTOR, DATED AND HAVE AS-BUILT' STAMPED NEAR THE PROJECT AND CONSULT THEM FOR INSTRUCTIONS PERTAINING TO WORK LISTING ALL PRIOR APPROVED MANUFACTURERS AND PRODUCTS. THOMPSON LIGHTNING PROTECTION, INC. NO. 588 ACROSS EACH CONNECTION. SIGNATURE. DRAWINGS SHALL GIVE ACCURATE DIMENSIONS MEASURED FROM OF THIS SECTION, DURING CONSTRUCTION UNTIL ARCHITECT'S FINAL ACCEPTANCE OF PROJECT. ACCEPTABLE: VENTFABRICS, INC. DURING METAL- EDGE OR PRIOR APPROVED PRIOR TO DUCTWORK FABRICATION, VERIFY IF ALL DUCTWORK AS DIMENSIONED AND COLUMNS, WALLS, BEAMS AND OTHER FIXED PARTS OF THE BUILDING TO THE 1.03 PERMITS AND FEES 2.01 PACKAGED ROOFTOP HEAT PUMPS EQUAL. GENERALLY SHOWN WILL SATISFACTORILY FIT ALLOCATED SPACES. TAKE PRECAUTIONS TO CONCEALED MATERIALS. THE CONTRACTOR SHALL MAINTAIN A SET OF _ i R. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS C. LOW PRESSURE METAL TURNING VANES: PROVIDE IN ALL ELBOWS, BENDS AND TEES OF AVOID SPACE INTERFERENCE WITH BEAMS, COLUMNS JOISTS PIPES LIGHTS, CONDUIT, DRAWINGS AT THE SITE AND EACH DAY SHALL � �RN �� � � REQUIRED FOR PERTAINING TO WORK UNDER THIS CONTRACT AND PAY A. FURNISH AND INSTALL A ROOF MOUNTED PACKAGED HEAT PUMPS OF RECORD INSTALLATION OF PIPE, ALL LOW VELOCITY SUPPLY AIR DUCTS WHETHER OR NOT SHOWN IN DETAIL; PROVIDE IN OTHER DUCTS, EQUIPMENT, ETC. NOTIFY ARCHITECT IF ANY SPATIAL CONFLICTS EXIST, ALL CHARGES INCIDENTAL THERETO. DELIVER TO ARCHITECT ALL THE CAPACITY, OPERATING CHARACTERISTICS, AND ELECTRICAL DUCTS, ETC. TO INSURE ACCURATE "A5-BUILT DRAWINGS. THE CONTRACTOR CERTIFICATES OF INSPECTION ISSUED BY AUTHORITIES HAVING ALL ELBOWS, BENDS AND TEES OF ALL OTHER LOW VELOCITY DUCTS WHERE PORTIONS AND THEN OBTAIN ARCHITECTS APPROVAL OF NECESSARY ROUTING. MAKE ANY SUCH SHALL ALSO FURNISH A SET OF DRAWINGS AND TWO SETS OF JURISDICTION. CHARACTERISTICS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. OF SUCH DUCTS CONVEY AIR AT GREATER THAN 700 FPM AVERAGE VELOCITY. UNIT NECESSARY REVISIONS WHICH ARE MINOR AT NO ADDITIONAL COST. CAREFULLY UNITS SHALL UTILIZE R410A OR OTHER CFC- AND HCFC-FREE REFRIGERANT. TO BE OF THE PERMANENT FIXED TYPE, HAVING ADEQUATE RIGIDITY AND STRENGTH TO CORRELATE ALL DUCT CONNECTIONS TO AIR HANDLING UNITS AND FANS TO PROVIDE CONTRACTOR SIGNED AND DATED AS-BUILT DRAWINGS OF THE CONTROLS. 303 Atlantic Blvd. 1.04 CODES AND STANDARDS B. MANUFACTURER: PRODUCT OF TRANE, AAON, YORK, OR CARRIER MAY BE COMPLETELY FLUTTER-PROOF. ALUMINUM, OR STEEL WITH CORROSION RESISTANT PROPER CONNECTIONS, ELBOWS AND BENDS WHICH MINIMIZE NOISE AND PRESSURE DROP. 3.08 GUARANTEE AND SERVICE A. FURNISH AND INSTALL MECHANICAL SYSTEMS TO MEET ALL CURRENTBE SUBMITTED FOR REVIEW PROVIDED THEY CONFORM TO ALL REQUIREMENTS COATING, OR GALVANIZED STEEL. AIRFOIL TYPE IN ALL MITERED ELBOWS, MITERED PROVIDE ALL CURVED ELBOWS WITH RADIUS RATIOS OF NOT LESS THAN 1.5 UNLESS A. IN ADDITION TO THE GUARANTEE OF EQUIPMENT BY THE MANUFACTURER REQUIREMENTS OF NATIONAL, STATE AND MUNICIPAL CODES, RULES OF THESE SPECIFICATIONS. BENDS AND MITERED TEES. AIR FOIL TYPE MUST BE MANUFACTURED BY TUTTLE & OTHERWISE SHOWN OR APPROVED BY ARCHITECT. PROVIDE ALL MITERED ELBOWS WITH OF EACH PIECE OF EQUIPMENT SPECIFIED HEREIN, THE MECHANICAL Atlantic Beach, FL 32233 REGULATIONS, LAWS, AND STANDARDS AS THEY ARE ADOPTED BY THE C. WARRANTY. CONTRACTOR SHALL INCLUDE IN HIS PRICE THE COST OF BAILEY, ANEMOSTAT, METALAIRE, BARBER-COLMAN OR OTHER APPROVED TURNING VANES. COORDINATE ANY AND ALL DIMENSIONS AT INTERFACES OF DISSIMILAR CONTRACTOR SHALL ALSO GUARANTEE SUCH EQUIPMENT AND SHALL BE GOVERNING AGENCY AND AS THEY MAY APPLY. ONE YEARS WARRANTY ON THE ENTIRE SYSTEM PLUS AN ADDITIONAL FOUR MANUFACTURER AND MUST BE EQUAL TO BARBER-COLMAN "AIRTURNS", TUTTLE & TYPE OF DUCTWORK AND AT INTERFACES OF DUCTWORK WITH EQUIPMENT SO THAT 1. 2014 FLORIDA BUILDING CODE, 5th EDITION; HELD RESPONSIBLE FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE 2. 2014 FLORIDA BUILDING CODE - MECHANICAL, 5th EDITION; YEARS WARRANTY ON THE COMPRESSOR(S). THE FIRST YEAR'S WARRANTY BAILEY "DUCTURNS , OR DURA-DYNE "VR" WITH 24-GAUGE RAILS AND HOLLOW VANES. PROPER OVERLAPS, INTERFACES, ETC., OF INSULATION AND CONTINUITY OF VAPOR FOR NECESSARY ADJUSTMENTS AND/OR REPLACEMENTS OF ALL DEFECTIVE 3. 2014 FLORIDA BUILDING CODE - PLUMBING, 5th EDITION; SHALL COMPLY WITH SECTION 15000 "GENERAL REQUIREMENTS FOR d. MANUAL VOLUME DAMPERS (OTHER THAN THOSE SPECIFIED AS BEING INTEGRAL WITH BARRIERS ARE MAINTAINED. IF NECESSARY, WHERE INTERFACING DIFFERENT TYPES OF EQUIPMENT, MATERIALS AND WORKMANSHIP WITHOUT EXPENSE TO THE 4. 2014 FLORIDA FIRE PREVENTION, 5th EDITION; MECHANICAL WORK". THE ADDITIONAL FOUR YEAR WARRANTY SHALL INCLUDE EACH REGISTER, DIFFUSER AND OTHER AIR OUTLET OR INLET): PROVIDED IN THE INSULATION PROVIDE TRANSITIONS SO THAT INTERNAL FREE AREA OF DUCT REMAINS 5. STANDARD FOR THE INSTALLATION OF A/C AND VENT SYSTEMS, NFPA PARTS, REFRIGERANT, AND OIL, EXCLUSIVE OF LABOR. COMPLETE AIR DISTRIBUTION SYSTEM(S) (INCLUDING DUCTWORK, RETURN AIR PLENUMS, UNCHANGED. INSTALL HORIZONTAL RIGID DUCTWORK AS HIGH AS PRACTICAL ABOVE OWNER. PROVIDE A LETTER TO THE OWNER STATING THE CONTRACTOR'S ARCHITECT: 90A (1999 ED.) UNDERWRITERS LABORATORIES D. FRAME AND CASING: UNIT SHALL BE COMPLETELY FACTORY ASSEMBLED ETC.) TO ALLOW COMPLETE BALANCING OF THE AIR SUPPLY, RETURN, VENTILATION AND SUSPENDED CEILINGS SO THAT MOVABLE LIGHT FIXTURES MAY BE RELOCATED WITHOUT GUARANTEE AND DATES OF GUARANTEE COVERAGE. WITH ALL COMPONENTS MOUNTED ON A ONE PIECE UNITIZED FRAME. FRAMEEXHAUST SYSTEMS). DAMPERS SHALL BE OPPOSED BLADE TYPE WITH 8-INCH INTERFERENCE TO MEET ANY FUTURE PARTITION RELOCATION REQUIREMENTS. B. CLEANING OF PERMANENT TYPE FILTERS; LUBRICATION, AND CLEANING OF 1.05 SUBMITTALS SHALL BE CONSTRUCTED OF EXTRUDED ALUMINUM OR WELDED STEEL. FRAME MAXIMUM BLADE WIDTH. DAMPERS SHALL BE MADE OF GALVANIZED STEEL, OR STEEL B. HANGERS AND SUPPORTS: STRAINERS SHALL BE TO 30-DAYS AFTER THE FINAL ACCEPTANCE. 1. SHEET METAL DUCT HANGERS: SUPPORT DUCTS FROM THE BUILDINGOverbam]. A. MATERIAL LIST: WITHIN TWENTY (20) DAYS OF AWARD OF CONTRACT, SHALL INCORPORATE LIFTING LUGS FOR PURPOSES OF RIGGING AND SETTING WITH A SPRAYED OR DIPPED ALUMINUM RUST RESISTANT FINISH AND BE FLUTTER- STRUCTURE WITH GALVANIZED STEEL HANGERS TO EACH SIDE OF THE C. THE CONTRACTOR SHALL PROVIDE FOR A REPRESENTATIVE OF HIS FIRM, Julianne N. Y, RA CONTRACTOR SHALL SUBMIT TO ARCHITECT A COMPLETE LIST OF THE UNIT IN PLACE. THE UNIT CASING SHALL BE NOT LESS THAN 16 GAUGE PROOF. USE IN LOW PRESSURE DUCT SYSTEMS ONLY. BASED UPON LOCATION OF THETHE CONTROL SYSTEM CONTRACTOR, AND THE OWNER'S REPRESENTATIVE MATERIALS TO BE PROVIDED FOR THE HVAC WORK. THE LIST SHALL ZINC COATED STEEL, PHOSPHATIZED, EPDXY PRIMED, AND FINISHED WITH DUCT IN WHICH THE DAMPER IS TO BE INSTALLED, PROVIDE THE FOLLOWING TYPES OF DUCT. HANGERS FOR DUCT TO 60-IN. SHALL BE 1" X 1/8" GALVANIZED TO RETURN TO THE JOB AT THE CHANGE OF SEASONS, SUMMER TO Architectural and Interior Design INCLUDE SUPPLIERS' NAMES AND MANUFACTURERS' NAMES AND NUMBER ENAMEL. CASING SHALL UTILIZE ONE PIECE CONSTRUCTION WITH ALL SEAMS OPERATORS: DAMPERS IN DUCTS WHICH ARE EXPOSED OR LOCATED ABOVE "LAY-IN" STEEL BAND. SPACE HANGERS APPROXIMATELY 8- FT. (8') ALONG THE OR SERIES FOR EACH ITEM ON LIST. FILLED WITH SEALANT. ACCESS SHALL BE PROVIDED BY MEANS OF ACCESS OR "ACCESSIBLE CEILINGS": YOUNG REGULATOR COMPANY MODEL 817. DAMPERS IN LENGTH OF DUCT. HANGERS SHALL EXTEND DOWN THE SIDE OF DUCT WINTER OR WINTER TO SUMMER) FOR THE FIRST YEAR ONLY, TO ADJUST B. SHOP DRAWINGS: SUBMIT TO THE ARCHITECT FOR APPROVAL, BEFORE PANELS FURNISHED IN SUFFICIENT NUMBER AND SIZE TO ENABLE READY DUCTS CONCEALED ABOVE PLASTER CEILINGS OR BEHIND DRY WALL CONSTRUCTION; AND TURN UNDER. SHALL BE SECURED TO DUCT BY TWO OR MORE THE AIR CONDITIONING SYSTEMS AND RECHECK OR RECALIBRATE Julian ne N. Overby,R.A. COMMENCING WORK, SHOP DRAWINGS FOR ALL MATERIALS AND EQUIPMENT ACCESS TO ALL CONTROLS, FANS, COILS, FILTERS, COMPRESSORS, YOUNG REGULATOR COMPANY MODEL 817A. ACCEPTABLE: PRODUCTS OF TUTTLE & #14 SHEET METAL SCREWS. WHERE SPRAYED FIRE-PROOFING OCCURS, CONTROLS AS MAY BE REQUIRED OF THE SEASON CHANGE FROM COOLING INS 2452 Pullian Street TO BE PROVIDED UNDER THIS CONTRACT. THE FOLLOWING APPLIES TO REFRIGERANT SYSTEM ACCESSORIES, AND SERVICE VALVES. ACCESS PANELS BAILEY, ANEMOSTAT, METALAIRE, KRUEGER, OR BARBER-COLMAN. INSSHEET HANGERS BEFORE APPLICATION OF SUCH TREATMENT AND TO HEATING OR VICE VERSA. Jacksonville Beach, Florida 32250 THE SHOP DRAWINGS: SHALL BE GASKETED NEOPRENE SEALS. e. FIRE DAMPERS: PROVIDE FIRE DAMPERS WHERE INDICATED ON DRAWINGS AND/OR 2. WITHHOLD INSTALLATION OF DUCTS UNTIL AFTER APPLICATION.SUPPORTS: VERTICAL RISERS AND OTHER DUCT RUNS WHERE THE METHOD 3.09 ACCEPTANCE J 1. CONTRACTOR SHALL SUBMIT WITHIN 30-DAYS AFTER AWARD OF E. REFRIGERANT COILS: REFRIGERANT COILS SHALL BE CONSTRUCTED OF WHERE OTHERWISE NECESSARY. FIRE DAMPERS SHALL BE UL LABELED CLUSTERED OF SUPPORT SPECIFIED ABOVE IS NOT APPLICABLE SHALL BE SUPPORTED A. AS A PREREQUISITE TO REQUESTING FINAL INSPECTION, CONTRACTOR 904-704-8628 CONTRACT, DRAWINGS AND/OR CUT SHEETS OF ALL MATERIALS SEAMLESS COPPER TUBES WITH MECHANICALLY BONDED ALUMINUM HEAT BLADE TYPE, SPRING ACTUATED, FOR HORIZONTAL OR VERTICAL MOUNTING AS BY SUBSTANTIAL ANGLE BRACKETS DESIGNED TO MEET FIELD CONDITIONS SHALL: AND EQUIPMENT, AND 1/4 SCALE EQUIPMENT ROOM DRAWINGS FOR TRANSFER FINS. CONDENSER COILS SHALL BE TESTED AT NOT LESS THAN REQUIRED. DAMPER BLADES SHALL BE HELD IN POSITION BY A 165 DEGREE F AND INSTALLED TO ALLOW FOR DUCT EXPANSION. 1. TEST AND BALANCE EACH SYSTEM TO ASSURE DESIGN PERFORMANCE Email: jnoverby@att.net APPROVAL BY ARCHITECT-ENGINEER. SUCH SUBMITTALS MUST 400 PSIG AND PROVED TIGHT. EVAPORATOR COILS SHALL BE TESTED AT NOT FUSIBLE LINK. DAMPER SLEEVES SHALL BE 14-GAUGE MINIMUM AND ALL OTHER 3. FASTENERS: SECURE HANGERS TO STEEL BEAMS OR METAL DECK WITH AND PROVIDE ARCHITECT AND ENGINEER WITH PRELIMINARY TEST N.C.12109 . FL.AR-0017060•FL.ED-4621 CONTAIN OUTLINE DIMENSIONS, OPERATING CLEARANCES, INSTALLATION, LESS THAN 300 PSIG AND PROVED TIGHT. DETAILS OF INSTALLATION SHALL COMPLY NTH THE UL INSTALLATION DATA SHEETS BEAM CLAMPS OR DROP THROUGH CONNECTIONS FROM THE METAL OR RESULTS. OPERATING AND MAINTENANCE INFORMATION AND SUFFICIENT F. ELECTRIC HEATER: PROVIDE FACTORY MOUNTED AND WIRED FURNISHED WITH THE DAMPERS. OPENINGS BETWEEN THE FIRE DAMPER SLEEVES CONCRETE DECK. 2. FURNISH LETTER FROM AUTHORIZED REPRESENTATIVE OF CONTROL ENGINEERING DATA TO INDICATE SUBSTANTIAL COMPLIANCE WITH SUPPLEMENTARY ELECTRIC RESISTANCE HEATING COILS OF THE CAPACITIES AND THE WALL OR FLOOR OPENINGS SHALL BE FILLED WITH FIBERGLASS BATTING TO A. FLEXIBLE DUCT: INSTALL ALL FLEXIBLE ROUND DUCT WITHOUT KINKS OR SIMILAR CONSULTANT: SPECIFICATIONS. ALL SHOP DRAWINGS FOR ONE SECTION OF WORK SCHEDULED. HEATING COILS SHALL BE OF HEAVY DUTY NICKEL CHROMIUM PREVENT SOUND FLANKING. CLUSTER BLADES SHALL COMPLETELY OUTSIDE AIR OBSTRUCTIONS SO THAT PRESSURE DROP IS MINIMIZED. CUT AND REMOVE MANUFACTURER THAT ALL CONTROLS HAVE BEEN CHECKED FOR OR ONE MECHANICAL SYSTEM SHALL BE SUBMITTED AT ONE TIME IN WIRE AND INCORPORATE MANUAL AND AUTO RESET HIGH LIMIT PROTECTION STREAM FOR ALL DUCT SYSTEMS (TYPE B). ACCEPTABLE: RUSKIN, AIR BALANCE; EXCESS LENGTHS AS NECESSARY. OPERATION AND CALIBRATION AND THAT ALL SYSTEMS ARE LOOSE-LEAF 3-RING BINDERS; NO APPROVAL WILL BE GIVEN IF DEVICES AND AIR FLOW INTERLOCK DEVICES. HEATERS SHALL BE U.L. AMERICAN WARMING AND VENTILATING; TUTTLE & BAILEY; UNITED SHEET B. CHANGE IN SHAPE OR DIMENSION: WHERE DUCT SIZE OR SHAPE IS OPERATING AS INTENDED. ``�� CHA ' SUBMITTED PIECEMEAL. LABELED. METAL; OR APPROVED EQUAL. CHANGED TO EFFECT A CHANGE IN AREA, THE FOLLOWING SHALL APPLY. B. ACCEPTANCE WILL BE MADE BY THE ARCHITECT-ENGINEER OR HIS �` M` CHAEt �� 2. WHERE CONTRACTOR CONSIDERS ADDITIONAL DETAIL OR SHOP DRAWINGS G. FANS: f. LOW PRESSURE DUCT ACCESS DOORS: PROVIDED FOR EACH MANUAL AND MOTORIZED 2. WHERE THE AREA AT THE END OF THE TRANSFORMATION RESULTS REPRESENTATIVE ON THE BASIS OF TESTS AND INSPECTION OF THE JOB. �.`' P�••• •'••.C� ESSENTIAL TO PROPER FABRICATION OR INSTALLATION OF EQUIPMENT, 1. SUPPLY AIR FANS: SUPPLY AIR FANS SHALL BE DOUBLE-WIDTH, DAMPER; FIRE DAMPER; ELECTRIC DUCT HEATER; AND WHERE ACCESS IS OTHERWISE IN AN NCREASE IN AREA OVER THAT AT THE BEGINNING, THE CONTRACTOR SHALL FURNISH THE NECESSARY MECHANICS TO OPERATE : O� \1 C�NSF •:�G� �: DUCTWORK, AND PIPING HE SHALL PREPARE SUCH CONSISTENT WITH DOUBLE-INLET FORWARD CURVED BLADE TYPE AND SHALL BE BOTH NECESSARY. FACTORY PREFABRICATED DOUBLE WALL INSULATED TYPE OF 24- SLOPE OF THE TRANSFORMATION SHALL NOT EXCEED ONE INCH IN SYSTEMS, MAKE ANY NECESSARY ADJUSTMENTS AND ASSIST WITH THE ` ' 'O CURRENT INDUSTRY METHODS AND STANDARDS. ENGINEER RESERVES THE STATICALLY AND DYNAMICALLY BALANCED. FANS SHALL BE OF THE BELT GAUGE GALVANIZED STEEL (OF SAME OR THICKER GAUGE THAN DUCTWORK PANEL IN SEVEN INCHES. FINAL INSPECTION. No. 46607�`���� RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH, IN DRIVE TYPE AND DRIVES SHALL CONFORM TO SECTION 15000 `GENERAL WHICH INSTALLED, WHICHEVER IS GREATER. MINIMUM SIZE SHALL BE AS LARGE AS 3. WHERE THE AREA AT THE END OF THE TRANSFORMATION RESULTS �. HIS OPINION. DO NOT PRESENT AN ORDERLY AND REASONABLY NEAT AND REQUIREMENTS FOR MECHANICAL WORK". IS COMPATIBLE WITH DUCT SIZE BUT IN NO CASE LESS THAN THE FOLLOWING IN A DECREASE IN AREA FROM THAT AT THE BEGINNING. THE WORKMANLIKE APPEARANCE, PROVIDED SUCH AN ORDERLY INSTALLATION 3.10 TEST & BALANCE OF MECHANICAL SYSTEMS SLOPE OF THE TRANSFORMATION MAY BE ONE INCH IN FOUR = CAN BE MADE USING CUSTOMARY TRADE METHODS. REMOVAL AND 2. CONDENSER FANS: SHALL BE PROPELLER TYPE, DIRECT DRIVE, (PROVIDE LARGER SIZES IF NECESSARY TO PERMIT PROPER ACCESS OPERATION): . ■ STATICALLY AND DYNAMICALLY BALANCED AND PROTECTED WITH METAL MAXIMUM DUCT DIMENSIONS ACCESS DOOR SIZE INCHES, BUT ONE INCH IN SEVEN INCHES IS PREFERABLE, SPACE • �• REPLACEMENT SHALL BE DONE WHEN DIRECTED IN WRITING BY ENGINEER PERMITTING. A. GENERAL CONTRACTOR SHALL OBTAIN SERVICES OF A TEST AND BALANCE AGENCY THAT ; AT F..�� GUARDS ON DISCHARGE SIDE. 11" AND LESS MAXIMUM DUCT DIMENSIONS X 12" AT THE CONTRACTOR'S EXPENSE AND WITHOUT ADDITIONAL EXPENSE TO 4. THE ANGLE OF TRANSFORMATION AT CONNECTIONS TO HEATING i per'• F • �� OWNER. H. FILTERS: TWO INCH (2") THICK PLEATED FILTERS OF NON-WOVEN 12" THROUGH 16" 12 X 16" SPECIALIZES IN AND WHOSE BUSINESS 15 LIMITED TO THE TESTING AND BALANCING OF AIR . P � 3. APPROVAL GRANTED ON SHOP DRAWINGS IS RENDERED AS A SERVICE ONLY COILS OR OTHER EQUIPMENT SHALL NOT EXCEED THIRTY DEGREES �i F •. COTTON FABRIC WHICH SHALL FILTER BOTH RETURN AND OUTSIDE AIR 17" AND OVER 6 X 24" CONDITIONING SYSTEMS AND IS A TRUE THIRD PARTY OF THE MECHANICAL CONTRACTOR. TEST AND i •..■■., ` AND SHALL NOT BE CONSIDERED AS GUARANTEE OF MEASUREMENTS OF BUILDING HANDLED BY UNIT. FILTER SHALL HAVE A MINIMUM MERV RATING OF 11 DOORS SHALL BE PROVIDED WITH HAND OPERATED ADJUSTABLE TENSION CATCHES FROM A LINE PARALLEL TO THE AIR FLOW ON THE ENTERING SIDE BALANCE AGENCY SHALL NOT BE CONTRACTED BY THE MECHANICAL CONTRACTOR. THE AGENCYS/ 0 WHEN TESTED IN ACCORDANCE WITH ASHRAE STANDARD 52.2. FILTER FACE AND SHALL BE COMPLETELY GASKETED AROUND THEIR PERIMETERS. DOORS SHALL OF THE EQUIPMENT, NOR FIFTEEN DEGREES ON THE LEAVING SIDE. i NAL CONDITIONS: NOR SHALL IT BE CONSTRUED AS RELIEVING THE MECHANICAL TUC AAlf1I a nc ADoonA/nu kA AV or u.Inocwccn Tn el 11T I uuTrn cn erren cu All Gc A nu I v rcoTncn ucuoeo nc TUC ACCnnIATCn AID oAI AAInC nrownu /AADn\ /i.._ ���`