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HomeMy WebLinkAbout7010 Gall Blvd (2)PROJECT SUMMARY FLORIDA PRODUCT DATA INDEX f _ T �p -- - -_� 1---'J STARBUCKS SHELL LL CONSTRUCTION T GALL BLVD AND DAUGHTERY ROAD • ZEPHYRHILLS, FL rA THE SCOPE OF WORK PROPOSED UNDER THIS PERMIT INCLUDES ALL CONSTRUCTION NECESSARY FOR THE SHELL CONSTRUCTION OF A BUILDING (2,515 SF) FOR ASSEMBLY OCCUPANCY. PLANS FOR CONSTRUCTION INCLUDE ALL STRUCTURAL COMPONENTS (EXCEPT FLOOR SLAB) AND FINISHES THAT COMPRISE THE BUILDING ENVELOPE. PLANS ALSO INCLUDE THE NECESSARY UTILITY 5TUB-INS FOR SANITARY SEWER AND DOMESTIC WATER AND ELECTRICAL POWER. IT 15 ANTICIPATED THAT THE STARBUCKS INTERIOR FINISH -OUT WILL BE BE CONSTRUCTED SIMULTANEOUSLY, UNDER SEPARATE PERMIT. SAID PLANS AND CONSTRUCTION WILL INCLUDE PERMANENT POWER, EXIT/EMERGENCY LIGHTING, ETC. UNDER THE TERMS OF THE LEASE WITH STARBUCKS, THE LANDLORD WILL BE RESPONSIBLE FOR ADDITIONAL WORK INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF ROOFTOP HVAC UNITS. IN ORDER TO FULLY AND ACCURATELY DOCUMENT SUCH WORK, PLANS FOR STARBUCKS INTERIOR FIN15HrOUT MUST BE COMPLETED (CURRENTLY IN PRODUCTION BY OTHERS). UPON RECEIPT OF TENANT PLANS, REVISIONS WILL BE MADE TO THESE WELL DOCUMENTS WHICH WILL FULLY DOCUMENT ALL LANDLORD RESPONSIBILITIES. ACCORDINGLY, REVISIONS WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. IT 15 THE LANDLORD'S INTENT TO BEGIN THE PROCESS FOR REVIEW AND PERMIT OF THE SHELL DOCUMENTS PROVIDED HEREIN IN ORDER TO MEET OBLIGATIONS FOR DELIVERY OF THE BUILDING. THE ABOVE -MENTIONED CONSTRUCTION DRAWINGS FOR STARBUCKS INTERIOR FINISH -OUT SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL AND PERMIT PRIOR TO CONSTRUCTION (BY OTHERS). PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FL APPROVAL NO. DATE PME WAIIS ALUM STOUW (IuWACIj ft AP AME]�IIC,A FL-14218--R8 0210712017 UT13 R DOORS ALUM ENT ORES 00 Y1a AP ANM FL-16554.4- R4 12%1,5/2015 DOORS COIvruEM STR DOORS CECO DOOR PFIODUCTS FL-4553--Rto 07/27/15 ROOM SIIGf4Y R0011C SWDC M) FFOON` 9M PRODl1CTS CO. --- FL10264-R12 06/23/15SH yyND W5 PASS Tff WADY ACCESS FL 5102-R3 06/23/15 - T THE PRODUCTS LISTED ABOVE ARE THE BA515 OF DESIGN THE CONTRACTOR SHALL MAKE AVAILABLE TO THE BUILDING INSPECTOR DOCUMENTATION NECESSARY TO VERIFY THAT ALL COMPONENTS REQUIRING PRODUCT APPROVAL PER FS 553.842 ARE IN COMPLIANCE WITH PRODUCT APPROVAL INSTALLATION REQUIREMENTS PROJECT CODE DATA GENERAL NOTES PROJECT TEAM DRAWING INDEX APPLICABLE CODES • FLORIDA BUILDING CODE -BUILDING 6TH EDITION ( ) • FLORIDA BUILDING CODE-ACCE551BILITY (GTH EDITION) • FLORIDA BUILDING CODE -ENERGY CONSERVATION (6TN EDITION) • FLORIDA BUILDING CODE -FUEL GAS (6TN EDITION) CO • FLORIDA BUILDING DE -MECHANICAL (6TH EDITION • FLORIDA BUILDING CODE -PLUMBING (6TN EDITION)) • NATIONAL FLORID FIRE PREVENTION CADS AL ELECTRIC CODE (2014 EDITION) TN EDITION) • N BUILDING STATISTICS OCCUPANCY GROUP (A-2) ASSEMBLY CONSTRUCTION TYPE TYPE VB, UNPROTECTED FIRE SPRINKLERED No FIRE ALARM NO ALLOWABLE AREA b,000 5F PER FLOOR PROPOSED AREA 2,515 GROSS SQUARE FT. No. OF STORIES I ALLOWED / I PROPOSED i n i n PROPOSED HEIGHT 40 -0 ALLOWED / 22 -8 (TOP OF PARAPET) OCCUPANT LOAD OCCUPANT LOAD 72 (PER TENANT'S PLAN *CALCULATED LOAD) OCCUPANT LOAD 6 ON MOST RESTRICTIVE VALUES FROM BOTH THE BUILDING AND FIRE CODE. AREAS BASED ON TENANT'S FIXTURE PLAN. THE OCCUPANT LOAD WILL BE FULLY DESCRIBED IN THE TENANTS INTERIOR FINISH -OUT DRAWINGS TO BE SUBMITTED UNDER SEPARATE PERMIT. MAXIMUM TRAVEL DISTANCE 200' (UNSPRINKLERED) MAX. DEAD END CORRIDOR 20' (UNSPRINKLERED) EGRESS WIDTH REQUIRED .2" PER OCCUPANT - .2" X 72 - 14.4" EGRESS WIDTH PROVIDED 150"(THREE EXITS) MINIMUM CORRIDOR WIDTH 36" REQUIRED, NOT APPLICABLE, CORRIDORS TO BE PROVIDED BY TENANT UNDER SEPARATE PERMIT MINIMUM STAIR WIDTH NOT APPLICABLE, SINGLE STORY BUILDING PROPOSED FIRE RATINGS -TABLE 601 PRIMARY STRUCT. FRAMEWORK 0 BEARING WALLS p EXTERIOR WALLS AND OPENINGS (SEE BELOW) FIRE DIVISION WALLS N/A INTERIOR BEARING WALLS 0 FLOOR CONSTRUCTION N/A ROOF CONSTRUCTION 0 TABLE 602 -FIRE RESISTANCE RATINGS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE s WHERE SEPARATION FROM SEPARATION FIRE WALL OPENING %OPENINGS %OPENINGS DISTANCE RATING AREA AREA ALLOWED PROPOSED PROPERTY LINES EXCEEDS 30 FEET THERE ARE NO LIMITS FOR EAST > 30, 0 NL $ UNPROTECTED WALL OPENINGS. NORTH > 30' 0 NL CALCULATIONS FOR WALL AREA, WEST ) 30' 0 NL OPENING AREA AND PROPOSED SOUTH ) 30' 0 NL OPENING PERCENTAGES NOT PROVIDED IN SUCH INSTANCES MIN. FIRE RESISTANCE OF WALLS, PARTITIONS AND OPNG PROTECTIVES SHAFT ENCLOSURES NOT APPLICABLE EXIT ACCESS CORRIDORS NOT APPLICABLE TENANT SEPARATION NOT APPLICABLE OCCUPANCY SEPARATION NOT APPLICABLE FLOOR PENETRATION5 NOT APPLICABLE MINIMUM PLUMBING FIXTURES TOILET ROOMS AND PLUMBING FIXTURES ARE NOT INCLUDED IN THE PROP05ED SCOPE OF WORK (SHELL CONSTRUCTION ONLY). THESE WILL BE PROVIDED BY THE TENANT UNDER SEPARATE PERMIT. CONSTRUCTION DRAWINGS FOR THE INTERIOR FINISH -OUT DOCUMENTS SHALL BE PROVIDED BY THE TENANT AND SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL AND PERMIT PRIOR TO CONSTRUCTION. 1. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS, WORKMANLIKE MANNER ACCORDING TO BEST TRADE PRACTICES. MATERIALS AND EQUIPMENT SHALL BE NEW, AND ALL CONSTRUCTION SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE OF COMPLETION AND/OR OPENING OF THE DEMISED PREMISES FOR BUSINESS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL AUTHORITIES OR AGENCIES HAVING JURISDICTION AND IN ACCORDANCE WITH THE TENANT'S DRAWINGS AND SPECIFICATIONS, 3. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS OF THE SITE. DISCREPANCIE5 SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING W/ CONSTRUCTION. 4. TEMPORARY ELECTRIC POWER AND LIGHTING WILL BE PROVIDED A5 REQUIRED. THE TEMPORARY SERVICE MUST MEET ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE WORK FOR PUBLIC SAFETY AND AGAINST ACCIDENTS, WEATHER OR ANY OTHER HAZARD WITH LIGHTS AND GUARD RAILS OR BARRICADES AS APPLICABLE. 6. ALL EXITS SHALL BE MAINTAINED AND SHALL BE OPERABLE FROM THE INSIDE W/OUT SPECIAL KNOWLEDGE OR EFFORT. 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OF OPENINGS FOR ALL TRADES AND SHALL COORDINATE ALL CONSTRUCTION AS INDICATED BY THE CONSTRUCTION DOCUMENTS, INCLUDING SHOP DRAWINGS REVISED BY THE ARCHITECT. 8. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY AND REQUIRED PERMITS, FEES, DEPOSITS, ETC. q. AFIRE EXTINGUISHER IS REQUIRED DURING CONSTRUCTION. THE CONTRACTOR SHALL MAKE ALL PERSONNEL AWARE OF ITS LOCATION. 10. THE CONTRACT DOCUMENTS HAVE BEEN PREPARED TO BE COMPLEMENTARY. WHAT 15 REQUIRED BY THE DRAWINGS SHALL BE REQUIRED BY THE SPECIFICATIONS, AND CONVERSELY. IN THE CASE OF DISCREPANCIES BETWEEN THE TWO DOCUMENTS CONCERNING QUALITY AND/OR QUANTITY, THE CONTRACTOR SHALL INCLUDE THE BETTER QUALITY AND/OR GREATER QUANTITY UNLESS OTHERWISE DIRECTED IN WRITING BY THE ARCHITECT. WHERE SPECIFICATIONS HAVE BEEN OMITTED FOR PARTICULAR ITEN(S), THE CONTRACTOR SHALL EMPLOY THE HIGHEST STANDARDS ESTABLISHED BY THE MANUFACTURER OF THE ITEM(5) AS THE GUIDELINES FOR PRODUCT HANDLING, INSTALLATION OR ERECTION AND PROTECTION OF THE COMPONENT ONCE IN PLACE. DEVELOPER ARCHITECT EPIC DEVELOPMENT FWH ARCHITECTS, INC. 6107 S. FT. HARRISON AVE. 3336 GRAND BLVD., SUITE 201 SUITE 102 HOLIDAY, FLORIDA 34690 CLEARWATER, FLORIDA 33756 ATTN: ADRIENNE BAUER ATTN: SUE SUCEVIC TEL: (727) 815-3336 TEL: (727) 210-1900 FAX: (727) 815- 3337 CIVIL ENGINEER STRUCTURAL ENGINEER AVID GROUP ACG PROFESSIONAL ENGINEERING 2300 CURLEW RD 16g12 MEL155A ANN DRIVE SUITE 201 LUTZ, FLORIDA 33558-804q PALM HARBOR, FLORIDA 34683 ATTN: ALAN GUENTHER ATTN: JORGE 14ERNANDEZ P.E. TEL: (813) q63-1g06 TEL: (727) 789-9500 FAX: (813) 48q-4666 MECHANICAL 8c PLUMBING ELECTRICAL ENGINEER STEPANEK-LEWIS AND ASSOCIATES, INC. CHEHAYEB 4 ASSOCIATES 2257 TWELVE OAKS WAY, SUITE 103 3702 AZEELE STREET WESLEY CHAPEL FLORIDA 33544 TAMPA, FLORIDA, 33607 ATTN: MATT LEWIS ATTN: 50UH1 1L CHEHAYEB TEL: (813) q91-1248 TEL: (813) 876-1415 FAX: (813) 876-093 BUILDING DEPARTMENT CITY OF ZEPHYR14ILLS 5335 8TH STREET ZEPHYRHILLS FL 33542 ATTN: COMMERCIAL PLAN REVIEW TEL (813) 780-0020 SHT. NO® DRAWING TITLE REVISION • MrATES HEIS LOG ARUM QQOQ AO INDEX, VICINITY MAP AND NOTES -- CIVIL j - COVER SNEEi' 2 NOTES SPECIFICATIONS 3 DEMOLITION PLAN w HORIZONTAL CONTROL PLAN > 5 PAVING, GRADING AND DRAINAGE PLAN Lu 6 UTILITY PLAN Lu q 7 NPDES NOTES 3 Q s NPDES DETAILS 9 SITE DETAILS z w � LL, 10 UTILITY DETAILS L1 LANDSCAPE PLAN ,,a z L2 LANDSCAPE DETAILS (D a Ua L3 LANDSCAPE NOTES w IR IRRIGATION PLAN OL IRl IRRIGATION NOTES < Q w w CL Q Q `8 z PERMIT NOTES WIND DESIGN CRITERIA Q� SIGNAGE, SIGNAGE DEPICTED IN THESE DOCUMENTS ARE FOR COORDINATION PURPOSES ONLY. IT SHALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED AND SITE SIGNAGE WILL BE PERMITTED SEPARATELY, EITHER BY THE LANDLORD'S SIGN VENDOR OR BY INDIVIDUAL TENANT SIGN VENDORS. AT THAT TIME, COMPLETE DETAILS INCLUDING, BUT NOT LIMITED To, SIGN FABRICATION, SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC. WILL BE SUBMITTED FOR PERMIT REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK. SHOP DRAWING& IT SHALL BE UNDERSTOOD THAT ENGINEERED SHOP DRAWINGS FOR PRE-ENGINEERED ROOF JOISTS SHALL BE PROVIDED BY MANUFACTURER AND SUBMITTED TO THE BUILDING DEPARTMENT BY THE GENERAL CONTRACTOR. SAID SHOP DRAWINGS SHALL CONTAIN A STATEMENT FROM THE PROFESSIONAL OF RECORD STATING THAT HE/SHE HAS REVIEWED THE DRAWINGS AND THAT DRAWINGS ARE IN COMPLIANCE WITH HIS/HER DESIGN BY NAMING THE MANUFACTURER JOB NUMBER AND DATE OF THE PLANS. ' PERMITS® SEPARATE PERMITS MAY BE REQUIRED FOR THE AWNINGS AND TRASH ENCLOSURES. SAID PERMITS SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF WORK ON ANY OF THESE COMPONENTS. 1 ULTIMATE WIND SPEED = 140 MPH (FBC FIGURE 16061A) 2. WIND EXPOSURE "B" 3, BUILDING RISK CATEGORY II (PER FBC TABLE 1604,5) 4, INTERNAL PRESSURE COEFFICIENT (GCpi) = +/- 0.18, TOTALLY ENCLOSED (PER ASCE 7-10) S. COMPONENTS AND CLADDING - REFER TO STRUCTURAL DRAWINGS, SHEET 50.1 FOR WIND DE51GN CRITERIA ALL WORK SHALL COMPLY WITH PREVAILING (- CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, rJ AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE e i CITY OF ZEPHYRHILLS PLANS EX>p+MINER .-�� '?ji �,' ARCHITECTURAL AO.1 SPECIFICATIONS AO.2 SPECIFICATIONS KEYNOTE SCHEDULE VAS - .1 ARCHITECTURAL SITE PLAN AS.2 MISCELLANEOUS SITE DETAILS ALO FLOOR PLAN AND NOTES ALL ROOF PLAN A1.2 ROOF DETAILS A1.3 CANOPY AND AWNING DETAILS A2.0 REFLECTED CEILING PLAN A3.o EXTERIOR ELEVATIONS AND EXTERIOR FINISH SCHEDULE A3.1 EXTERIOR ELEVATIONS A4.0 FRAME OPENING SCHEDULE A4.1 FRAME OPENING DETAILS A4.2 ENLARGED PLAN DETAILS A5.0 WALL SECTIONS FINISH NOTES VICINITY MAP A5.1 WALL SECTIONS A5.2 WALL SECTIONS I. SUBCONTRACTORS MUST EXAMINE EACH INSTALLATION AREA FOR CONDITIONS THAT MAY INTERFERE WITH PROPER, TIMELY, OR ACCEPTABLE COMPLETION OF THE WORK AND SHALL NOTIFY THE GENERAL CONTRACTOR OF UNACCEPTABLE CONDITIONS BEFORE FIN1514 MATERIAL INSTALLATION. PERFORMANCE OF FINISH WORK INDICATES ACCEPTANCE OF ALL SUBSTRATE CONDITIONS AND ASSUMPTION OF RESPONSIBILITY FOR COMPLIANCE WITH MATERIAL INSTALLATION QUALITY STANDARDS, 2. CONTRACTOR TO PREPARE FLOOR SUBSTRATE CONDITIONS (WHERE APPLICABLE) A5 NECE55ARY WHERE" DIFFERENT MATERIALS ABUT TO ENSURE SMOOTH AND GRADUAL TRANSITION, FREE FROM TRIP HAZARD OR EXCESSIVE ELEVATION CHANGE. PROVIDE TRANSITION EDGES AS APPROPRIATE. SUBMIT ACCESSORY OPTIONS INCLUDING AVAILABLE FINISH AND COLOR SELECTIONS FOR APPROVAL. 3. WHERE NO FLonR FINI�­H IS REQUIRED, CONTRACTOR HA _L PROVIDE A CLEAN 'rNCOTH 'U' = - PROVIDED BY TErIANT 4. FOR PAINTED / STAINED SURFACES, ADHERE TO INDUSTRY STANDARDS AND USE PRIMERS, PAINT, STAINS, AND OTHER PRODUCTS AS APPROPRIATE FOR THE CONDITIONS AND SUBSTRATES TO WHICH FINISHES ARE BEING APPLIED. 5. ALL GWB SURFACES THAT ARE NOT TO BE PAINTED UNDER THE SCOPE OF THIS CONTRACT (PAINT BY TENANT) ARE TO BE TAPED, MUDDED AND SANDED. WALLS SHALL BE LEFT IN A CONDITION READY FOR TEXTURE AND PAINT BY TENANT. 6. ACCEPTABLE PAINT MANUFACTURERS ARE BENJAMIN MOORE OR 514ERWIN WILLIAMS. REFER TO SPECIFICATIONS FOR TYPE OF PAINT. 7. ALL COLOR SELECTIONS, IF NOT INDICATED ON PLANS, SHALL BE MADE BY THE TENANT FROM THE MANUFACTURER'S STANDARD SELECTIONS PROVIDED BY THE CONTRACTOR, UNLE55 OTHERWISE NOTED, €``'`'"f '' .`° x. ° SITE NORTH _ STRUCTURAL 50.1 STRUCTURAL NOTES 51.1 FOUNDATION PLAN 52.1 ROOF FRAMING PLAN 53.1 WALL SECTIONS 54.1 SECTIONS AND DETAILS 54.2 SECTIONS AND DETAILS MECHANICAL M1.0 MECHANICAL ROOF PLAN AND SPECIFICATIONS M2.0 MECHANICAL DETAILS AND SCHEDULES PLUMBING PLO PLUMBING PLAN AND SPECIFICATIONS P2.0 PLUMBING SCHEDULES, RISERS AND DETAILS ELECTRICAL ALL WALL AND CEILING FINISHES SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE SECTION 10.2.3 AND SHALL BE CLASS A OR B IN EXITS AND ENCLOSED CORRIDORS FURNISHING ACCESS To EXITS; AND CLASS A, CLASS B OR CLASS G IN OFFICES. INTERIOR FLOOR FINISHES SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE SECTION 10.2.7 AND SHALL BE CLASS I OR CLASS II IN CORRIDORS AND EXITS EO.0 ELECTRICAL PROJECT NOTES AND LEGEND E1.0 ELECTRICAL SITE PLAN El.l PHOTOMETRIC SITE PLAN E1.2 FIXTURE INFORMATION E2.0 LIGHTING AND POWER PLANS E3.0 POWER RISER DIAGRAM E4.0 ELECTRICAL SPECIFICATIONS T 4 SECTION 02361 - TERMITE PRO ECTIQN PART i - GENERAL. 1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA AND PRODUCT CERTIFICATES SIGNED BY MANUFACTURER CERTIFYING THAT PRODUCTS USED COMPLY WITH U.S. EPA REGULATIONS FOR TERMITICIDES. INCLUDE APPLICATION INSTRUCTIONS AND A EPA -REGISTERED LABEL. B. ENGAGE A LICENSED PROFESSIONAL PEST CONTROL OPERATOR TO APPLY TERMITE CONTROL SOLUTION. PART 2 - PRODUCTS 2.1 TERMITICIDES A. PROVIDE AN EPA -REGISTERED TERMITICIDE COMPLYING WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION, IN A 5OLUABLE OR EMULSIBLE, CONCENTRATED FORMULATION THAT DILUTES WITH WATER OR FOAMING AGENT, USE ONLY SOIL TREATMENT SOLUTIONS THAT ARE NOT HARMFUL TO PLANTS. PROVIDE QUANTITY REQUIRED FOR APPLICATION AT THE LABEL VOLUME AND RATE FOR THE MAXIMUM TERMITICIDE CONCENTRATION ALLOWED FOR EACH SPECIFIC USE, ACCORDING TO THE PRODUCT'S EPA -REGISTERED LABEL. PARTS - EXEIGITKIN 3.1 INSTALLATION A. PREPARE SURFACES AND APPLY TREATMENT AT RATES AND CONCENTRATIONS RECOMMENDED IN MANUFACTURER'S WRITTEN INSTRUCTIONS. B. APPLY TERMITE CONTROL TO THE FOLLOWING: I. AT FOUNDATIONS. 2. UNDER CONCRETE FLOOR SLABS ON GRADE. 3. AT HOLLOW MASONRY. 4, AT EXPANSION AND CONTROL JOINTS AND SLAB PENETRATIONS. 5. TREAT ADJACENT AREAS INCLUDING AROUND ENTRANCE PLATFORM AND EQUIPMENT BASES. APPLY OVERALL TREATMENT ONLY WHERE ATTACHED CONCRETE PLATFORM ARE ON FILL OR GROUND. C. POST WARNING SIGNS IN AREAS OF APPLICATION. D. REAPPLY SOIL TERMITICIDE TREATMENT SOLUTION TO AREAS DISTURBED BY SUBSEQUENT EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES FOLLOWING APPLICATION. END OF SECTION 02361 SECTION 02751 - CONCRETE PAVEMENT PART I - GENERAL 1,1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA, DESIGN MIXES FOR CONCRETE, LABORATORY TEST REPORTS, B. COMPLY WITH ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE." PART 2 - PRODUCTS 2.1 MATERIALS A. REINFORCING BARS: ASTM A 615/A 615M, GRADE 60 (GRADE 420), DEFORMED. B. WELDED STEEL WIRE FABRIC: ASTM A 185, FLAT SHEETS NOT ROLLS. G. AIR -ENTRAINING ADMIXTURE: ASTM C 260. D. CHEMICAL ADMIXTURES: ASTM C 494. CALCIUM CHLORIDE SHALL NOT BE USED. E. LIQUID MEMBRANE -FORMING CURING COMPOUND: ASTM G 30% CLEAR, TYPE I, CLASS B, WATERBORNE. F. PAVEMENT -MARKING PAINT: FS TT-P-Ig52, LATEX, WATER -BASE EMULSION. 2.2 MIXES A. PROPORTION NORMAL -WEIGHT CONCRETE MIXES TO PROVIDE THE FOLLOWING PROPERTIES: I. COMPRESSIVE STRENGTH: 3000 PSI (20.7 MPA) AT 28 DAYS. 2. SLUMP LIMIT: 4 INCHES (100 MM) AT POINT OF PLACEMENT. 3. W/C RATIO: 0.45 MAXIMUM AT POINT OF PLACEMENT. 4. AIR CONTENT: 6.5 TO 7.0 PERCENT. PARTS - EXECUTION 3.1 PAVING A. ACCURATELY POSITION AND SUPPORT REINFORCEMENT, AND SECURE AGAINST D15PLACEMENT. B. LOCATE AND INSTALL CONTRACTION, CONSTRUCTION, ISOLATION, AND EXPANSION JOINTS AS INDICATED OR REQUIRED. C. PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT ADD WATER TO ADJUST SLUMP D. FLOAT SURFACES TO TRUE PLANES WITHIN A TOLERANCE OF 1/4 INCH IN 10 FEET (1:480) AND MEDIUM -TO -COARSE -TEXTURED BROOM FINISH, E. TOOL EDGES AND JOINTS TO A RADIUS OF 3/8 INCH (9.5 MM). F. BEGIN CURING AFTER FINISHING CONCRETE. APPLY MEMBRANE -FORMING CURING COMPOUND TO CONCRETE. G. APPLY TRAFFIC PAINT WITH MECHANICAL EQUIPMENT TO A MINIMUM NET FILM THICKNESS OF 15 MILS (0.4 MM). H. OWNER WILL EMPLOY A TESTING AGENCY TO SAMPLE CONCRETE, PERFORM TESTS, AND SUBMIT TEST REPORTS DURING CONCRETE PLACEMENT. 1. GENERAL CONTRACTOR AND REPLACE CONCRETE PAVING THAT IS BROKEN, DAMAGED, OR DEFECTIVE. EXCLUDE TRAFFIC FROM PAVING FOR AT LEAST 14 DAYS. END OF SECTION 02751 SECTION 06100 - ROUGH CARPENTRY PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. SUBMITTALS: MODEL CODE EVALUATION REPORTS FOR ENGINEERED WOOD PRODUCTS, FOAM -PLASTIC SHEATHING, AND FIRE -RETARDANT -TREATED WOOD. PART 2 - PRODUCTS 2.1 LUMBER, GENERAL A. DRESSED LUMBER, 545, 15 PERCENT MAXIMUM MOISTURE CONTENT FOR 2-INCH (38-MM) THICKNESS OR LESS, MARKED WITH GRADE STAMP OF INSPECTION AGENCY, 2.2 TREATED MATERIALS A. PRESERVATIVE -TREATED MATERIALS: AWPA C2 LUMBER AND AWPA C9 PLYWOOD, LABELED BY AN INSPECTION AGENCY APPROVED BY AL5C'5 HOARD OF REVIEW, AFTER TREATMENT, KILN -DRY LUMBER AND PLYWOOD TO Iq AND 15 PERCENT MOISTURE CONTENT, RESPECTIVELY, TREAT INDICATED ITEMS AND THE FOLLOWING: I. WOOD MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND WATERPROOFING. 2. CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE. 3. WOOD FRAMING MEMBERS LESS THAN 18 INCHES (460 MM) ABOVE GRADE. 4. WOOD FLOOR PLATES INSTALLED OVER CONCRETE SLABS DIRECTLY IN CONTACT WITH EARTH. B. FIRE -RETARDANT -TREATED MATERIALS: AWPA C20 LUMBER AND AWPA C27 PLYWOOD, INTERIOR TYPE A TREATMENT, LABELED HY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 1. USE TREATED LUMBER AND PLYWOOD WITH BENDING STRENGTH, STIFFNESS, AND FASTENER -HOLDING CAPACITIES THAT ARE N07 REDUCED BELOW VALUES PUBLISHED BY MANUFACTURER OF CHEMICAL FORMULATION UNDER ELEVATED TEMPERATURE AND HUMIDITY CONDITIONS. 2.3 LUMBER A. DIMENSION LUMBER: THE FOLLOWING GRADES PER INSPECTION AGENCY INDICATED. SELECT ONE GRADE REQUIREMENT AND ONE OR MORE SPECIES GROUP IN SUBPARAGRAPHS BELOW FOR EACH APPLICATION DEPENDING ON AVAILABILITY AND SUITABILITY FOR PROJECT, DESIGNATE LOAD -BEARING WALLS ON DRAWINGS. 1. NON -LOAD -BEARING INTERIOR PARTITIONS: CONSTRUCTION, STUD, OR NO. 3. 2. FRAMING OTHER THAN NON -LOAD -BEARING PARTITIONS: CONSTRUCTION, STUD, OR NO. B. CONCEALED BOARDS: 19 PERCENT MAXIMUM MOISTURE CONTENT: EASTERN SOFTWOODS: NO. 3 COMMON PER NELMA RULES. C. MISCELLANEOUS LUMBER: NO. 3 OR STANDARD GRADE OF ANY SPECIES FOR NAILERS, BLOCKING, AND 51MILAR MEMBERS. 2.4 ENGINEERED WOOD PRODUCTS A. ENGINEERED WOOD PRODUCTS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND WITH ALLOWABLE DESIGN STRESSES, AS PUBLISHED BY MANUFACTURER, THAT MEET OR EXCEED THOSE INDICATED. MANUFACTURER'S PUBLISHED VALUES SHALL BE DEMONSTRATED BY COMPREHENSIVE TESTING. B. LAMINATED -VENEER LUMBER: LAMINATED WITH AN EXTERIOR -TYPE ADHESIVE COMPLYING WITH ASTM D 255q, WITH GRAIN OF VENEERS PARALLEL TO THEIR LENGTHS, 1. EXTREME FIBER STRESS IN BENDING: 2500 P51 (17 MPA) FOR 12-INCH NOMINAL- (286-MM ACTUAL-) DEPTH MEMBERS. 2. MODULUS OF ELASTICITY: 2,000,000 PSI (13 800 MPA). STRUCTURAL PROPERTIES FOR PRODUCT ABOVE AND BELOW ARE BASED ON PRODUCTS OF ONE MANUFACTURER. VERIFY ADEQUACY AND LOCAL AVAILABILITY BEFORE RETAINING. REVISE AS NEEDED, G. PARALLEL -STRAND LUMBER: LAID UP FROM WOOD STRANDS WITH EXTERIOR -TYPE ADHESIVE COMPLYING WITH ASTM D 2559,WIT14 GRAIN OF STRANDS PARALLEL TO THEIR LENGTHS. I. EXTREME FIBER STRESS IN BENDING: 2900 P51 (20 MPA) FOR 12-INC14 NOMINAL- (286-MM ACTUAL-) DEPTH MEMBERS. 2. MODULUS OF ELASTICITY: 2,000,000 PSI (13 800 MPA). 2.5 PANEL PRODUCTS A. WOOD -BASED STRUCTURAL -USE PANELS: DOG P5 2. PROVIDE PLYWOOD COMPLYING WITH DOC PS 1, WHERE PLYWOOD 15 INDICATED, 1. FACTORY MARK PANELS EVIDENCING COMPLIANCE WITH GRADE REQUIREMENTS. 2. PROVIDE PANELS WITH SPAN RATINGS REQUIRED BY SUPPORT SPACING INDICATED. 3. WALL SHEATHING: APA-RATED STRUCTURAL I SHEATHING, EXPOSURE I. 4. ROOF SHEATHING: APA-RATED STRUCTURAL I SHEATHING, EXTERIOR. 2.6 MISCELLANEOUS PRODUCTS A. AIR -INFILTRATION BARRIER: A5TM D 226, TYPE I, NO. 15 ASPHALT FELT, UNPERFORATED OR POLYOLEFIN MATERIAL COMPLYING WITH ASTM E 1677, TYPE I, WITH MINIMUM WATER -VAPOR TRANSMISSION OF 10 PERMS (575 NG/PA X S X 50. M). B. FASTENERS: SIZE AND TYPE INDICATED. WHERE ROUGH CARPENTRY 15 EXPOSED TO WEATHER, IN GROUND CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS WITH A HOT -DIP ZINC COATING PER ASTM A 153 OR OF TYPE 304 STAINLESS STEEL. I. POWER -DRIVEN FASTENERS: CABO NER-272, 2. BOLTS: STEEL BOLTS COMPLYING WITH ASTM A 307, GRADE A (ASTM F 568, PROPERTY CLASS 4.6); WITH ASTM A 563 (ASTM A 563M) HEX NUTS AND, WHERE INDICATED, FLAT WASHERS. C. METAL FRAMING ANCHORS: HOT -DIP GALVANIZED STEEL OF STRUCTURAL CAPACITY, TYPE, AND SIZE INDICATED, D. SILL -SEALER: GLASS -FIBER INSULATION, I -INCH (25-MM) THICK, COMPRESSIBLE TO 1/32 INCH (0.8 MM). E. ADHESIVES FOR FIELD GLUING PANELS TO FRAMING: APA AFG-01. PARTS - 609OU ION 3.1 INSTALLATION A. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE FOR ACCURATE FIT. CORRELATE LOCATION OF FURRING, BLOCKING, AND SIMILAR SUPPORTS TO ALLOW ATTACHMENT OF OTHER CONSTRUCTION. B. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND FASTENING AS INDICATED, COMPLYING WITH THE FOLLOWING: I. CAW NER-272 FOR POWER -DRIVEN STAPLES, P-NAILS, AND ALLIED FASTENERS. 2. PUBLISHED REQUIREMENTS OF METAL FRAMING ANCHOR MANUFACTURER. END OF SECTION 06100 SECTION 07110 - DAMPPROOFING 1.1 SECTION REQUIREMENTS AT LOCATIONS BETWEEN BRICK VENEER OR MANUFACTURED STONE AND CMU CONSTRUCTION, THE FACE OF THE CMU SHALL BE PROVIDED WITH DAMPPROOFING APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DAMPPROOFING SHALL CONSIST OF A WATER EMULSION OF ASPHALT FORMULATED FOR SPRAYING OR BRUSHING, AND USE FOR ON GREEN OR SLIGHTLY DAMPENED WALLS. ACCEPTABLE PRODUCTS ARE: 1) KARNAK CHEMICAL CORP., KARNAK 100 AF NON-FIBERED EMULSION DAMPPROOFING 2) BASF BUILDING SYSTEMS, HYDROCIDE 700E 3) TEXMASTIC INTERNATIONAL, INC., TEXMASTIC SPRAY MASTIC #712-B 4) GRACE CONSTRUCTION PRODUCTS, GRACE PROGOR 75 END OF SECTION 07110 SECTION 07242 - ROOF INSULATION SEE SECTION 07500 SECTION 07210 - BUILDING INSULATION PART I - GENERAL 1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA FOR EACH TYPE OF INSULATION PRODUCT SPECIFIED. MODIFY RATINGS IN PARAGRAPH BELOW TO SUIT AUTHORITIES HAVING JURISDICTION, INSULATION MATERIAL SELECTED, OR IF INSULATION MATERIALS WILL REMAIN EXPOSED. B. SURFACE -BURNING CHARACTERISTICS: ASTM E 84, FLAME -SPREAD RATINGS OF 75 OR LESS AND SMOKE -DEVELOPED RATINGS OF 450 OR LESS. PART 2 - PRODUCTS 2.1 INSULATION PRODUCTS A. EXTRUDED -POLYSTYRENE BOARD INSULATION: ASTM C 578, TYPE [IV] IV] [VD [VIII [XI. B. MOLDED -POLYSTYRENE 130ARD INSULATION: ASTM C 578, TYPE [I] 1111 [VIIII. C. POLYISOCYANURATE BOARD INSULATION: ASTM G 1259, TYPE I, CLASS 1 OR 2, FACED ON BOTH SIDES WITH ALUMINUM FOIL. D. FLEXIBLE GLASS -FIBER -BOARD INSULATION: ASTM G 612, TYPE IA OR ASTM C 553, TYPES I, 11, AND III; FOIL-SCRIM-KRAFT FACED; NOMINAL DENSITY OF 1.5 LB/CU. FT. (24 KG/CU. M). E. GLASS -FIBER -BOARD INSULATION: ASTM C 612, TYPE IA OR TYPE IA AND 15; FOIL-SCRIM-KRAFT OR FOIL -SCRIM -POLYETHYLENE FACED; NOMINAL DENSITY OF 3 LB/GU. FT. (48 KG/CU. M). F. MINERAL -FIBER -BLANKET INSULATION: ASTM C 665, TYPE III, CLASS A, FOIL-SCRIM-KRAFT, FOIL -SCRIM, OR FOIL -SCRIM -POLYETHYLENE VAPOR -RETARDER MEMBRANE ON ONE FACE WITH FIBERS MANUFACTURED FROM GLASS. 2.2 ACCESSORIES A. VAPOR RETARDER: REINFORCED POLYETHYLENE OR FIRE -RETARDANT, REINFORCED POLYETHYLENE, MIN. 6 MILL THICK. B. EAVE VENTILATION TROUGHS: PREFORMED, RIGID FIBERBOARD OR PLASTIC SHEETS DESIGNED TO FIT BETWEEN ROOF FRAMING MEMBERS AND TO PROVIDE CROSS -VENTILATION BETWEEN ATTIC SPACES AND VENTED EAVES. PARTS - 0021TI0N 3.1 INSTALLATION A. INSTALL INSULATION IN AREAS AND IN THICKNESSES INDICATED OR REQUIRED TO PRODUCE R-VALUE5 INDICATED. CUT AND FIT TIGHTLY AROUND OBSTRUCTIONS AND FILL VOIDS WITH INSULATION. B. EXTEND VAPOR RETARDER TO EXTREMITIES OF AREAS TO BE PROTECTED FROM VAPOR TRANSMISSION. SECURE IN PLACE WITH ADHESIVES OR OTHER ANCHORAGE. NOTE - AS AN ALTERNATE TO EXTRUDED POLYSTYRENE BOARD THE CONTRACTOR MAY USE INJECTED FOAM INSULATION AT ALL CMU CAVITIES NOT FILLED WITH CONCRETE. COMPLY WITH MANUFACTURER'S SPECIFICATION. BY: TAYLORED FOAM, CORE -FILL 500, OR EQUAL. END OF SECTION 07210 SECTION 07425 - COMPOSITE WALL PANELS PART I - GF.IIERAL 1.1 SECTION INCLUDES: A. EXTERIOR, PANELIZED FIBER CEMENT CLADDING SYSTEM AND ACCESSORIES TO COMPLETE A DRAINED AND BACK -VENTILATED RAINSCREEN. 12 RELATED SYSTEMS A. STRUCTURAL METAL STUD FRAMING B. ROUGH CARPENTRY G. SHEATHING D. THERMAL PROTECTION E. WEATHER BARRIERS F. FLASHING AND SHEET METAL G. JOINT PROTECTION 1.3 REFERENCES A. AMERICAN ARCHITECTURAL MANUFACTURERS A55XIATION (AAMA): I. AAMA 50q-09 - VOLUNTARY TEST AND CLASSIFICATION METHOD OF DRAINED AND BACK VENTILATED RAIN SCREEN WALLCLADDING SYSTEMS B. ASTM INTERNATIONAL (ASTM): I. ASTM C 518 - STANDARD TEST METHOD FOR STEADY-STATE THERMAL TRANSMISSION PROPERTIES BY MEANS OF THE HEAT FLOW METER APPARATUS. 2, A5TM C 1185 - STANDARD TEST METHODS FOR SAMPLING AND TESTING NON -ASBESTOS FIBER CEMENT. A. ASTM C 1186 - STANDARD SPECIFICATION FOR FLAT FIBER -CEMENT SHEETS. 3. ASTM E-B4 - STANDARD TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. 4. ASTM E IN - STANDARD TEST METHODS FOR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS. 5. ASTM E 228 - STANDARD TEST METHOD FOR LINEAR THERMAL EXPANSION OF SOLID MATERIALS WITH A VITREOUS 51LICA DILATOMETER, 6. ASTM E 330 - STANDARD TEST METHOD FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE. 7. ASTM E 331 - STANDARD TEST METHOD FOR WATER PENETRATION OF EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE, B.ASTM G 23 - STANDARD PRACTICE FOR OPERATING LIGHT -EXPOSURE APPARATUS (CARBON-ARG TYPE) WITH AND WITHOUT WATER FOR EXP05URE OF NONMETALLIC MATERIALS, REPLACED BY G152 AND G153. C. FLORIDA BUILDING CODE - TEST PROTOCOL HVHZ I. TESTING APPLICATION STANDARD (TAS) 201, 202, 203 - IMPACT TEST PROCEDURES D. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA): L NFPA 285 - FIRE TEST METHOD FOR EXTERIOR WALL ASSEMBLIES CONTAINING COMBUSTIBLE MATERIAL. 2. NFPA 268 - IGNITION RESISTANCE OF EXTERIOR WALL ASSEMBLIES. IA SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DESCRIPTION, STORAGE AND HANDLING REQUIREMENTS, AND INSTALLATION INSTRUCTIONS. B. PRODUCT TEST REPORTS AND CODE COMPLIANCE: DOCUMENTS DEMONSTRATING PRODUCT COMPLIANCE WITH LOCAL BUILDING CODE, SUCH AS TEST REPORTS OR EVALUATION REPORTS FROM QUALIFIED, INDEPENDENT TESTING AGENCIES. C. MANUFACTURER'S DETAILS: SUBMIT DRAWINGS (.DWG, .RVT, AND/OR .PDF FORMATS), INCLUDING PLANS, SECTIONS, SHOWING INSTALLATION DETAILS THAT DEMONSTRATE PRODUCT DIMENSIONS, EDGE/TERMINATION CONDITIONS/TREATMENTS, COMPRESSION AND CONTROL JOINTS, CORNERS, OPENINGS, AND PENETRATIONS. D. SAMPLES: VERIFY IF REQUIRED BY OWNER OR ARCHITECT. IF REQUIRED, SUBMIT SAMPLES OF FAGH PRODUCT TYPE PROPOSED FOR USE. 1.6 QUALITY ASSURANCE A. MANUFACTURER QUALIFICATIONS: 1. ALL FIBER CEMENT PANELS SPECIFIED IN THIS SECTION MUST BE SUPPLIED BY A MANUFACTURER WITH A MINIMUM OF 10 YEARS OF EXPERIENCE IN FABRICATING AND SUPPLYING FIBER CEMENT CLADDING SYSTEMS, A. PRODUCTS COVERED UNDER THIS SECTION ARE TO BE MANUFACTURED IN AN ISO 9001 CERTIFIED FACILITY, 2. PROVIDE TECHNICAL AND DESIGN SUPPORT AS NEEDED REGARDING INSTALLATION REQUIREMENTS AND WARRANTY COMPLIANCE PROVISIONS. B. INSTALLER QUALIFICATIONS: ALL PRODUCTS LISTED IN THIS SECTION ARE TO BE INSTALLED BY A SINGLE INSTALLER TRAINED BY MANUFACTURER OR REPRESENTATIVE. G. MOCK-UP WALL: VERIFY IF REQUIRED BY OWNER OR ARCHITECT. IF REQUIRED, PROVIDE A MOCK-UP WALL AS EVALUATION TOOL FOR PRODUCT AND INSTALLATION WORKMANSHIP. D. PRE -INSTALLATION MEETINGS: PRIOR TO BEGINNING INSTALLATION, CONDUCT CONFERENCE TO VERIFY AND DISCUSS SUBSTRATE CONDITIONS, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WARRANTY REQUIREMENTS, AND PROJECT REQUIREMENTS. 1.6 DELIVERY, STORAGE, AND HANDLING A. PANELS MUST BE STORED FLAT AND KEPT DRY BEFORE INSTALLATION. A WATERPROOF COVER OVER PANELS AND ACCE55ORIE5 SHOULD BE USED AT ALL TIMES PRIOR TO INSTALLATION. B. IF PANELS ARE EXPOSED TO WATER OR WATER VAPOR PRIOR TO INSTALLATION, ALLOW TO COMPLETELY DRY BEFORE INSTALLING. FAILURE TO DO 50 MAY RESULT IN PANEL SHRINKAGE AT SHIP LAP JOINTS, AND SUCH ACTION MAY VOID WARRANTY. C. PANELS MUST BE CARRIED ON EDGE. DO NOT CARRY OR LIFT PANELS FLAT, IMPROPER HANDLING MAY CAUSE CRACKING OR PANEL DAMAGE. D. DIRECT CONTACT BETWEEN THE PANELS AND THE GROUND SHOULD BE AVOIDED AT ALL TIMES. IT 15 NECESSARY TO KEEP PANELS GLEAN DURING INSTALLATION PROCESS. 1.7 WARRANTY A. PROVIDE MANUFACTURER'S 50-YEAR WARRANTY AGAINST MANUFACTURED DEFECTS IN FIBER CEMENT PANELS. B. PROVIDE MANUFACTURER'S 15-YEAR WARRANTY AGAINST MANUFACTURED DEFECTS IN PANEL FINISH. C. WARRANTY PROVIDES FOR THE ORIGINAL PURCHASER, SEE WARRANTY FOR DETAILED INFORMATION ON TERMS, CONDITIONS AND LIMITATIONS. PART lit PRODUCTS 2.1 MANUFACTURERS A. ACCEPTABLE MANUFACTURER: NICHIHA CORPORATION, 18-19 NI5PIKI 2-GN0ME NAKA-KU, NAGOYA, AICHI 460-8610, JAPAN. B. ACCEPTABLE MANUFACTURER'S REPRESENTATIVE: NICHIHA USA, INC., 6465 E. JOHNS CROSSING, SUITE 250, JOHNS CREEK, GA 30097. TOLL FREE: 1.866.424.4421, OFFICE: 770.B05.9466, FAX: 770.805A467, WWW.NICHIHA.COM. 1. BASIS OF DE51GN PRODUCT: AS SPE FW ON V(TPRIOR FINISH Sd10U1.1 A. PROFILE COLORS: BARK, CEDAR. B. PROFILES: WOOD PLANK TEXTURE WITH THREE, 3/8' GROOVES RUNNING LENGTHWISE, 5PAGED 5-5/8' APART, C. ACCESSORY/COMPONENT OPTIONS: I. MANUFACTURED CORNERS NOT REQUIRED. PROVIDE MANUFACTURER'S CORNER KEY TRIM. II. ALUMINUM TRIM TO BE PAINTED PER FINISH SCHEDULE: OUTSIDE CORNERS (CORNER KEY, OPEN OUTSIDE CORNER), VERTICAL JOINTS (H-MOLD), TERMINATIONS (J-MOLD) III. ESSENTIAL FLASHING SYSTEM: STARTER, COMPRESSION JOINT, OVERHANG, D. DIMENSIONS - AWP-3030: 455MM (17-7/8') (H) X 3,030 MM (II9-5/16') (L). E. PANEL THICKNESS: 16 MM (5/8"). F. WEIGHT: 57.32 LBS. PER PANEL. G. COVERAGE: 14.51 SQ. FT. PER PANEL. H. FACTORY SEALED ON SIX [6] SIDES. C. SUBSTITUTIONS: NOT PERMITTED. 2.2 MATERIALS A. FIBER CEMENT PANELS MANUFACTURED FROM A PRESSED, STAMPED, AND AUTOCLAVED MIX OF PORTLAND CEMENT, FLY ASH, SILICA, RECYCLED REJECTS, AND WOOD FIBER BUNDLES. B. PANEL SURFACE PRE -FINISHED AND MACHINE APPLIED. C. PANELS PROFILED ALONG ALL FOUR EDGES, SUCH THAT BOTH HORIZONTAL AND VERTICAL JOINTS BETWEEN THE INSTALLED PANELS ARE SHIP -LAPPED, D. FACTORY -APPLIED SEALANT GASKET ADDED TO TOP AND RIGHT PANEL EDGES; ALL JOINTS CONTAIN A FACTORY SEALANT. 2.3 PERFORMANCE REQUIREMENTS: A. FIBER CEMENT CLADDING - MUST COMPLY WITH ASTM C-1186, TYPE A, GRADE II REQUIREMENTS: 1. WET FLEXURAL STRENGTH, LOWER LIMIT: 1015 PSI. 2.WATER TIGHTNESS: NO WATER DROPLETS OBSERVED ON ANY SPECIMEN. 3.FREEZE-THAW: NO DAMAGE OR DEFECTS OBSERVED. 4. WARM WATER: NO EVIDENCE OF CRACKING, DELAMINATION, SWELLING, OR OTHER DEFECTS OBSERVED. 5. NEAT -RAIN: NO CRAZING, CRACKING, OR OTHER DELETERIOUS EFFECTS, SURFACE OR JOINT CHANGES OBSERVED IN ANY SPECIMEN. B. MEAN COEFFICIENT OF LINEAR THERMAL EXPANSION (ASTM E-228): MAX 1.0*10^-5 IN.AN. F. G. SURFACE BURNING (CAN-ULC 5102/ASTM E-84): FLAME SPREAD: 0, SMOKE DEVELOPED: 5. D. WIND LOAD (ASTM E-330): CONTACT MANUFACTURER FOR ULTIMATE TEST PRESSURE DATA CORRESPONDING TO FRAMING TYPE, DIMENSIONS, FASTENER TYPE, AND ATTACHMENT CLIPS. PROJECT ENGINEER(5) MUST DETERMINE ZONE 4 AND 5 DESIGN PRE55URES BASED ON PROJECT SPECIFICS. I. MINIMUM LATERAL DEFLECTION: L/120. E. WATER PENETRATION (ASTM E-331): NO WATER LEAKAGE OBSERVED INTO WALL CAVITY. F. WEATHER RESISTANT (ASTM G-23): NO CRACKING, CHECKING, CRAZING, EROSION, OR OTHER DETRIMENTAL EFFECTS OBSERVED, G. STEADY-STATE HEAT FLUX AND THERMAL TRANSM1551ON PROPERTIES TEST (ASTM G-518): THERMAL RESISTANCE R VALUE OF 1.23. H, FIRE RESISTANT (ASTM E-119): THE WALL A55EM13LY MUST SUCCE55FULLY ENDURE 60-MINUTE FIRE EXPOSURE WITHOUT DEVELOPING EXCESSIVE UNEXPOSED SURFACE TEMPERATURE OR ALLOWING FLAMING ON THE UNEXPOSED SIDE OF THE ASSEMBLY. 1. IGNITION RESISTANCE (NFPA 268): NO SUSTAINED FLAMING OF PANELS, ASSEMBLY WHEN SUBJECTED TO A MINIMUM RADIANT HEAT FLUX OF 12.5 KW/M2 t 5% IN THE PRESENCE OF A PILOT IGNITION SOURCE FOR A 20-MINUTE PERIOD. J. FIRE PROPAGATION (NFPA 285): WALL ASSEMBLY OF NICHIHA AWP, ULTIMATE CLIPS AND STARTER TRACK, TYVEK COMMERCIAL WRAP, %' DENSGLASS GOLD SHEATHING, 16" O.C. 18 GAUGE STEEL STUDS, MINERAL WOOL IN -CAVITY INSULATION, AND INTERIOR 5/8° TYPE X GYPSUM MET THE ACCEPTANCE CRITERIA OF NFPA 285. K. FIRE PROPAGATION (CAN/ULC 5-134): WALL ASSEMBLY OF NICHIHA AWP, ULTIMATE CLIPS AND STARTER TRACK, TYVEK HOUSEWRAP, 5/8" FRT PLYWOOD, 16" O.G. 2X WOOD STUDS, FIBERGLASS IN -CAVITY INSULATION, AND INTERIOR 5/8" TYPE X GYPSUM MET THE ACCEPTANCE CRITERIA OF CAN/ULC 5-134. L. DRAINED AND BACK VENTILATED RAINSCREEN (AAMA 50q-Oq): SYSTEM MUST PASS ALL COMPONENT TESTS, M. FLORIDA BUILDING CODE - TEST PROTOCOL HVHZ (TAS 201, 202, 203): PASSED. 2.4 INSTALLATION COMPONENTS A. ULTIMATE CLIP SYSTEM: 1. STARTER TRACK: A. HORIZONTAL PANEL INSTALLATIONS - FA 700 - 3,03OMM (I-) GALVALUME, B. VERTICAL PANEL INSTALLATIONS (AWP-3030 ONLY) - FA 710T - 3,03OMM (L) GALVALUME. 2. PANEL CLIPS: JEL 777 "ULTIMATE CLIP" (IOMM RAINSCREEN FOR 16NM AWP) - ZINC -ALUMINUM -MAGNESIUM ALLOY COATED STEEL. A. JOINT TAB ATTACHMENTS (INCLUDED) - USED AT ALL AWP-1818 PANEL TO PANEL VERTICAL JOINTS - NOT USED WITH AWP-3030 INSTALLATIONS. 3.SINGLE FLANGE SEALANT BACKER - FHK 1017 (IOMM) - 6.5' (L) FLUORINE COATED GALVALUME. 4. DOUBLE FLANGE SEALANT BACKER - FH 1020 (IOMM) - 10' (L) FLUORINE COATED GALVALUME. 5. CORRUGATED SPACER - FS 1005 (511M), FS 1010 (IOMM) - 4' (L). 6. FINISH CLIP (OPTIONAL) - JE310 (5MM) B. ALUMINUM TRIM (OPTIONAL): PAINT AS SPECIFIED IN FINISH SCHEDULE. C. ESSENTIAL FLASHING SYSTEM (OPTIONAL): 1. STARTER - MAIN SEGMENTS (3,03OMM), INSIDE CORNERS, OUTSIDE CORNERS 2. COMPRESSION JOINT - MAIN SEGMENTS (3,030MM) 3. OVERHANG - MAIN SEGMENTS (3,030MM), INSIDE CORNERS, OUTSIDE CORNERS, JOINT CLIPS D. FASTENERS: CORROSION RESISTANT FASTENERS, SUCH AS HOT -DIPPED GALVANIZED SCREWS APPROPRIATE TO LOCAL BUILDING CODES AND PRACTICES MUST BE USED. USE STAINLESS STEEL FASTENERS IN HIGH HUMIDITY AND HIGH-MO15TURE REGIONS. PANEL MANUFACTURER 15 NOT LIABLE FOR CORROSION RESISTANCE OF FASTENERS. DO NOT USE ALUMINUM FASTENERS, STAPLES OR FASTENERS THAT ARE NOT RATED OR DESIGNED FOR INTENDED USE. SEE MANUFACTURER'S INSTRUCTIONS FOR APPROPRIATE FASTENERS FOR CONSTRUCTION METHOD USED. E. FLASHING: FLASH ALL AREAS SPECIFIED IN MANUFACTURER'S INSTRUCTIONS. DO NOT USE RAW ALUMINUM FLASHING, FLASHING MUST BE GALVANIZED, ANODIZED, OR PVC COATED. F. SEALANT: SEALANT SHALL COMPLY WITH ASTM Cg20. PART 111t 1XICUTION 3.1 EXAMINATION A. VERIFICATION OF CONDITIONS: 1. FIBER CEMENT PANELS CAN BE INSTALLED OVER BRACED WOOD, STEEL STUDS AND SHEATHING INCLUDING PLYWOOD, 055, PLASTIC FOAM OR FIBERBOARD SHEATHING. FIBER CEMENT PANELS CAN ALSO BE INSTALLED OVER STRUCTURAL INSULATED PANELS (51P'S), CONCRETE MASONRY UNITS (CMU'$) AND CONCRETE BLOCK STRUCTURES (GB515) WITH FURRING 5TRIP5, AND PRE-ENGINEERED METAL CONSTRUCTION. INSULATED CONCRETE FORMS (ICFS) ARE NOT AN APPROVED SUBSTRATE UNDER ANY CONDITION. 2. ALLOWABLE STUD SPACING: 16" O.C. MAXIMUM. 3. A WEATHER RESISTIVE BARRIER 15 REQUIRED WHEN INSTALLING FIBER CEMENT PANELS. USE AN APPROVED WEATHER RESISTIVE BARRIER (WRB) AS DEFINED BY THE 2015 IBG OR IRC. REFER TO LOCAL BUILDING CODES. 4. APPROPRIATE METAL FLASHING SHOULD BE USED TO PREVENT MOISTURE PENETRATION AROUND ALL DOORS, WINDOWS, WALL BOTTOMS, MATERIAL TRANSITIONS AND PENETRATIONS. REFER TO LOCAL BUILDING CODES FOR BEST PRACTICES. B. EXAMINE SITE TO ENSURE SUBSTRATE CONDITIONS ARE WITHIN SPECIFICATION FOR PROPER INSTALLATION. C. DO NOT BEGIN INSTALLATION UNTIL UNACCEPTABLE CONDITIONS HAVE BEEN CORRECTED. D. DO NOT INSTALL PANELS OR COMPONENTS THAT APPEAR TO BE DAMAGED OR DEFECTIVE. DO NOT INSTALL WET PANELS. 5.2 INSTALLATION A. GENERAL: INSTALL PRODUCTS IN ACCORDANCE WITH THE LATEST INSTALLATION GUIDELINES OF THE MANUFACTURER AND ALL APPLICABLE BUILDING CODES AND OTHER LAWS, RULES, REGULATIONS AND ORDINANCES. REVIEW ALL MANUFACTURER INSTALLATION, MAINTENANCE INSTRUCTIONS, AND OTHER APPLICABLE DOCUMENTS BEFORE INSTALLATION. I. CONSULT WITH YOUR LOCAL DEALER OR NICHIHA TECHNICAL DEPARTMENT BEFORE INSTALLING ANY NICHIHA FIBER CEMENT PRODUCT ON A BUILDING HIGHER THAN 45 FEET OR THREE STORIES OR FOR CONDITIONS NOT MATCHING PRESCRIBED STANDARD INSTALLATION GUIDE REQUIREMENTS AND METHODS. SPECIAL INSTALLATION CONDITIONS MAY BE REQUIRED VIA A TECHNICAL REVIEW AND SPECIAL APPLICATIONS FORM (SAF) PROCESS. 2. VERTICAL CONTROL/EXPAN51ON JOINTS ARE REQUIRED WITHIN 2-10 FEET OF OUTSIDE CORNERS FINISHED WITH METAL TRIM AND APPROXIMATELY EVERY 30 FEET THEREAFTER. 3, HORIZONTAL/COMPRESSION JOINTS ARE REQUIRED FOR MULTI -STORY INSTALLATIONS OF AWP, LOCATE JOINTS AT FLOOR LINES. JOINTS ARE FLASHED MINIMUM 1/2" BREAKS. DO NOT CAULK. REFER TO INSTALLATION GUIDE($). A, WOOD FRAMED BUILDINGS OF THREE OR MORE FLOORS REQUIRE A COMPRESSION JOINT AT EACH FLOOR. B. STEEL FRAMED BUILDINGS (INCLUDING REINFORCED CONCRETE GORE WITH LGMF EXTERIOR WALLS) OF MORE THAN THREE FLOORS (OR 45 FEET) REQUIRE A COMPRESSION JOINT EVERY 25 FEET AT A FLOOR LINE. B. PANEL CUTTING 1, ALWAYS CU7 FIBER CEMENT PANELS OUTSIDE OR IN A WELL VENTILATED AREA. DO NOT GUT THE PRODUCTS IN AN ENCLOSED AREA, 2. ALWAYS WEAR SAFETY GLASSES AND NIOSH/OSHA APPROVED RESPIRATOR WHENEVER CUTTING, DRILLING, SAWING, SANDING oR ABRADING THE PRODUCTS. REFER TO MANUFACTURER SDS FOR MORE INFORMATION, 3. USE A DUST -REDUCING CIRCULAR SAW WITH A DIAMOND -TIPPED OR CARBIDE -TIPPED BLADE. A. RECOMMENDED CIRCULAR SAW: MAKITA 7-1/4" CIRCULAR SAW WITH DUST COLLECTOR (#5057KI3). B. RECOMMENDED BLADE: TENRYU BOARD -PRO PLUS PCD BLADE (#5P-18505). C. 514EARS (ELECTRIC OR PNEUMATIC) OR JIG SAW CAN BE USED FOR COMPLICATED CUTTINGS, SUCH AS SERVICE OPENINGS, CURVES, RADII AND SCROLLWORK. 4. SILICA DUST WARNING: FIBER CEMENT PRODUCTS MAY CONTAIN SOME AMOUNTS OF CRYSTALLINE SILICA, A NATURALLY OCCURRING, POTENTIALLY HAZARDOUS MINERAL WHEN AIRBORNE IN DUST FORM. CONSULT PRODUCT SDS OR VISIT HTTPS:HWWW.OSHA.GOV/DSG/TOPIC5/S I LICACRYSTALLI NE/. 3.3 CLEANING AND MAINTENANCE A. REVIEW MANUFACTURER GUIDELINES FOR DETAILED CARE INSTRUCTIONS. END OF SECTION 07423 SECTION 07500 - SINGLE -PLY ROOFING ITP01 PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. THERMOPLASTIC MEMBRANE ROOFING SYSTEM, INCLUDING ALL COMPONENTS SPECIFIED. B. COMPLY WITH THE PUBLISHED RECOMMENDATIONS AND INSTRUCTIONS OF THE ROOFING MEMBRANE MANUFACTURER, AT HTTP://MAN UAL. FSBP.COM. C. COMMENCEMENT OF WORK BY CONTRACTOR SHALL CONSTITUTE ACKNOWLEDGEMENT BY CONTRACTOR THAT T14I5 SPECIFICATION CAN BE SATISFACTORILY EXECUTED, UNDER THE PROJECT CONDITIONS AND WITH ALL NECESSARY PREREQUISITES FOR WARRANTY ACCEPTANCE BY ROOFING MEMBRANE MANUFACTURER. NO MODIFICATION OF THE CONTRACT SUM WILL BE MADE FOR FAILURE TO ADEQUATELY EXAMINE THE CONTRACT DOCUMENTS OR THE PROJECT CONDITIONS. 12 RELATED REQUIREMENTS A. SECTION 06100 - ROUGH CARPENTRY: WOOD NAILERS ASSOCIATED WITH ROOFING AND ROOF INSULATION. 1.3 REFERENCE STANDARDS A. ASTM G1177/CI177M - STANDARD SPECIFICATION FOR GLASS MAT GYPSUM SUBSTRATE FOR USE AS SHEATHING; 2013. B. A5TM GI289 - STANDARD SPECIFICATION FOR FACED RIGID CELLULAR POLYISOGYANURATE THERMAL INSULATION BOARD; 2014. G. ASTM C1549 - STANDARD TEST METHOD FOR DETERMINATION OF SOLAR REFLECTANCE NEAR AMBIENT TEMPERATURE USING A PORTABLE SOLAR REFLECTOMETER; 200q (REAPPROVED 2014). D. ASTM D638 - STANDARD TEST METHOD FOR TENSILE PROPERTIES OF PLASTICS; 2010, E. ASTM D1004 - STANDARD TEST METHOD FOR TEAR RESISTANCE (GRAVES TEAR) OF PLASTIC FILM AND SHEETING; 2013, F. ASTM D6878/D687BM - STANDARD SPECIFICATION FOR THERMOPLASTIC POLYOLEFIN BASED SHEET ROOFING; 2013, G. FM DS 1-28 - WIND DESIGN; FACTORY MUTUAL SYSTEM; 2007. H. FM DS 1-29 - ROOF DECK SECUREMENT AND ABOVE -DECK ROOF COMPONENTS; FACTORY MUTUAL SYSTEM; 2006. I. PS I - STRUCTURAL PLYWOOD; 2009. J. PS 20 - AMERICAN SOFTWOOD LUMBER STANDARD; 2010. K. SPRI ES -I - WIND DESIGN STANDARD FOR EDGE SYSTEMS USED WITH LOW SLOPE ROOFING SYSTEMS; 2011. (ANSI/SPRI/FM 4435/ES-1) 1.4 SUBMITTALS A. PRODUCT DATA: I. PROVIDE MEMBRANE MANUFACTURER'S PRINTED DATA SUFFICIENT TO SHOW THAT ALL COMPONENTS OF ROOFING SYSTEM, INCLUDING INSULATION AND FASTENERS, COMPLY WITH THE SPECIFIED REQUIREMENTS AND WITH THE MEMBRANE MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS FOR THE SYSTEM TYPE SPECIFIED; INCLUDE DATA FOR EACH PRODUCT USED IN CONJUNCTION WITH ROOFING MEMBRANE. B. SAMPLES: SUBMIT SAMPLES OF EACH PRODUCT TO BE USED, C. SHOP DRAWINGS: PROVIDE: 1. THE ROOF MEMBRANE MANUFACTURER'S STANDARD DETAILS CUSTOMIZED FOR THIS PROJECT FOR ALL RELEVANT CONDITIONS, INCLUDING FLASHINGS, BASE TIE-INS, ROOF EDGES, TERMINATIONS, EXPANSION JOINTS, PENETRATIONS, AND DRAINS. 1.5 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: ROOFING INSTALLER SHALL HAVE THE FOLLOWING: 1, CURRENT FIRESTONE RED SHIELD LICENSED CONTRACTOR STATUS, 1.6 DELIVERY, STORAGE AND HANDLING A. DELIVER PRODUCTS IN MANUFACTURER'S ORIGINAL CONTAINERS, DRY AND UNDAMAGED, WITH SEALS AND LABELS INTACT AND LEGIBLE. B. STORE MATERIALS CLEAR OF GROUND AND MOISTURE WITH WEATHER PROTECTIVE COVERING. C. KEEP COMBUSTIBLE MATERIALS AWAY FROM IGNITION SOURCES. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. ACCEPTABLE MANUFACTURER - ROOFING SYSTEM: FIRESTONE BUILDING PRODUCTS LLD, CARMEL, IN: WWW. FIRESTONEBPCO. COM. B. MANUFACTURER OF INSULATION AND COVER BOARDS: SAME MANUFACTURER AS ROOF MEMBRANE (WHERE REQUIRED), C. MANUFACTURER OF METAL ROOF EDGING: SAME MANUFACTURER AS ROOF MEMBRANE, I. FACTORY FABRICATED PRODUCTS MANUFACTURED BY THE COMPANIES LISTED BELOW ARE ACCEPTABLE PROVIDED THEY ARE COMPLETELY EQUIVALENT IN MATERIALS AND PERFORMANCE: a. METAL ERA. 2.2 ROOFING SYSTEM DESCRIPTION A. ROOFING SYSTEM: T14ERMOPLASTIG POLYOLEFIN (TPO) SINGLE -PLY MEMBRANE, 1. MEMBRANE ATTACHMENT: MECHANICALLY FASTENED. 2. WARRANTY: FULL SYSTEM WARRANTY; FIRESTONE 20 YEAR RED SHIELD LIMITED WARRANTY COVERING MEMBRANE, ROOF INSULATION, AND MEMBRANE ACCESSORIES. 3. COMPLY WITH APPLICABLE LOCAL BUILDING CODE REQUIREMENTS - FLORIDA PRODUCT APPROVAL FL 10264 R-12 SYSTEM SC 197 4. PROVIDE ASSEMBLY HAVING UNDERWRITERS LABORATORIES, INC. (UL) CLASS A FIRE HAZARD CLASSIFICATION. 5. PROVIDE A55EMBLY COMPLYING WITH FACTORY MUTUAL CORPORATION (FM) ROOF ASSEMBLY CLASSIFICATION, FM DS 1-28 AND 1-2q, AND MEETING MINIMUM REQUIREMENTS OF FM 1-90 WIND UPLIFT RATING, B. ROOFING SYSTEM COMPONENTS: LISTED IN ORDER FROM THE TOP OF THE ROOF DOWN: 1. MEMBRANE: THICKNESS AS SPECIFIED. 2. INSULATION COVER BOARD: NOT REQUIRED. 3. INSULATION: a. MAXIMUM BOARD THICKNESS: 3.3 INCHES; USE AS MANY LAYERS AS NECESSARY; STAGGER JOINTS IN ADJACENT LAYERS. b. TOTAL R-VALUE OF Iq, MINIMUM. C. BOTTOM LAYER: POLYISOCYANURATE FOAM BOARD, NON -COMPOSITE; LOOSE -LAID, NO ATTACHMENT. d. CRICKETS: TAPERED INSULATION OF SAME TYPE AS SPECIFIED FOR TOP LAYER; SLOPE AS INDICATED. 2.3 MEMBRANE MATERIALS A. MEMBRANE: FLEXIBLE, HEAT WELDABLE SHEET COMPOSED OF THERMOPLASTIC POLYOLEFIN POLYMER AND ETHYLENE PROPYLENE RUBBER; COMPLYING WITH ASTM D6878/1)687811, WITH POLYESTER WEFT INSERTED REINFORCEMENT AND THE FOLLOWING ADDITIONAL CHARACTERISTICS: I. THICKNE55: 0.060 INCH (1.52 MM) PLUS/MINUS 10 PERCENT, WITH COATING THICKNESS OVER REINFORCEMENT OF 0.024 INCH (0,61 MM) PLUS/MINUS 10 PERCENT, 2. COLOR: WHITE (FIELD OF ROOF AREA) 3, COLOR: TAN (PARAPET WALL AREAS) 4, ACCEPTABLE PRODUCT: ULTRAPLY TPO BY FIRESTONE. B. MEMBRANE FASTENERS: TYPE AND SIZE AS REQUIRED BY ROOF MEMBRANE MANUFACTURER FOR ROOFING SYSTEM AND WARRANTY TO BE PROVIDED; USE ONLY FASTENERS FURNISHED BY ROOF MEMBRANE MANUFACTURER, C. CURB AND PARAPET FLASHING: SAME MATERIAL AS MEMBRANE (TAN IN COLOR), WITH ENCAPSULATED EDGE WHICH ELIMINATES NEED FOR SEAM SEALING THE FLASHING -TO -ROOF SPLICE. D. FORMABLE FLASHING: NON -REINFORCED, FLEXIBLE, HEAT WELDABLE SHEET, COMPOSED OF THERMOPLASTIC POLYOLEFIN POLYMER AND ETHYLENE PROPYLENE RUBBER. I. THICKNESS: 0.060 INCH (1.52 MM) PLUS/MINUS 10 PERCENT. 2. COLOR: WHITE. 3. ACCEPTABLE PRODUCT: ULTRAPLY TPO FLASHING BY FIRESTONE. E. TAPE FLASHING: 5-1/2 INCH (140 MM) NOMINAL WIDE TPO MEMBRANE LAMINATED TO CURED RUBBER POLYMER SEAMING TAPE, OVERALL THICKNE55 0.065 INCH (1.6 MM) NOMINAL; TPO QUICK5EAM FLASHING BY FIRESTONE. F. BONDING ADHESIVE: NEOPRENE AND SBR RUBBER BLEND, FORMULATED FOR COMPATIBILITY WITH THE MEMBRANE OTHER SUBSTRATE MATERIALS, INCLUDING MASONRY, WOOD, AND INSULATION FACINGS; ULTRAPLY BONDING ADHESIVE BY FIRESTONE. G. POURABLE SEALER: TWO-PART POLYURETHANE, TWO-COLOR FOR RELIABLE MIXING; POURABLE SEALER BY FIRESTONE. H. SEAM PLATES: STEEL WITH BARBS AND GALVALUME COATING; CORROSION -RESISTANCE COMPLYING WITH FM 4470; HEAVY DUTY SEAM PLATES BY FIRESTONE. I. TERMINATION BARS: ALUMINUM BARS WITH INTEGRAL CAULK LEDGE; 1.3 INCHES (33 MM) WIDE BY 0.10 INCH (2.5 MM) THICK; FIRESTONE TERMINATION BAR BY FIRESTONE. J. CUT EDGE SEALANT: SYNTHETIC RUBBER -BASED, FOR USE WHERE MEMBRANE REINFORCEMENT 15 EXPOSED; ULTRAPLY TPO CUT EDGE SEALANT BY FIRESTONE. K. GENERAL PURPOSE SEALANT: EPDM-BASED, ONE PART, WHITE GENERAL PURPOSE SEALANT; ULTRAPLY TPO GENERAL PURPOSE SEALANT BY FIRESTONE, L. COATED METAL FLASHING AND EDGINGS: GALVANIZED STEEL WITH ROOFING MANUFACTURER'S BONDED TPO COATING; ULTRAPLY TPO COATED METAL BY FIRESTONE, M. MOLDED FLASHING ACCESSORIES: UNREINFORCED TPO MEMBRANE PRE -MOLDED TO SUIT A VARIETY OF FLASHING DETAILS, INCLUDING PIPE BOOTS, INSIDE CORNERS, OUTSIDE CORNERS, ETC.; ULTRAPLY TPO SMALL AND LARGE PIPE FLASHING BY FIRESTONE. N. WATER BLOCK SEAL: BUTYL RUBBER SEALANT FOR USE BETWEEN TWO SURFACES, NOT EXPOSED; WATER BLOCK SEAL BY FIRESTONE. 0, ROOF WALKWAY PADS: NON -REINFORCED TPO WALKWAY PADS, 0.130 INCH (3 MM) BY 30 INCHES (760 MM) BY 40 FEET (12.1q M) LONG WITH PATTERNED TRAFFIC BEARING SURFACE; ULTRAPLY TPO WALKWAY PADS BY FIRESTONE. 2.4 ROOF INSULATION AND COVER BOARDS A. POLYISOCYANURATE BOARD INSULATION: CLOSED CELL POLYISOCYANURATE FOAM WITH BLACK GLASS REINFORCED MAT LAMINATED TO FACES, COMPLYING WITH ASTM CI28q TYPE II CLASS I, WITH THE FOLLOWING ADDITIONAL CHARACTERI5TICS: I. SIZE: 48 INCHES (1220 MM) BY 96 INCHES (2440 MM), NOMINAL. 2. R-VALUE (RSI-VALUE) (LTTR): a. 3,3 INCH THICKNESS: R=19.2 MINIMUM. 3. COMPRESSIVE STRENGTH: 20 PSI (138 KPA) WHEN TESTED IN ACCORDANCE WITH ASTM GI289. 4. ACCEPTABLE PRODUCT: ISO q5+ GL POLYISOCYANURATE INSULATION BY FIRESTONE. B. GYPSUM -BASED COVER BOARD: NOT REQUIRED I. INSULATION FASTENERS: TYPE AND SIZE AS REQUIRED BY ROOF MEMBRANE MANUFACTURER FOR ROOFING SYSTEM AND WARRANTY TO BE PROVIDED; USE ONLY FASTENERS FURNISHED BY ROOF MEMBRANE MANUFACTURER: HEAVY DUTY FASTENERS BY FIRESTONE. 2.5 METAL ACCESSORIES A, METAL ROOF EDGING AND FASCIA: CONTINUOUS METAL EDGE MEMBER SERVING AS TERMINATION OF ROOF MEMBRANE AND RETAINER FOR METAL FASCIA; WATERTIGHT WITH NO EXPOSED FASTENERS; MOUNTED TO ROOF EDGE NAILER. METAL ERA PERMATITE SYSTEM 200 FASCIA 1. WIND PERFORMANCE: a, MEMBRANE PULL -OFF RESISTANCE: 100 LBS/FT (1460 N/M), MINIMUM, WHEN TESTED IN ACCORDANCE WITH AN51/SPRI/FM 4435/E5-1 TEST METHOD RE-1, CURRENT EDITION. 2. DESCRIPTION: TWO-PIECE; EXTRUDED ALUMINUM T-SHAPED EDGE MEMBER SECURING TOP AND BOTTOM EDGES OF FLAT -FACED FORMED METAL FASCIA; METAL ERA . 3. FASCIA MATERIAL AND FINISH: 24 GAGE, 0.024 INCH (0,06 MM) GALVANIZED STEEL WITH KYNAR 500 FINISH IN MANUFACTURER'S STANDARD COLOR; MATCHING CONCEALED JOINT SPLICE PLATES; FACTORY -INSTALLED PROTECTIVE PLASTIC FILM. 2.6 ACCESSORY MATERIALS A. W00D NAILERS: P5 20 DIMENSION LUMBER, STRUCTURAL GRADE NO. 2 OR BETTER SOUTHERN PINE, DOUGLAS FIR; OR PS I, APA EXTERIOR GRADE PLYWOOD; PRE55URE PRESERVATIVE TREATED. 1. WIDTH: 3-1/2 INCHES (90 MM), NOMINAL MINIMUM, OR AS WIDE AS THE NAILING FLANGE OF THE ROOF ACCESSORY TO BE ATTACHED TO IT. 2. THICKNE55: SAME A5 THICKNESS OF ROOF INSULATION. PART S - INSTALLATION 3.1 GENERAL A. INSTALL ROOFING, INSULATION, FLASHINGS, AND ACCESSORIES IN ACCORDANCE WITH ROOFING MANUFACTURER'S PUBLISHED INSTRUCTIONS AND RECOMMENDATIONS FOR THE SPECIFIED ROOFING SYSTEM. WHERE MANUFACTURER PROVIDES NO INSTRUCTIONS OR RECOMMENDATIONS, FOLLOW GOOD ROOFING PRACTICES AND INDUSTRY STANDARDS. COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS. B. OBTAIN ALL RELEVANT INSTRUCTIONS AND MAINTAIN COPIES AT PROJECT 51TE FOR DURATION OF INSTALLATION PERIOD. C. DO NOT START WORK UNTIL PRE -INSTALLATION NOTICE HAS BEEN SUBMITTED TO MANUFACTURER AS NOTIFICATION THAT THIS PROJECT REQUIRES A MANUFACTURER'S WARRANTY. D. PERFORM WORK USING COMPETENT AND PROPERLY EQUIPPED PERSONNEL, E. TEMPORARY CLOSURES, WHICH ENSURE THAT MOISTURE DOES NOT DAMAGE ANY COMPLETED SECTION OF THE NEW ROOFING SYSTEM, ARE THE RESPONSIBILITY OF THE APPLICATOR, COMPLETION OF FLASHINGS, TERMINATIONS, AND TEMPORARY CLOSURES SHALL BE COMPLETED AS REQUIRED TO PROVIDE A WATERTIGHT CONDITION. F. INSTALL ROOFING MEMBRANE ONLY WHEN SURFACES ARE CLEAN, DRY, SMOOTH AND FREE OF SNOW OR ICE; DO NOT APPLY ROOFING MEMBRANE DURING INCLEMENT WEATHER OR WHEN AMBIENT CONDITIONS WILL NOT ALLOW PROPER APPLICATION; CONSULT MANUFACTURER FOR RECOMMENDED PROCEDURES DURING COLD WEATHER, DO NOT WORK WITH SEALANTS AND ADHESIVES WHEN MATERIAL TEMPERATURE IS OUTSIDE THE RANGE OF 60 TO 80 DEGREES F (15 TO 25 DEGREES C). G. PROTECT ADJACENT CONSTRUCTION, PROPERTY, VEHICLES, AND PERSONS FROM DAMAGE RELATED TO ROOFING WORK; REPAIR OR RESTORE DAMAGE CAUSED BY ROOFING WORK. 1. PROTECT FROM SPILLS AND OVER5PRAY FROM BITUMEN, ADHESIVES, SEALANTS AND COATINGS. 2. PARTICULARLY PROTECT METAL, GLASS, PLASTIC, AND PAINTED SURFACES FROM BITUMEN, ADHESIVES, AND SEALANTS WITHIN THE RANGE OF WIND-BORNE OVERSPRAY. 3, PROTECT FINISHED AREAS OF THE ROOFING SYSTEM FROM ROOFING RELATED WORK TRAFFIC AND TRAFFIC BY OTHER TRADES. H. UNTIL READY FOR USE, KEEP MATERIALS IN THEIR ORIGINAL CONTAINERS AS LABELED BY THE MANUFACTURER. 1. CONSULT MEMBRANE MANUFACTURER'S INSTRUCTIONS, CONTAINER LABELS, AND MATERIAL SAFETY DATA SHEETS (MSDS) FOR SPECIFIC SAFETY INSTRUCTIONS. KEEP ALL ADHESIVES, SEALANTS, PRIMERS AND GLEANING MATERIALS AWAY FROM ALL SOURCES OF IGNITION. 3.2 EXAMINATION A. EXAMINE ROOF DECK TO DETERMINE THAT IT 15 SUFFICIENTLY RIGID TO SUPPORT INSTALLERS AND THEIR MECHANICAL EQUIPMENT AND THAT DEFLECTION WILL NOT STRAIN OR RUPTURE ROOF COMPONENTS OR DEFORM DECK. B. VERIFY THAT SURFACES AND SITE CONDITIONS ARE READY TO RECEIVE WORK. CORRECT DEFECTS IN THE SUBSTRATE BEFORE COMMENCING WITH ROOFING WORK, C. EXAMINE ROOF SUBSTRATE TO VERIFY THAT IT 15 PROPERLY SLOPED TO DRAINS. D. VERIFY THAT THE SPECIFICATIONS AND DRAWING DETAILS ARE WORKABLE AND NOT IN CONFLICT WITH THE ROOFING MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS; START OF WORK CONSTITUTES ACCEPTABLE OF PROJECT CONDITIONS AND REQUIREMENTS. E. VERIFY THAT WOOD NAILER5 HAVE BEEN PROPERLY INSTALLED. 3.3 PREPARATION A. TAKE APPROPRIATE MEASURES TO ENSURE THAT FUMES FROM ADHESIVE SOLVENTS ARE NOT DRAWN INTO THE BUILDING THROUGH AIR INTAKES, B. PRIOR TO PROCEEDING, PREPARE ROOF SURFACE 50 THAT IT 15 CLEAN, DRY, AND SMOOTH, AND FREE OF SHARP EDGES, FINS, ROUGHENED SURFACES, LOOSE OR FOREIGN MATERIALS, OIL, GREASE AND OTHER MATERIALS THAT MAY DAMAGE THE MEMBRANE. C. FILL ALL SURFACE VOIDS IN THE IMMEDIATE SUBSTRATE THAT ARE GREATER THAN 1/4 INCH (6 MM) WIDE WITH FILL MATERIAL ACCEPTABLE INSULATION TO MEMBRANE MANUFACTURER. D. SEAL, GROUT, OR TAPE DECK JOINTS, WHERE NEEDED, TO PREVENT BITUMEN SEEPAGE INTO BUILDING. E. WOOD NAILERS: PROVIDE WOOD NAILERS AT ALL PERIMETERS AND OTHER LOCATIONS WHERE INDICATED ON THE DRAWINGS, OF TOTAL HEIGHT MATCHING THE TOTAL THICKNESS OF INSULATION BEING USED, 3.4 INSULATION AND COVER BOARD INSTALLATION A. INSTALL INSULATION IN CONFIGURATION AND WITH ATTACHMENT METHOD(5) SPECIFIED IN PART 2, UNDER ROOFING SYSTEM. B. INSTALL ONLY AS MUCH INSULATION AS CAN BE COVERED WITH THE COMPLETED ROOFING SYSTEM BEFORE THE END OF THE DAY'S WORK OR BEFORE THE ONSET OF INCLEMENT WEATHER. C. LAY ROOF INSULATION IN COURSES PARALLEL TO ROOF EDGES. D. NEATLY AND TIGHTLY FIT INSULATION TO ALL PENETRATIONS, PROJECTIONS, AND NAILERS, WITH GAPS NOT GREATER THAN 1/4 INCH (6 MM). FILL GAPS GREATER THAN 1/4 INGH (6 MM) WITH ACCEPTABLE INSULATION. DO NOT LEAVE THE ROOFING MEMBRANE UNSUPPORTED OVER A SPACE GREATER THAN 1/4 INCH (6 MM). E. MECHANICAL FASTENING: USING SPECIFIED FASTENERS AND INSULATION PLATES ENGAGE FASTENERS THROUGH INSULATION INTO DECK TO DEPTH AND IN PATTERN REQUIRED BY FACTORY MUTUAL FOR FM CLASS SPECIFIED IN PART 2 AND MEMBRANE MANUFACTURER, WHICHEVER IS MORE STRINGENT, 3.5 SINGLE -PLY MEMBRANE INSTALLATION A. BEGINNING AT LOW POINT OF ROOF, PLACE MEMBRANE WITHOUT STRETCHING OVER SUBSTRATE AND ALLOW TO RELAX AT LEAST 30 MINUTES BEFORE ATTACHMENT OR SPLICING; IN COLDER WEATHER ALLOW FOR LONGER RELAX TIME, B. LAY OUT THE MEMBRANE PIECES 50 THAT FIELD AND FLASHING SPLICES ARE INSTALLED TO SHED WATER. C. INSTALL MEMBRANE WITHOUT WRINKLES AND WITHOUT GAPS OR FISHNOUT145 IN SEAMS; BOND AND TEST SEAMS AND LAPS IN ACCORDANCE WITH MEMBRANE MANUFACTURER'S INSTRUCTIONS AND DETAILS. D. INSTALL MEMBRANE MECHANICALLY ATTACHED TO THE SUBSTRATE USING SEAM BATTENS, FASTENERS, AND EDGE SECUREMENT AS SPECIFIED AND AS REQUIRED BY MEMBRANE MANUFACTURERS. E. MECHANICAL ATTACHMENT: INSTALL FASTENERS IN THE SEAMS, COVERED BY MEMBRANE. 1. LAY OUT FASTENERS IN COMPLIANCE WITH FM CLASS SPECIFIED IN PART 2, AS RECOMMENDED BY MEMBRANE MANUFACTURER, AND AS INDICATED, WHICHEVER IS MOST STRINGENT. 2. PROPERLY ENGAGE FASTENERS IN THE DECK WITH HEAD FLUSH WITH THE COUNTERSUNK PORTION OF SEAM PLATE. F. EDGE SECUREMENT: SECURE MEMBRANE AT ALL LOCATIONS WHERE MEMBRANE TERMINATES OR GOES THROUGH AN ANGLE CHANGE GREATER THAN 2 IN 12 INCHES (I:6 ) USING MECHANICALLY FASTENED REINFORCED PERIMETER FASTENING STRIPS, PLATES, OR METAL EDGING AS INDICATED OR AS RECOMMENDED BY ROOFING MANUFACTURER. 1. EXCEPTIONS: ROUND PIPE PENETRATIONS LESS THAN 18 INCHES (460 MM) IN DIAMETER AND SQUARE PENETRATIONS LESS THAN 4 INCHES (200 MM) SQUARE, 2. METAL EDGING 15 NOT MERELY DECORATIVE; ENSURE ANCHORAGE OF MEMBRANE AS INTENDED BY ROOFING MANUFACTURER. 3.6 FLASHING AND ACCESSORIES INSTALLATION A. INSTALL FLASHINGS, INCLUDING LAPS, SPLICES, JOINTS, BONDING, ADHESION, AND ATTACHMENT, AS REQUIRED BY MEMBRANE MANUFACTURER'S RECOMMENDATIONS AND DETAILS. B. METAL ACCESSORIES: INSTALL METAL EDGINGS, GRAVEL STOPS, AND COPINGS IN LOCATIONS INDICATED ON THE DRAWINGS, WITH HORIZONTAL LEG OF EDGE MEMBER OVER MEMBRANE AND FLASHING OVER METAL ONTO MEMBRANE. L FOLLOW ROOFING MANUFACTURER'S INSTRUCTIONS, 2. REMOVE PROTECTIVE PLASTIC SURFACE FILM IMMEDIATELY BEFORE INSTALLATION. 3. INSTALL WATER BLOCK SEALANT UNDER THE MEMBRANE ANCHORAGE LEG. 4, FLASH WITH MANUFACTURER'S RECOMMENDED FLASHING SHEET UNLESS OTHERWISE INDICATED. 5. WHERE SINGLE APPLICATION OF FLASHING WILL NOT COMPLETELY COVER THE METAL FLANGE, INSTALL ADDITIONAL PIECE OF FLASHING TO COVER THE METAL EDGE. 6. IF THE ROOF EDGE INCLUDES A GRAVEL STOP AND SEALANT IS NOT APPLIED BETWEEN THE LAPS IN THE METAL EDGING, INSTALL AN ADDITIONAL PIECE OF SELF-ADHESIVE FLASHING MEMBRANE OVER THE METAL LAP TO THE TOP OF THE GRAVEL STOP; APPLY SEAM EDGE TREATMENT AT THE INTERSECTIONS OF THE TWO FLASHING SECTIONS. 7. WHEN THE ROOF SLOPE 15 GREATER THAN 1:12, APPLY SEAM EDGE TREATMENT ALONG THE BACK EDGE OF THE FLASHING, C, SCUPPERS: SET IN SEALANT AND SECURE TO STRUCTURE; FLASH AS RECOMMENDED BY MANUFACTURER. D. ROOFING EXPANSION JOINTS: INSTALL AS SHOWN ON DRAWINGS AND AS RECOMMENDED BY ROOFING MANUFACTURER, E. FLASHING AT WALLS, CURBS, AND OTHER VERTICAL AND SLOPED SURFACES: INSTALL WEATHERTIGHT FLASHING AT ALL WALLS, CURBS, PARAPETS, CURBS, SKYLIGHTS, AND OTHER VERTICAL AND SLOPED SURFACES THAT THE ROOFING MEMBRANE ABUTS T0; EXTEND FLASHING AT LEAST 8 INCHES (200 MM) HIGH ABOVE MEMBRANE SURFACE. 1. USE THE LONGEST PRACTICAL FLASHING PIECES. 2. EVALUATE THE SUBSTRATE AND OVERLAY AND ADJUST INSTALLATION PROCEDURE IN ACCORDANCE WITH MEMBRANE MANUFACTURER'S RECOMMENDATIONS. 3. COMPLETE THE SPLICE BETWEEN FLASHING AND THE MAIN ROOF SHEET WITH SPECIFIED SPLICE ADHESIVE BEFORE ADHERING FLASHING TO THE VERTICAL SURFACE. 4. PROVIDE TERMINATION DIRECTLY TO THE VERTICAL SUBSTRATE AS SHOWN ON ROOF DRAWINGS. F. ROOF DRAINS: 1. TAPER INSULATION AROUND DRAIN TO PROVIDE SMOOTH TRANSITION FROM ROOF SURFACE TO DRAIN. USE SPECIFIED PRE -MANUFACTURED TAPERED INSULATION WITH FACER OR SUITABLE BONDING SURFACE TO ACHIEVE SLOPE; SLOPE NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 2. POSITION MEMBRANE, THEN GUT A HOLE FOR ROOF DRAIN TO ALLOW 1/2 TO 3/4 INCH (12 TO 19 MM) OF MEMBRANE TO EXTEND INSIDE CLAMPING RING PAST DRAIN BOLTS, 3. MAKE ROUND HOLES IN MEMBRANE TO ALIGN WITH CLAMPING BOLTS; DO NOT CUT MEMBRANE BACK TO BOLT HOLES. 4. APPLY SEALANT ON TOP OF DRAIN BOWL WHERE CLAMPING RING SEATS BELOW THE MEMBRANE 5. INSTALL ROOF DRAIN CLAMPING RING AND CLAMPING BOLTS; TIGHTEN CLAMPING BOLTS TO ACHIEVE CONSTANT COMPRESSION. G. FLASHING AT PENETRATIONS: FLASH ALL PENETRATIONS PASSING THROUGH THE MEMBRANE; MAKE FLASHING SEALS DIRECTLY 70 THE PENETRATION. I. PIPES, ROUND SUPPORTS, AND SIMILAR ITEMS: FLASH WITH SPECIFIED PRE -MOLDED PIPE FLASHINGS WHEREVER PRACTICAL; OTHERW15F USE SPECIFIED SELF -CURING ELASTOMERIC FLASHING. 2. PIPE CLUSTERS AND UNUSUAL SHAPED PENETRATIONS: PROVIDE PENETRATION POCKET AT LEAST 2 INCHES (50 MM) DEEP, WITH AT LEAST IINCH (25 MM) CLEARANCE FROM PENETRATION, SLOPED TO SHED WATER. 3, STRUCTURAL STEEL TUBING: IF CORNER RADII ARE GREATER THAN 1/4 INCH (6 MM) AND LONGEST SIDE OF TUBE DOES NOT EXCEED 12 INCHES (305 MM), FLASH AS FOR PIPES; OTHERWISE, PROVIDE A STANDARD CURB WITH FLASHING. 4. FLEXIBLE AND MOVING PENETRATIONS: PROVIDE WEATHERTIGHT GOOSENECK SET IN SEALANT AND SECURED TO DECK, FLASHED AS RECOMMENDED BY MANUFACTURER. 5. HIGH TEMPERATURE SURFACES: WHERE THE IN-SERVICE TEMPERATURE 15, OR IS EXPECTED TO BE, IN EXCESS OF 180 DEGREES F (82 DEGREES C), PROTECT THE ELASTOMERIC COMPONENTS FROM DIRECT CONTACT WITH THE HOT SURFACES USING AN INTERMEDIATE INSULATED SLEEVE AS FLASHING SUBSTRATE AS RECOMMENDED BY MEMBRANE MANUFACTURER. 3.7 FINISHING AND WALKWAY INSTALLATION A. INSTALL WALKWAYS AT ACCESS POINTS TO THE ROOF, AROUND ROOFTOP EQUIPMENT THAT MAY REQUIRE MAINTENANCE, AND WHERE INDICATED ON THE DRAWINGS. 1. USE SPECIFIED WALKWAY PADS UNLESS OTHERWISE INDICATED. B. WALKWAY PADS: ADHERE TO THE ROOFING MEMBRANE, SPACING EACH PAD AT MINIMUM OF 1.0 INCH (25 MM) AND MAXIMUM OF 3.0 INCHES (75 MM) FROM EACH OTHER TO ALLOW FOR DRAINAGE. 1, IF INSTALLATION OF WALKWAY PADS OVER FIELD FABRICATED SPLICES OR WITHIN 6 INCHES (150 MM) OF A SPLICE EDGE CANNOT BE AVOIDED, ADHERE ANOTHER LAYER OF FLASHING OVER THE SPLICE AND EXTENDING BEYOND THE WALKWAY PAD A MINIMUM OF 6 INCHES (150 MM) ON EITHER SIDE. 2. PRIME THE MEMBRANE, REMOVE THE RELEASE PAPER ON THE PAD, PRESS IN PLACE, AND WALK ON PAD TO ENSURE PROPER ADHESION. 3.8 FIELD QUALITY CONTROL. A. INSPECTION BY MANUFACTURER: PROVIDE FINAL INSPECTION OF THE ROOFING SYSTEM BY A TECHNICAL REPRESENTATIVE EMPLOYED BY ROOFING SYSTEM MANUFACTURER SPECIFICALLY TO INSPECT INSTALLATION FOR WARRANTY PURPOSES (I.E. NOT A SALES PERSON). B. PERFORM ALL CORRECTIONS NECESSARY FOR ISSUANCE OF WARRANTY. 3.9 CLEANING A. CLEAN ALL CONTAMINANTS GENERATED BY ROOFING WORK FROM BUILDING AND SURROUNDING AREAS, INCLUDING BITUMEN, ADHESIVES, SEALANTS, AND COATINGS. B. REPAIR OR REPLACE BUILDING COMPONENTS AND FINISHED SURFACES DAMAGED OR DEFACED DUE TO THE WORK OF THIS SECTION; COMPLY WITH RECOMMENDATIONS OF MANUFACTURERS OF COMPONENTS AND SURFACES. C, REMOVE LEFTOVER MATERIALS, TRASH, DEBRIS, EQUIPMENT FROM PROJECT SITE AND SURROUNDING AREAS. 3.10 PROTECTION A. WHERE CONSTRUCTION TRAFFIC MUST CONTINUE OVER FINISHED ROOF MEMBRANE, PROVIDE DURABLE PROTECTION AND REPLACE OR REPAIR DAMAGED ROOFING TO ORIGINAL CONDITION. END OF SECTION 075M AOO a % A. I f SECTION 07710 - MANUFACTURED ROOF SPECIALTIES PART 1 - GL91111m 1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA, SHOP DRAWINGS, AND COLOR SAMPLES. B. PROVIDE PRODUCTS THAT COMPLY WITH APPLICABLE REQUIREMENTS OF SMACNA'S "ARCHITECTURAL SHEET METAL MANUAL," UNLESS OTHERWISE INDICATED. PART 2 - PRODUCTS 2.1 ROOF SPECIALTIES A. ALUMINUM COPINGS: SEE DRAWINGS AND PROPOSE MANUF. FOR OWNERS REP. APPROVAL. B. ALUMINUM FASCIA: SEE DRAWINGS AND PROPOSE MANUF. FOR OWNERS REP. APPROVAL. C. ALUMINUM GRAVEL STOPS: SEE DRAWINGS AND PROPOSE MANUF. FOR OWNERS REP. APPROVAL. D. ALUMINUM GUTTERS AND DOWNSPOUTS: SEE DRAWINGS AND PROPOSE MANUF. FOR OWNERS REP. APPROVAL. E. ALUMINUM METAL SHEET: PRE FINISHED PART S - EfECUTION 3.1 INSTALLATION A. COORDINATE WITH INSTALLATION OF ROOF DECKS AND OTHER SUBSTRATES TO PRODUCE A WATERTIGHT A55EMBLY CAPABLE OF WITHSTANDING INWARD AND OUTWARD LOADING PRESSURES, AND THERMAL AND LATERAL LOADS. B. COAT BACK 51DE OF ALL ROOF SPECIALTIES WITH BITUMINOUS COATING WHERE THEY WILL CONTACT WOOD, FERROUS METAL, OR CEMENTITIOUS CONSTRUCTION, C. EXPANSION PROVISIONS: INSTALL RUNNING LENGTHS TO ALLOW CONTROLLED EXPAN51ON FOR MOVEMENT OF METAL COMPONENTS, TO PREVENT WATER LEAKAGE, DEFORMATION, OR DAMAGE. END OF SECTION 07710 SECTION 07720 - ROOF ACCESSORIES PART I - GENERAL 1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA, SHOP DRAWINGS, AND COLOR SAMPLES. PART 2 - PRODUCTS 2.1 MATERIALS A. ALUMINUM SWEET: A5TM B 20q (ASTM B 20gM), ALGLAD ALLOY 30051425, OR ALLOY AND TEMPER REQUIRED TO SUIT FORMING OPERATIONS, WITH MILL FINISH, UNLESS OTHERWI5E INDICATED. B. EXTRUDED ALUMINUM: ASTM B 221 (ASTM B 221M), ALLOY 6%3-T52, OR ALLOY AND TEMPER REQUIRED TO SUIT STRUCTURAL AND FINISH REQUIREMENTS, WITH MILL FINISH, UNLESS OTHERWISE INDICATED. C. GALVANIZED STEEL SWEET: ASTM A 653/A 653M, G90 (Z275). 2.2 ROOF ACCESSORIES A. ROOF CURBS AND EQUIPMENT SUPPORTS: FABRICATE FROM .0747-INCH- (I.g-MM-) THICK, GALVANIZED STRUCTURAL STEEL; FACTORY PRIMED AND PREPARED FOR PAINTING WITH WELDED OR SEALED MECHANICAL CORNER JOINTS. I. PROVIDE UNITS WITH CANT STRIPS AND BASE PROFILE COORDINATED WITH ROOF INSULATION THICKNESS AND ROOF DECK SLOPE. 2. PROVIDE PRESERVATIVE -TREATED WOOD NAILERS AT TOPS OF CURBS. 3. PROVIDE MANUFACTURER'S STANDARD RIGID OR SEMIRIGID INSULATION, 4. SEE DRAWINGS AND PROPOSE FOR OWNERS REP. APPROVAL. B. LOW -PROFILE GRAVITY VENTILATORS: FABRICATE FROM GALVANIZED STEEL SHEET WITH HIGH-PERFORMANCE ORGANIC FINISH. I. PROVIDE UNITS WITH INTEGRAL DOUBLE -WALL CURB, WITH MINIMUM I -INCH- (25-MM-) THICK, GLASS -FIBER BOARD INSULATION, AND WITH MINIMUM 3-INCH (75-MM) ROOF FLANGES. 2. PROVIDE BIRD SCREENS FABRICATED FROM 1/2-INCH- (13-MM-) SQUARE MESH, 0.062-INCH- (1.6-MM-) DIAMETER, STAINLESS -STEEL WIRE. 3. SEE DRAWINGS, PROPOSE FOR OWNERS REP. APPROVAL. D. RIDGE VENT: HIGH -DENSITY POLYPROPYLENE, NONWOVEN MODIFIED POLYESTER, OR OTHER UV -STABILIZED PLASTIC DESIGNED TO BE INSTALLED UNDER ASPHALT SHINGLES AT RIDGE, PARTS - MflaITION 3.1 INSTALLATION A. INSTALLATION: UNLESS OTHERWISE INDICATED, INSTALL ROOF ACCESSORY ITEMS ACCORDING TO CONSTRUCTION DETAILS OF NRCA'S "ROOFING AND WATERPROOFING MANUAL." COORDINATE WITH INSTALLATION OF ROOF DECK, VAPOR BARRIERS, ROOF INSULATION, ROOFING, AND FLASHING TO ENSURE COMBINED ELEMENTS ARE SECURE, WATERPROOF, AND WEATHERTIGHT. END OF SECTION 07720 SECTION 07920 - JOINT SEALANTS PART I - GENERAL 1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA AND COLOR SAMPLES. PART 2 - PRODUCT'S 2.1 JOINT SEALANTS A, COMPATIBILITY: PROVIDE JOINT SEALANTS, JOINT FILLERS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER SERVICE AND APPLICATION CONDITIONS. B. ELASTOMERIC SEALANTS: COMPLY WITH ASTM C 920. I. SINGLE -COMPONENT, NEUTRAL -CURING SILICONE SEALANT, TYPE S; GRADE NS; CLASS 25; USES T, M, AND 0, WITH THE ADDITIONAL CAPABILITY TO WITHSTAND 100 PERCENT MOVEMENT IN EXTENSION AND 50 PERCENT MOVEMENT IN GOMPRES51ON FOR A TOTAL OF 150 PERCENT MOVEMENT, USE FOR BUILDING EXPANSION JOINTS. 2. SINGLE -COMPONENT, NONSAG POLYSULFIDE SEALANT, TYPE Si GRADE N5; CLA55 12-1/21 USES NT, M, G, A, AND 0, FOR GENERAL EXTERIOR USE. 3. SINGLE -COMPONENT, NEUTRAL -CURING SILICONE SEALANT, TYPE 5; GRADE NS; CLASS 25; USES T, NT, M, G, A, AND 0, FOR GENERAL EXTERIOR USE. 4. SINGLE -COMPONENT, NONSAG URETHANE SEALANT, TYPE 5; GRADE NS; CLASS 25; AND USES NT, M, A, AND 0. FOR GENERAL EXTERIOR USE. 5. SINGLE -COMPONENT, POURABLE URETHANE SEALANT, TYPE S; GRADE P; CLASS 25; USES T, M, G, A, AND 0. USE FOR EXTERIOR TRAFFIC -BEARING JOINTS. 6. SINGLE -COMPONENT, MILDEW -RESISTANT SILICONE SEALANT, TYPE 5; GRADE NS; CLASS 25; USES NT, G, A, AND 0; FORMULATED WITH FUNGICIDE. USE FOR INTERIOR SEALANT JOINTS IN CERAMIC TILE, STONE, AND OTHER HARD SURFACES IN KITCHENS AND TOILET ROOM$ AND AROUND PLUMBING FIXTURES. C. LATEX SEALANT: SINGLE -COMPONENT, NONSAG, MILDEW -RESISTANT, PAINTABLE, ACRYLIC -EMULSION SEALANT COMPLYING WITH ASTM C 834, FOR INTERIOR USE ONLY AT PERIMETERS OF DOOR AND WINDOW FRAMES, PARTS - 0121WION 3.1 INSTALLATION A. COMPLY WITH ASTM C 11%. B. COMPLY WITH ASTM C qlq FOR USE OF JOINT SEALANTS IN ACOUSTICAL APPLICATIONS. END OF SECTION 07g20 SECTION 08110 - STEEL DOORS AND FRAMES PART I - GRA RAL 1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA AND DOOR SCHEDULE, B. COMPLY WITH ANSI/5DI 100. G. FIRE -RATED DOOR ASSEMBLIES: NFPA 80, TESTED PER ASTM E 152, AND LABELED AND LISTED BY UL, ITS, OR ANOTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. PART 2 - PRODUCM 2.1 MATERIALS A. HOT -ROLLED STEEL SHEETS: ASTM A 569/A 56CIM. B. COLD -ROLLED STEEL SHEETS: A5TM A 366/A 366M OR ASTM A 620/A 620M. C. GALVANIZED STEEL SHEETS: ASTM A 653/A 653M, COMMERCIAL STEEL, OR ASTM A 642/A 642M, DRAWING QUALITY, WITH A60 OR G60 (ZF160 OR ZI80) COATING DESIGNATION, MILL PHOSPHATIZED. 2.2 STEEL DOORS AND FRAMES A. PROVIDE STEEL DOORS AND FRAMES MANUFACTURED BY STEELCRAFT, CURRIES, CECO OR ARCHITECT APPROVED EQUIVALENT B. STEEL DOORS: 1-3/4-INCH- (44-MM-) THICK OF MATERIALS AND ANSI/SDI 100 GRADES AND MODELS INDICATED ON DRAWINGS, SCHEDULES OR IF NOT SHOWN - PROPOSE FOR OWNERS REP. APPROVAL. I. INTERIOR DOORS: GRADE II, HEAVY-DUTY, MODEL 2, SEAMLESS DESIGN, MINIMUM 0.0476-INCH- (1,2-MM-) THICK, COLD -ROLLED STEEL SHEET FACES, 2. EXTERIOR DOORS: GRADE III, EXTRA HEAVY-DUTY, MODEL 2, SEAMLESS DESIGN, MINIMUM 0.0635-INCH- (1.6-MM-) THICK, GALVANIZED STEEL SHEET FACES. C. DOOR SILENCERS: THREE ON STRIKE JAMBS OF SINGLE -DOOR FRAMES AND TWO ON HEADS OF DOUBLE -DOOR FRAMES. D. PLASTER GUARDS: PROVIDE WHERE MORTAR MIGHT OBSTRUCT HARDWARE OPERATION AND TO CLOSE OFF INTERIOR OF OPENINGS. E. FABRICATE STEEL FRAMES TO BE RIGID, NEAT IN APPEARANCE, AND FREE FROM DEFECTS, WARP, OR BUCKLE. I. EXTERIOR FRAMES: FABRICATE WITH MITERED OR COPED AND CONTINUOUSLY WELDED CORNERS, FORMED FROM 0.0635-INCH- (1.6-MM-) THICK, GALVANIZED STEEL SHEET. F. PREPARE DOORS AND FRAMES TO RECEIVE MORTISED AND CONCEALED HARDWARE ACCORDING TO SDI 107. G. PRIME COAT: GALVANIZED STEEL, FS TT-P-641, TYPE II ZINC -DUST, ZINC -OXIDE PRIMER. PART 5 - MaKI M 3.1 INSTALLATION A. PLACE STEEL FRAMES TO COMPLY WITW SDI 105. B. INSTALL STEEL DOORS ACCURATELY IN FRAMES, WITHIN CLEARANCES SPECIFIED IN ANSI/SDI 100. 1, FIRE -RATED DOORS: INSTALL WITH CLEARANCES SPECIFIED IN NFPA 80. 2. SMOKE -CONTROL DOORS: COMPLY WITH NFPA 105, C. PRIME COAT REPAIR: IMMEDIATELY AFTER ERECTION, SAND SMOOTH ANY RUSTED OR DAMAGED AREAS OF PRIME COAT AND REPAIR FINISH WITH COMPATIBLE AIR -DRYING PRIMER. END OF SECTION 08110 ECTION 08411 - ALUMINUM FRAMED STOREFRONTS PART I - GONFRAL 1.1 SECTION RFQUIRFMFNTS A. STRUCTURAL PERFORMANCE: PROVIDE SYSTEMS, INCLUDING ANCHORAGE, CAPABLE OF WITHSTANDING MIN. CODE COMPLIANT LOADS. 1. MAIN -FRAMING -MEMBER DEFLECTION: LIMITED TO 1/175 OF CLEAR SPAN WITH A SAFETY FACTOR OF 1.65 2. STRUCTURAL -TESTING: SYSTEMS TESTED ACCORDING TO ASTM E 330 AT 150 SAFETY FACTOR> PERCENT OF INWARD AND OUTWARD WIND -LOAD DESIGN PRESSURES DO NOT EVIDENCE MATERIAL FAILURES, STRUCTURAL DISTRESS, DEFLECTION FAILURES, OR PERMANENT DEFORMATION OF MAIN FRAMING MEMBERS EXCEEDING 0.2 PERCENT OF CLEAR SPAN. B. AIR INFILTRATION: LIMITED TO 0.06 CFM/SQ. FT. (0.3 L/S PER SQ. M) OF SYSTEM SURFACE AREA WHEN TESTED ACCORDING TO ASTM E 283 AT A STATIC -AIR -PRESSURE DIFFERENCE OF THE INDUSTRY STD. C. WATER PENETRATION: SYSTEMS DO NOT EVIDENCE WATER LEAKAGE WHEN TESTED ACCORDING TO ASTM E 331 AT MINIMUM DIFFERENTIAL PRESSURE OF 20 PERCENT OF INWARD ACTING WIND LOAD DESIGN PRESSURE BUT NOT LESS THAN THE INDUSTRY STANDARD (8 PERCENT). D. AVERAGE U-VALUE: NOT MORE THAN AS INDICATED ON MECH, PLANS AND PER AAMA 1503.1. E. SUBMITTALS: PRODUCT DATA, SHOP DRAWINGS, AND COLOR SAMPLES. 1, FOR ENTRANCE SYSTEMS, INCLUDE HARDWARE SCHEDULE AND LOCATIONS. PART 2 - FIRMUC S 2.1 ALUMINUM -FRAMED STOREFRONTS A. PROVIDE YKK YHS BO III SERIES, (IMPACT RATED) W/ 2 W X 13" FRAME COMPONENTS OR ARCHITECT APPROVED EQUAL B. ALUMINUM: A5TM B 20g (ASTM B 20gM) SHEET; ASTM B 221 (ASTM B 221M) EXTRUSIONS. C. GLAZING: REFER TO NOTES ON DRAWINGS. D. SEALANTS AND JOINT FILLERS: FOR JOINTS AT PERIMETER OF SYSTEMS AS SPECIFIED IN DIVISION 7 SECTION "JOINT SEALANTS." E. DOORS: YKK AP AMNUCA, W HD DOOR, MEDIUM STYLE THICK GLAZED DOORS WITH MINIMUM 0.125-INCH (3.2-MM) THICK, EXTRUDED TUBULAR RAIL AND STILE MEMBERS, MECHANICALLY FASTENED CORNERS WITH REINFORCING BRACKETS THAT ARE DEEP PENETRATION AND FILLET WELDED OR THAT INCORPORATE CONCEALED TIE -RODS, SNAP -ON EXTRUDED -ALUMINUM GLAZING STOPS, AND PREFORMED GASKETS. 1, INTERIOR DOORS: PROVIDE ANSI/BHMA A156.16 SILENCERS, THREE ON STRIKE JAMB OF SINGLE -DOOR FRAMES AND TWO ON HEAD OF DOUBLE -DOOR FRAMES. 2. EXTERIOR DOORS: PROVIDE COMPRESSION WEATHER STRIPPING AT FIXED STOPS. AT OTHER LOCATIONS, PROVIDE SLIDING WEATHER STRIPPING RETAINED IN ADJUSTABLE STRIP MORTISED INTO DOOR EDGE. 3. HARDWARE: SEE HARDWARE SCHEDULE ON DRAWINGS. F. FASTENERS AND ACCESSORIES: COMPATIBLE WITH ADJACENT MATERIALS, CORROSION -RESISTANT, NONSTAINING, AND NONBLEEDING. USE CONCEALED FASTENERS EXCEPT FOR APPLICATION OF DOOR HARDWARE, G. FABRICATION: FABRICATE FRAMING IN PROFILES INDICATED FOR FLUSH GLAZING (WITHOUT PROJECTING STOPS). PROVIDE SUBFRAMEB AND REINFORCING OF TYPES INDICATED OR, IF NOT INDICATED, AS REQUIRED FOR A COMPLETE SYSTEM. FACTORY ASSEMBLE COMPONENTS TO GREATEST EXTENT POSSIBLE. DISASSEMBLE COMPONENTS ONLY AS NECESSARY FOR SHIPMENT AND INSTALLATION. 1. DOOR FRAMING: REINFORCE TO SUPPORT IMPOSED LOADS. FACTORY ASSEMBLE DOOR AND FRAME UNITS AND FACTORY INSTALL HARDWARE TO GREATEST EXTENT POSSIBLE, REINFORCE DOOR AND FRAME UNITS FOR HARDWARE INDICATED. CUT, DRILL, AND TAP FOR FACTORY -INSTALLED HARDWARE BEFORE FINISHING COMPONENTS. CLASS I ANODIC FINISHES BELOW ARE HEAVIER THAN CLASS 11 FINISHES AND ARE RECOMMEND FOR EXTERIOR APPLICATIONS. H. ALUMINUM FINISH: COMPLY WITH NAAMMS "METAL FINISHES MANUAL FOR ARCHITECTURAL AND METAL PRODUCTS." AS PER DRAWINGS AND AS PER OWNERS REP. REQUIREMENTS. 1. COLOR: SEE DRAWINGS. PART 8 - EX6OtTION 3.1 INSTALLATION A. ISOLATE METAL SURFACES IN CONTACT WITH INCOMPATIBLE METAL OR CORROSIVE SUBSTRATES, INCLUDING WOOD, BY PAINTING CONTACT SURFACES WITH BITUMINOUS COATING OR PRIMER, OR BY APPLYING SEALANT OR TAPE RECOMMENDED BY MANUFACTURER. B. INSTALL COMPONENTS TO PROVIDE A WEATHERPROOF SYSTEM. C. INSTALL FRAMING COMPONENTS TRUE IN ALIGNMENT WITW ESTABLISHED LINES AND GRADES TO THE FOLLOWING TOLERANCES: I. VARIATION FROM PLANE: LIMIT TO 1/8 INCH IN 12 FEET (3 MM IN 3.7 M); 1/4 INCH (6 MM) OVER TOTAL LENGTH. 2. ALIGNMENT: FOR SURFACES ABUTTING IN LINE, LIMIT OFFSET TO 1/I6 INCH (1.5 MM). FOR SURFACES MEETING AT CORNERS, LIMIT OFFSET TO 1/32 INCH (0.8 MM). 3, DIAGONAL MEASUREMENTS: LIMIT DIFFERENCE BETWEEN DIAGONAL MEASUREMENTS TO I/B INCH (3 MM). D. INSTALL DOORS WITHOUT WARP OR RACK. ADJUST DOORS AND HARDWARE TO PROVIDE TIGHT FIT AT CONTACT POINTS AND SMOOTH OPERATION. END OF SECTION OB411 SECTION 08710 - DOOR HARDWARE PART I - GENERAL 1.1 SECTION REQUIREMENTS A. SUBMITTALS: HARDWARE SCHEDULE, B. DELIVER KEYS TO OWNER. C. FOR FIRE -RATED OPENINGS PROVIDE HARDWARE TESTED AND LISTED BY UL OR FM (NFPA 80). ON EXIT DEVICES PROVIDE UL OR FM LABEL INDICATING "FIRE EXIT HARDWARE." PART 2 - PRODUCTS 2.1 HARDWARE A. HINGES: PROVIDE THE FOLLOWING: 1. STAINLESS -STEEL OR BRASS/BRONZE HINGES WITH STAINLESS -STEEL PINS FOR EXTERIOR. 2. NONREMOVABLE HINGE PINS FOR EXTERIOR AND PUBLIC INTERIOR EXPOSURE. 3. THREE HINGES FOR 1-3/4-INCH- (45-MM-) THICK DOORS 90 INCHES (2300 MM) OR LESS IN HEIGHT; FOUR HINGES FOR DOORS MORE THAN 90 INCHES (2300 MM) IN HEIGHT. B. LOCKSETS AND LATCHSETS AS FOLLOWS: I. BHMA AI56.2, SERIES 4000, GRADE (A5 PER OWNERS REP.) FOR BORED LOCKS AND LATCHES. 2. BHMA AI56.3, GRADE 1 FOR EXIT DEVICES. 3. BHMA AI56.5, GRADE (AS PER OWNERS REP.) FOR AUXILLIARY LOCKS, 4. BHMA AI56.12, SERIES 5000, GRADE (AS PER OWNERS REP.) FOR INTERCONNECTED LOCKS AND LATCHES. 5. BHMA A156.13, SERIES 1000, GRADE (AS PER OWNERS REP.) FOR MORTISE LOCKS AND LATCHES. 6. LEVER HANDLES ON LOGKSETS AND LATCHSETS, (AS PER OWNERS REP.). 7. PROVIDE TRIM ON EXIT DEVICES MATCHING LOCK5ET5. C. KEY LOCKS TO OWNER'S NEW MASTER -KEY SYSTEM, 1. CYLINDERS WITH SIX -PIN TUMBLERS AND REMOVABLE CORES. 2. PROVIDE CYLINDERS FOR STOREFRONT DOORS, AND OTHER LOCKING DOORS THAT DO NOT REQUIRE OTHER HARDWARE. 3. PROVIDE CONSTRUCTION KEYING. 4, PROVIDE KEY CONTROL SYSTEM, INCLUDING CABINET. D. CLOSERS: PROVIDE THE FOLLOWING: 1. MOUNT CLOSERS ON INTERIOR SIDE (ROOM SIDE) OF DOOR OPENING. PROVIDE REGULAR -ARM, PARALLEL -ARM, OR TOP -JAMB -MOUNTED CLOSERS AS NECESSARY, 2, ADJUSTABLE DELAYED OPENING (ACCESSIBLE TO THE DISABLED) FEATURE ON CLOSERS. E. PROVIDE WALL STOPS OR FLOOR STOPS FOR DOORS WITHOUT CLOSERS, F. PROVIDE HARDWARE FINISHES AS FOLLOWS: 1. HINGES: MATCHING FINISH OF LOCKSET/LATCH5ET. 2, LOCKSETS, LATCHSETS, AND EXIT DEVICES: SATIN CHROME PLATED. 3. CLOSERS: MATCHING FINISH OF LOCKSET/LATCHSET. 4. OTHER HARDWARE: MATCHING FINISH OF LOCKSET/LATCHSET. PART 3 - EXECUTION 3.1 INSTALLATION A. MOUNT HARDWARE IN LOCATIONS RECOMMENDED BY THE DOOR AND HARDWARE INSTITUTE, UNLESS OTHERWISE INDICATED. 3.2 HARDWARE SCHEDULE A. HARDWARE - SEE PLANS. END OF SECTION 08710 SECTION 08800 - GLAZING PART 1 - Q3NW 1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA AND 12-INCW- (300-MM-) SQUARE SAMPLES. B. COMPLY WITH WRITTEN INSTRUCTIONS OF GLASS PRODUCT MANUFACTURERS; GANA'S "GLAZING MANUAL;" AND PUBLICATIONS OF GANA, AAMA, AND SIGMA AS APPLICABLE TO PRODUCTS INDICATED, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED. G. GLASS AND GLAZING WORK INCLUDES STOREFRONT AND ENTRANCE GLAZING (NOT INDICATED AS PRE -GLAZED, HURRICANE RESISTANT GLASS, 1.2 SYSTEM PERFORMANCE A. PROVIDE GLASS AND GLAZING THAT WILL WITHSTAND NORMAL TEMPERATURE CHANGES, WIND LOADING, IMPACT LOADING, ETC, WITHOUT BREAKAGE OF GLASS, FAILURE OF SEALS AND LOSS OF AIR -TIGHTNESS AND WATER -TIGHTNESS 1.3 QUALITY ASSURANCE A. COMPLY WITH RECOMMENDATIONS OF THE FLAT GLASS MARKETING ASSOCIATION "GLAZING MANUAL" AND "SEALANT MANUAL" B. COMPLY WITH INSULATED GLASS MANUFACTURER'S A55XIATION (SIGMA) #65-7-2 G. HURRICANE / IMPACT RESISTANT GLAZING SYSTEM: MUST PASS DADE AND BROWARD COUNTY HURRICANE CYCLING AND IMPACT TESTS AND COMPLY WITH AN51 Z97.1 AND CPSC CATEGORY II D. WARRANTY: PROVIDE WRITTEN WARRANTY COVERING MANUFACTURER DEFECTS, SIGNED BY THE MANUFACTURER, FOR THE PERIODS STATED BELOW AFTER SUBSTANTIAL COMPLETION I. INSULATED GLA55: MANUFACTURER'S STANDARD TEN-YEAR MINIMUM PERIOD 2. FLOAT GLASS: MANUFACTURER'S STANDARD FIVE -TEAR MINIMUM PERIOD 3. LAMINATED GLASS: MANUFACTURER'S STANDARD FOUR-YEAR MINIMUM PERIOD PART 2 - PRODUCM 2.0 MANUFACTURERS A. SUBJECT TO COMPLIANCE WITH REEQUIREMENTS, PROVIDE PRODUCTS BY ZELEDYNE GLASS PRODUCTS, PPG INDUSTRIES (GLA55 GROUP), GUARDIAN INDUSTRIES CORP., VIRACON INC. B. HURRICANE / IMPACT RES15TANT GLASS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ARCH ALUMINUM AND GLASS CO., INC, GLA551-AM, N.G.I., INSULGARD CORP., INTERPANE, SAFLEX, VIRACON, INC. 2.1 GLASS PRODUCTS A.1/4" CLEAR TEMPERED FLOAT GLASS: GRADE B (FULLY TEMPERED), STYLE I (UNCOATED SURFACES), TYPE I, QUALITY 0, CLASS I e. HIN4t16ANE / imACT RawANT GLAft I wl INSULATED, LAMINATED GLA►9d CON618TINT, OF " V4' TEMPERED GLASS, L>'2' AIR SPACE, 2 LAYERS OF V.f HEAT 0lVR 'IWW GLASS LAMINATED T10GETHER NM A TEST COMPLIANT INTPRLAYER. I. ACCEPTABLE PRODUCTS: ARCH ALUMINUM IMPACT RESISTANT GLASS, GLASSLAM N.G.I., INC.; SAFETY PLUS, INSULGARD CORP.; COASTGARD, INTERPANR GLASS; SECUREPLANE, SAFLEX HURRICANE IMPACT RESISTANT GLASS, VIRACON; HRG-2. 2. PERFORMANCE CHARACTERISTICS: a. V15113LE LIGHT TRANSMITTANCE: 65 TO 67 PERCENT b. VISA13LE LIGHT REFLECTANCE: 6 TO 7 PERCENT c. TOTAL SOLAR ENERGY TRANSMITTANCE: 34 TO 36 PERCENT d. TOTAL SOLAR ENERGY REFLECTANCE: 5 TO 7 PERCENT e. UV TRANSMITTANCE: 14 TO 16 PERCENT f. SUMMER U-VALUE: 1,11 g. WINTER U-VALUE: I.Oq h. SOLAR HEAT GAIN COEFFICIENT: 0.51 I. SHADING COEFFICIENT: 0.5g TO 0.60 2.2 GLAZING GASKETS / TAPE A. GLAZING GASKETS: ASTM C864, RESILIENT POLYVINYL CHLORIDE, EXTRUDED SHAPE TO FIT GLAZING CHANNEL RETAINING SLOT; BLACK COLOR. B. GLAZING TAPE: CLOSED CELL POLYVINYL CHLORIDE FOAM, MAXIMUM WATER ABSORPTION BY VOLUME 2 PERCENT, DESIGNDED FOR 25 PERCENT COMPRESSION FOR AIR BARRIER VAPOR RETARDER SEAL, BLACKCOLOR, COILED ON RELEASE PAPER OVER ADHESIVE ON TWO SIDES; WIDTHS REQUIRED FOR SPECIFIC INSTALLATION C. GLAZING TAPE: BUTYL COMPOUND TAPE WITH INTEGRAL RESILIENT TUBE SPACER, 10 TO 15 SHORE A DUROMETER HARDNESS, BLACK COLOR, COILED ON RELEASE PAPER, WIDTHS REQUIRED FOR SPECIFIC INSTALLATION. 2.3 MISCELLANEOUS GLAZING MATERIALS A. COMPATIBILITY: ALL MATERIALS SHALL BE COMPATIBLE WITH SURFACES CONTACTED IN INSTALLATION B, CLEANERS, PRIMERS AND SEALERS: AS RECOMMENDED BY SEALANT/GASKET MANUFACTURER. C. SETTING BLOCKS: ASTM C B64 NEOPRENE, 80 TO 90 SHORE A DUROMETER HARDNESS; LENGTH 4 INCHES, WIDTH OF GLAZING RABBET SPACE LESS Xa INCH, HEIGHT REQUIRED FOR GLAZING METHOD, PANE WEIGHT AND PANE AREA, D. SPACERS: SHIMS: ASTM C 864: NEOPRENE, 50 TO 60 SHORE A DUROMETER HARDNESS; LENGTH 3 INCHES, ONE HALF HEIGHT OF GLAZING STOP, THICKNESS REQUIRED FOR APPLICATION, ONE FACE SELF-ADHESIVE. E. GLAZING SPLINES: ASTM C B64, RESILIENT POLYVINYL CHORIDE, EXTRUDED SHAPE TO FIT GLAZING CHANNEL RETAINING SLOT; BLACK COLOR SECTION 08800 - GLAZING ICon#.1 PART S - EXECUTION 3,1 PREPARATION / INSTALLATION A. CLEAN GLAZING / FRAMING MEMBERS IMMEDIATELY BEFORE GLAZING TO REMOVE ALL DETRIMENTAL SUBSTANCES B. ADJUST GLAZING CHANNEL DIMENSIONS AS REQUIRED BY CONDITIONS FOR PROPER BITE, EDGE/FACE CLEARANCES, AND SEAL THICKNESS C. INSTALL PROPERLY SIZED SETTING BLOCKS IN SILL RABBET AT ONE QUARTER OF GLASS WIDTH FROM EACH CORNER, BUT NOT CLOSER THAN 6 INCHES UNLESS NOTED. SET BLOCKS IN THIN COURSE OF SEALANT SUITABLE FOR HEEL BEAD USE. D. PROVIDE SPACERS AND EDGE BLOCKS, CORRECTLY SIZED FOR CONDITIONS. PROVIDE A INCH MINIMUM BITE OF SPACERS ON GLA55. E. MITER WEDGE-SHAPED GASKETS AT CORNERS, PREVENT PULL AWAY AT CORNERS, SEAL CORNER AND BUTT JOINTS AS RECOMMENDED BY GASKET MANUFACTURER. F. TRIM SIGHT EXPOSED TAPE FLUSH WITH STOP AND FINISH SEALANT FLUSH WITH SIGHT LINE 3.2 PRTOECTION AND CLEANING A. PROTECT GLASS FROM CONTAMINATING SUBSTANCES B. REMOVE AND REPLACE BROKEN, CHIPPED, CRACKED, ABRADED OR DAMAGED GLA55 C. REMOVE LABELS AND WASH GLASS ON BOTH FACES PRIOR TO FINAL ACCEPTANCE D. REMOVE GLAZING MATERIALS FROM FINISHED SURFACES END OF SECTION 08800 SECTION 09220 - EXTERIOR PORTLAND CEMENT PLASTER PART I- GENERAL 1,01 QUALITY ASSURANCE A. COMPLY WITH ASTM C-g26-98A AS APPLICABLE AND "PLASTER, METAL FRAMING SYSTEM, LATH MANUAL", LATEST EDITION, B. FIRE -RESISTANCE: COMPLY WITH AUTHORITIES HAVING JURISDICTION, C. ALLOWABLE TOLERANCES: DO NOT EXCEED I/B INCH IN 10 FT. FOR BOW, WRAP, PLUMB OR LEVEL, D. SOURCE: OBTAIN LATH AND PLASTER MATERIALS FROM A SINGLE MANUFACTURER. E. LOW SUCTION AND OTHER SUBSTRATES WHERE PROPER BOND 15 QUESTIONABLE SHALL BE LATHED BEFORE PLASTERING. F. REMOVE COATINGS DETRIMENTAL TO STUCCO I.E.; PAINT, GLAZE, ETC., FROM MASONRY SUBSTRATES OR INSTALL LATH BEFORE PLASTERING. 1,02 SUBMITTALS A. PROVIDE TWO 12" X 12" SAMPLES OF EACH COLOR AND FINISH TO BE APPLIED. 1.03 PROJECT CONDITIONS A. PROTECT ADJOINING WORK FROM SOILING, SPATTERS, MOISTURE, OR OTHER DAMAGE. B. PROTECT PLASTER FROM FREEZING AND FROM UNEVEN AND EXCESSIVE EVAPORATION, PROVIDE COVERINGS, MOIST CURING, PROTECTION FROM WIND AND SUNLIGHT OR OTHER NECESSARY PROTECTION. PART 11 - PRODUCTS 2.01 SUPPORT SYSTEMS A. PROVIDE METAL OR WOOD SUPPORT SYSTEMS AS REQUIRED BY THE ARCHITECT OF RECORD AND OF SUFFICIENT STRENGTH TO CARRY ALL ASSOCIATED LOADS, B. CHANNELS: COLD ROLLED STEEL, 16-GA. MIN, THICKNESS, PROTECTED WITH RUST -INHIBITIVE PAINT OR GALVANIZED. PROVIDE GALVANIZED CHANNELS FOR INSTALLATIONS IN SALT AIR ENVIRONMENTS. 1, CARRYING CHANNELS: MINIMUM 1-1/2" DEEP X 7/16" WIDE FLANGES. 2. FURRING CHANNELS: MINIMUM 3/4" DEEP X 7/16" WIDE FLANGES. 3. HAT CHANNELS: MINIMUM 26 GAGE. C. HANGING AND TILE WIRE: AS REQUIRED BY ARCHITECT OF RECORD TO CARRY ALL ASSOCIATED LOADS. D. FASTENERS: NAILS, SCREWS AND WIRE TIES AS REQUIRED BY ARCHITECT OF RECORD TO CARRY ALL A550CIATED LOADS. A. ASPHALT PAPER -BACKED DIAMOND MESH METAL LATH (SMALL MESH, APPROX. 11,000 MESHES PER 50. YD.), CONFORMING TO FEDERAL SPEC. UU-5-790A; TYPE I, GRADE B, STYLE 2. WEIGHT: 3.4 L55. PER 5Q, YD, TYPE: SELF -FURRING. B. WOVEN WIRE LATH: GALVANIZED STEEL WIRE, 18 GAGE FOR I" MESH, 17 GAGE FOR 1-1/2" MESH. C. WATER PROOF PAPER: U.U.15-7010, MINIMUM WEIGHT 15 LBSA00 50. FT. D. FASTENERS: NAILS; GALVANIZED WITH 7/16" HEADS MINIMUM, LENGTH TO PENETRATE INTO WOOD 7/8" MINIMUM, SCREWS; GALVANIZED WITH 7/16" HEADS MINIMUM, LENGTH TO PENETRATE STEEL FRAMING 1/2" MINIMUM, E. ACCESSORIES: PROVIDE MINIMUM 26 GAGE, GALVANIZED METAL CORNER REINFORCEMENT, STRIP LATH, CASING BEADS (24 GAGE MIN.), PREFABRICATED CONTROL JOINTS AND DRIP SCREEDS. 2.03 PLASTERING MATERIALS A. PORTLAND CEMENT: ASTM C-150, TYPE I OR II. B. HYDRATED LIME: ASTM C-206. C. AGGREGATE: FOR BASE GOATS AND FINISH COATS, COMPLY WITH ASTM C-144. USE WASHED OTTAWA 511-ICA SAND FOR FINISH COATS. 2,04 PORTLAND CEMENT PLASTER MIXES A. THREE COAT WORK OVER METAL LATH, PROVIDE MECHANICALLY MIXED PROPORTIONS ACCORDING TO ASTM C-q26 AS FOLD. ,%RATCH COAT: ONE PART PORTLAND CEMENT, 1/4 PART HYDRATED LIME, 3 -1/2 PARTS AGGREGATE (REINFORCING FIBERS NOT TO EXCEED 3% OF PORTLAND CEMENT). 2. BROWN COAT: ONE PART PORTLAND CEMENT, 1/4 PART HYDRATED LIME, 4-1/2" PARTS. AGGREGATE. 3. FINISH GOAT: (SEE ARTICLE 2,03, Cl FOR FIELD AND ACCENT COLORS) A. CLASS PB, E.I.F.S. SYSTEM, 100 % ACRYLIC RESIN BASED, FACTORY MIXED, INTEGRALLY PIGMENTED, FINISH COAT APPLIED OVER E.I.F.S. MANUFACTURER'S TINTA13LE PRIMER. ACCEPTABLE MANUFACTURERS: DRYVIT, PAREX, $ENERGY AND STO. B. B. SONNEBORN, SONOWALL% STUCCOTEX�, TEXTURED ACRYLIC FINISH COAT WITH FACTORY PREPARED COLOR. C. ONE PART PORTLAND CEMENT, 1/2 PART HYDRATED LIME, 3-4 PARTS. AGGREGATE. NOTE: FOR FACTORY PREPARED FINISH COATS, ADD WATER ONLY, PER MANUFACTURERS INSTRUCTIONS. 2.05 MISCELLANEOUS METALS A. BONDING AGENTS: "ACRYL 60" BY STANDARD DRYWALL PRODUCTS CO. OR EQUAL. B. FIBERGLASS REINFORCEMENT: ALKALINE RESISTANT 1/2" LONG STRANDS. PART III - EXECUTION 3,01 ACCESSORY APPLICATION A. CORNER BEAD: APPLY TO ALL VERTICAL AND HORIZONTAL EXTERIOR CORNERS, B. CASING BEAD: INSTALL AT ALL LOCATIONS WHERE STUCCO TERMINATES AGAINST DISSIMILAR MATERIALS. C. CONTROL JOINTS: BREAK BASE BEHIND JOINT AND BACK BY DOUBLE STUDS. SPACE CONTROL JOINTS NOT EXCEEDING 10 FT, IN EITHER DIRECTION. WHERE VERTICAL AND HORIZONTAL JOINTS INTERSECT, BUTT HORIZONTAL JOINT TO CONTINUOUS VERTICAL JOINT. CAULK SPLICES AND INTERSECTIONS, D. REINFORCING: APPLY STRIPS OF METAL LATH OVER JOINTS BETWEEN DISSIMILAR PLASTER BASES, AT UN -LAPPED INTERIOR CORNERS AND DIAGONALLY AROUND CORNERS OF ALL OPENINGS. 3.02 INSTALLATION A. STUCCO APPLIED TO METAL LATH SHALL BE FULLY EMBEDDED AND COMPLETELY KEYED. B, MASONRY SUBSTRATES WITH CORRECT SUCTION SHALL BE DAMPENED PRIOR TO PLASTER APPLICATION, 2.02 LATH 1, APPLY IN TWO COATS, BROWN COAT AND FINISH COAT, 2 APPLY BASE COAT IN TWO STEPS U51NG "DOUBLE -BACK" METHOD TO 1/2" THICKNESS, C. PROPER CONCRETE SUBSTRATES SHALL RECEIVE BONDING AGENT PRIOR TO PLASTER APPLICATION. 1. APPLY IN TWO GOATS, BROWN COAT AND FIN15H COAT, 3,03 PLASTER THICKNESS d TEXTURE A. SCRATCH COAT: ON METAL REINFORCING 1/2" THICK MINIMUM. B. BROWN COAT: 3/8" THICKNESS. C. FINISH COAT: APPLY 1/8" MINIMUM THICKNESS. INCREASE THICKNE55 AS REQUIRED TO ACHIEVE REQUIRED TEXTURE AND AGGREGATE EMBEDMENT. D. TEXTURE: "MEDIUM SAND FLOAT" E. AVOID EXCESSIVE TROWEL MARKS. 3.04 CLEANING AND PROTECTION A. REMOVE PLASTER FROM OTHER WORK NOT TO BE PLASTERED. REPAIR/REPLACE ANY SURFACE DAMAGED BY PLASTERING 60FAASTER MUST BE UN -DAMAGED AT TIME OF FINAL ACCEPTANCE SECTION 09280 - GYPSUM BOARD ASSEMBLIES PART I - GENERAL 1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA. B. STC-RATED ASSEMBLIES: PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO ASSEMBLIES WHOSE STC RATINGS WERE DETERMINED ACCORDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO ASTM E 413 BY A QUALIFIED INDEPENDENT TESTING AGENCY. C. FIRE -RESISTANCE -RATED ASSEMBLIES: PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO ASSEMBLIES TESTED ACCORDING TO ASTM E Ilq BY AN INDEPENDENT TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. PART 2 - PRODUCTS 2.1 METAL FRAMING AND SUPPORTS A. SUSPENDED AND FURRED CEILINGS: COMPLY WITH ASTM C 645 AND ASTM C 754. 1. WIRE TIES: ASTM A 641 (ASTM A 641M), CLASS 1 ZINC COATING, SOFT TEMPER, 0.062 INCH (1.6 MM) THICK. 2, HANGERS: WIRE, ASTM A 641 (ASTM A 641M), CLASS I ZINC COATING, SOFT TEMPER, 0.162-INC14 (4.2-MM) DIAMETER. 3. CARRYING CHANNELS: COLD -ROLLED STEEL. 4. FURRING CHANNELS: COLD -ROLLED CHANNELS;STEEL STUDS, 0.0179-INC14- (0.45-MM-) THICK IN DEPTH INDICATED; STEEL RIGID HAT -SHAPED CHANNELS, OR RESILIENT FURRING CHANNELS, WITH SINGLE- OR DOUBLE -LEG CONFIGURATION; SEE DRAWINGS. 5. HOT -DIP GALVANIZED COATING COMPLYING WITH ASTM A 653, G40 (ASTM A 653M, Zg0) FOR FRAMING EXTERIOR SOFFITS AND SUSPENDED CEILINGS WITHIN 10 FEET (3 M) OF EXTERIOR WALLS. 6. DIRECT -HUNG GRID SUSPEN51ON SYSTEM FOR INTERIOR CEILINGS. B. PARTITIONS: COMPLY WITH ASTM C 645. I. STUDS AND RUNNERS: AS INDICATED IN DRAWINGS. 2. RIGID HAT -SHAPED FURRING CHANNELS: IN DEPTH INDICATED AND 0.0179-INCH (0.45-MM) THICK, UNLESS OTHERWISE INDICATED, 3. FURRING BRACKETS: ADJUSTABLE SERRATED -ARM TYPE FABRICATED FROM CORROSION -RESISTANT STEEL SHEET 0.0329-INCH (0.84-MM) THICK. 4. RESILIENT FURRING CHANNELS: 1/2-INCH- (12,7-MM-) DEEP, WITH SINGLE- OR DOUBLE -LEG. 5. Z-FURRING: Z-SHAPED MEMBERS WITH FACE FLANGE OF 1-1/4 INCH (31.8 MM), WALL -ATTACHMENT FLANGE OF 7/8 INCH (22.2 MM), AND IN DEPTH REQUIRED BY INSULATION. 6. HOT -DIP GALVANIZED COATING COMPLYING WITH A5TM A 653, G40 (ASTM A 653M, Z90) FOR FRAMING MEMBERS ATTACHED TO AND WITHIN 10 FEET (3 M) OF EXTERIOR WALLS. 2.2 GYPSUM BOARD A. GYPSUM BOARD PRODUCTS IN MAXIMUM LENGTHS AVAILABLE TO MINIMIZE END -TO -END BUTT JOINTS. I. GYPSUM WALLBOARD: A5TM C 36, IN THICKNESS INDICATED, WITH MANUFACTURER'S STANDARD EDGES. REGULAR TYPE, UNLESS OTHERWISE INDICATED. 2. EXTERIOR GYPSUM SOFFIT BOARD: ASTM C q31, IN THICKNESS INDICATED, WITH MANUFACTURER'S STANDARD EDGES, REGULAR TYPE, UNLESS OTHERWISE INDICATED. 3. WATER-RES15TANT GYPSUM BACKING BOARD: A5TM C 630, IN THICKNESS INDICATED. REGULAR TYPE, UNLE55 OTHERWISE INDICATED, 2.3 ACCESSORIES A. TRIM ACCESSORIES: CORNERBEAD, EDGE TRIM, AND CONTROL JOINTS COMPLYING WITH ASTM C 1047, FORMED FROM STEEL SHEET ZINC COATED BY HOT -DIP PROCESS OR ROLLED ZINC OR PLASTIC. B. ALUMINUM ACCESSORIES: EXTRUDED -ALUMINUM ACCESSORIES INDICATED WITH MANUFACTURER'S STANDARD CORROSION -RESISTANT PRIMER. C. GYPSUM BOARD JOINT TREATMENT MATERIALS: COMPLY WITH A5TM C 475. PAPER REINFORCING TAPE AND SETTING -TYPE COMPOUNDS. D. CEMENTITIOUS BACKER UNITS: ANSI AIIBA, E. CEMENTITIOUS BACKER UNIT JOINT TREATMENT MATERIALS: COMPLY WITH ASTM C 475. F. ACOUSTICAL SEALANT FOR EXPOSED AND CONCEALED JOINTS: NONSAG, PAINTABLE, NONSTAINING LATEX SEALANT COMPLYING WITH ASTM C 834. G. SOUND -ATTENUATION BLANKETS: UNFACED MINERAL -FIBER -BLANKET INSULATION COMPLYING WITH ASTM C 665 FOR TYPE I. H. POLYSTYRENE AGGREGATE TEXTURE FINISH WHERE INDICATED. I. MISCELLANEOUS MATERIALS: AUXILIARY MATERIALS FOR GYPSUM BOARD CONSTRUCTION THAT COMPLY WITH REFERENCED STANDARDS, PART 3 - EXECUTION 3.1 INSTALLATION A. INSTALL STEEL FRAMING TO COMPLY WITH ASTM C 754 AND WITH ASTM C 840 REQUIREMENTS THAT APPLY TO FRAMING INSTALLATION. I. ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE, EXCEPT AT FLOOR, TO PREVENT STRUCTURAL MOVEMENT FROM TRANSFERRING LOADING TO PARTITIONS, 2. WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR WALLS, INSTALL ASPHALT FELT STRIPS OR FOAM GASKETS BETWEEN STUDS AND WALL. B. INSTALL AND FINISH GYPSUM PANELS TO COMPLY WITH ASTM C B40 AND GA-216. I. ISOLATE THE PERIMETER OF NON -LOAD -BEARING GYPSUM BOARD PARTITIONS WHERE THEY ABUT STRUCTURAL ELEMENTS, EXCEPT FLOORS, BY PROVIDING A 1/4- TO 1/2-INC14- (6.4- TO 12.7-MM-) WIDE SPACE BETWEEN GYPSUM BOARD AND THE STRUCTURE. TRIM EDGES WITH U-BEAD EDGE TRIM WHERE EDGES OF GYPSUM PANELS ARE EXPOSED. SEAL JOINTS BETWEEN EDGES AND ABUTTING STRUCTURAL SURFACES WITH ACOUSTICAL SEALANT. 2. STC-RATED ASSEMBLIES: COMPLY WITH ASTM C qiq FOR LOCATION OF EDGE TRIM AND CLOSING OFF SOUND -FLANKING PATHS AROUND OR THROUGH GYPSUM BOARD ASSEMBLIES. 3. FIRE -RESISTANCE -RATED ASSEMBLIES: COMPLY WITH REQUIREMENTS OF LISTED ASSEMBLIES. 4. CEMENTITIOUS BACKER UNITS: COMPLY WITH ANSI AI08.11. 5. SINGLE -LAYER FASTENING METHODS: FASTEN GYPSUM PANELS TO SUPPORTS WITH SCREWS. 6. MULTILAYER FASTENING METHODS: FASTEN PER SPECIFIED ASSEMBLY REQUIREMENTS G. FINISHING GYPSUM BOARD A55EM13LIES: LEVEL 4 FINISH, UNLE55 OTHERWISE INDICATED. END OF SECTION 09260 SECTION 09900 - PAINTING PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A, SUMMARY: PAINT ALL EXPOSED SURFACES, UNLESS OTHERWISE INDICATED. I, PAINT THE BACK SIDE OF ACCESS PANELS, 2, COLOR CODE MECHANICAL PIPING IN ACCESSIBLE CEILING SPACES. 3. DO NOT PAINT PREFINISHED ITEMS, FINISHED METAL SURFACES, OPERATING PARTS, LABELS, AND MATERIALS OBVIOUSLY INTENDED TO BE LEFT EXPOSED SUCH AS BRICK AND TILE. 4. UNLESS OTHERWISE INDICATED DO NOT PAINT CONCEALED SURFACES, B. SUBMITTALS: PRODUCT DATA AND COLOR SAMPLES. C. MOCKUPS: FULL -COAT FINISH SAMPLE (BENCHMARK SAMPLE) OF EACH TYPE OF COATING, SUBSTRATE, COLOR, AND FINISH REQUIRED IN AREA OF NOT LESS THAN 100 SQ. FT (q 50. M). COMPLY WITH PDCA P5. D. OBTAIN BLOCK FILLERS, PRIMERS, AND UNDERCOAT MATERIALS FOR EACH COATING SYSTEM FROM THE SAME MANUFACTURER AS THE FINISH COATS. E. EXTRA MATERIALS: DELIVER TO OWNER A I -GAL. (3.8-L) CONTAINER, PROPERLY LABELED AND SEALED, OF EACH COLOR AND TYPE OF FINISH COAT PAINT USED ON PROJECT. PART 2 - PRODUCTS 2.1 PAINT A. SEE DRAWINGS I. COLORS: AS SELECTED OR AS SCHEDULED. B. MATERIAL QUALITY: MANUFACTURER'S BEST -QUALITY OF COATING TYPES SPECIFIED. C. MATERIAL COMPATIBILITY: COMPLETE SYSTEM OF COMPATIBLE COMPONENTS THAT 15 RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED, PART 3 - EXECUTION 3.1 APPLICATION A. COMPLY WITH PAINT MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SURFACE PREPARATION, ENVIRONMENTAL AND SUBSTRATE CONDITIONS, PRODUCT MIXING, AND APPLICATION. 3.2 EXTERIORANTERIOR PAINT APPLICATION SCHEDULE A. AS SHOWN BELOW AND ON DRAWINGS, IF NOT SHOWN, TO BE SPECIFIED BY OWNERS REP, B. EXTERIOR WOOD - PAINTED I. IST COAT - ALKYD EXTERIOR PRIMER 2. 2ND COAT - LATEX EXTERIOR TRIM 3, 3RD COAT - LATEX EXTERIOR TRIM C. EXTERIOR CONCRETE, CONCRETE BLOCK, CEMENT PLASTER (STUCCO) AND EFIS L IST COAT - ACRYLIC MASONRY SEALER 2. 2ND COAT - LATEX EXTERIOR 3. BIRD COAT - LATEX EXTERIOR D. EXTERIOR GYPSUM BOARD SOFFITS I. IST COAT - LATEX EXTERIOR 2. 2ND COAT - LATEX EXTERIOR E. EXTERIOR STEEL - SHOP PRIMED I. TOUGH -UP PRIMER - ALKYD METAL PRIMER 2. 2ND COAT - ACRYLIC GLOSS ENAMEL 3, BIRD COAT - ACRYLIC GLOSS ENAMEL F. EXTERIOR STEEL - GALVANIVED I, IST COAT - ACRYLIC METAL PRIMER 2. 2ND COAT - ACRYLIC GLOSS ENAMEL 3. 3RD COAT - ACRYLIC GLOSS ENAMEL G. INTERIOR WOOD - PAINTED I. IST COAT - LATEX PRIMER 2. 2ND COAT - LATEX SEMI -GLOSS 3. 3RD COAT - LATEX SEMI -GLOSS H. INTERIOR CONCRETE, CONCRETE BLOCK, AND CEMENT PLASTER 1. IST COAT - LATEX BLOCK FILLER 2. 2ND GOAT - LATEX 5EMI-GLOSS 3. 3RD COAT - LATEX SEMI -GLOSS I. INTERIOR STEEL - UNPRIMED I. IST COAT - ALKYD METAL PRIMER 2. 2ND COAT - ACRYLIC GLOSS ENAMEL 3. 3RD COAT - ACRYLIC GLOSS ENAMEL J. INTERIOR STEEL - PRIMED 1. TOUCH-UP PRIMER - ALKYD METAL PRIMER 2. 2ND COAT - ACRYLIC GLOSS ENAMEL 3, BIRD COAT - ACRYLIC GLOSS ENAMEL K. INTERIOR STEEL - GALVANIZED 1. IST COAT - ALKYD METAL PRIMER 2. 2ND COAT - ACRYLIC GLOSS ENAMEL 3, 3RD COAT - ACRYLIC GLOSS ENAMEL L. INTERIOR PLASTER - NOT PAINTED UNLESS OTHERWISE NOTED. M. INTERIOR WALLS - GYPSUM BOARD - NOT PAINTED EXCEPT TOILET ROOM INTERIORS. N. INTERIOR FIRE RETARDANT I. IST COAT - CODE COMPLIANT, FIRE RETARDANT PAINT END OF SECTION 041910 NOTES: � KEYNOTE SCHEDULE A. LIST 15 FOR REFERENCE TO ALL KEYNOTES USED ON ALL SHEETS NOT ALL NOTES ARE USED ON THE PROJECTTHIS DIVISION 1 - GENERAL DIV15ION 5 - METALS DIVISION 8 - DOORS AND WINDOWS DIVISION 14 - CONVEYING SYSTEMS 1.01 INDICATES PATH OF EGRES51 44" CLEAR UNLESS OTHERWISE NOTED 5.01 AT PERIMETER STUD FURRING, PROVIDE CONTINUOUS TRACK INSTALLED 1/2" ABOVE FINISHED 8.04 PREFINISHED ALUMINUM BREAK METAL TO MATCH ALUMINUM STOREFRONT FRAME COMPONENTS FULLY NONE 1.03 DASHED LINE INDICATES CLEAR FLOOR AREA FOR HANDICAP ACCESSIBILITY CONCRETE FLOOR SLAB ELEVATION ADHERED TO PLYWOOD WITH EXTERIOR GRADE CONSTRUCTION ADHESIVE 1.04 5'4' DIAMETER TURNING RADIUS 5.02 AT PERIMETER STUD FURRING, PROVIDE 2" X 2" X 3" HIGH 18 GA. CLIP ANGLE FASTENED WITH (2) #10 8.10 ALUMINUM STOREFRONT SYSTEM, REFER TO FRAME OPENING SCHEDULE 1.10 ROOF PARAPET, SEE WALL SECTIONS AND ROOF DETAILS TEK SCREWS AND (2) 0.145 DIAMETER POWDER DRIVEN FASTENERS. PROVIDE AND INSTALL CLIP ANGLE 8.11 ALUMINUM STOREFRONT ENTRANCE SYSTEM, REFER TO FRAME OPENING SCHEDULE 1.20 BUILDING ELEMENT/CONSTRUCTION BEYOND AT BOTTOM, MIDDLE AND TOP OF STUD 8.12 DRIVE-THRU WINDOW UNIT, REFER TO FRAME OPENING SCHEDULE AND ELECTRICAL DRAWINGS 1.21 DASHED LINE INDICATES OUTLINE OF ROOF BEYOND OR ABOVE 5.10 STEEL COLUMN REFER TO STRUCTURAL DRAWINGS 8.20 HOLLOW METAL DOOR AND FRAME, REFER TO FRAME OPENING SCHEDULE. PROVIDE (3) JAMB ANCHORS 1.22 RTU BEYOND, SEE ROOF PLAN 5.11 STEEL BEAM REFER TO STRUCTURAL DRAWINGS PER SIDE 1.30 PARAPET BREAK FOR ROOF ACCESS, REFER TO ROOF PLAN 5.12 STEEL ANGLE, REFER TO STRUCTURAL DRAWINGS 8.50 ADA COMPLIANT ALUMINUM THRESHOLD, 1/4" HIGH X 4" WIDE X FULL LENGTH OF OPENING. THRESHOLD 1.31 PROVIDE BREAK IN TRIM AT ELECTRIC SERVICE AND DOWNSPOUT LOCATIONS 5.13 STEEL CHANNEL, REFER TO STRUCTURAL DRAWINGS SHALL HAVE BEVELED EDGES AND SHALL BE RIBBED. SET IN BED OF SEALANT 1.40 BULKHEAD OR SOFFIT ABOVE, SEE REFLECTED CEILING PLAN AND/OR WALL SECTIONS 5.14 14.5.5. FRAMING, REFER TO STRUCTURAL DRAWINGS 8.57 RAIN DRIP, REFER TO HARDWARE SCHEDULE 1.41 DASHED LINE INDICATES CANOPY OR AWNING ABOVE (OR BELOW AS APPLICABLE). REFER TO WALL 5.15 STEEL PLATE, REFER TO STRUCTURAL DRAWINGS SECTIONS AND EXTERIOR ELEVATIONS 5.16 STEEL PLATE WITH EMBEDDED ANCHORS REFER TO STRUCTURAL DRAWINGS 1.42 OUTLINE OF RTU CURB ABOVE 5.17 ANCHOR BOLT, REFER TO STRUCTURAL DRAWINGS DIVISION 9 - FINISHES DIVISION 15 - MECHANICAL 1.43 EYEBROW CANOPY ABOVE STOREFRONT GLAZING SYSTEM. REFER TO DETAIL ON SHEET All 5.19 THRU-BOLT, REFER TO STRUCTURAL DRAWINGS 9.15 PROVIDE 3 5/8" 20 GA METAL STUD FURRING WITH R-13 BATT INSULATION AT CAVITY AND 5/a" GWB WITH 15.05 GAS METER. REFER TO CIVIL AND PLUMBING DRAWINGS, PAINT TO MATCH ADJACENT WALL IF ALLOWED 1.44 STEEL FRAMED CANOPY, REFER TO WALL SECTIONS AND DETAILS ON SWEET A1.3 5.20 STEEL JOIST, REFER TO STRUCTURAL DRAWINGS LEVEL 4 FINISH. EXTEND ALL FULL HEIGHT TO ROOF DECK BY GAS COMPANY 1.50 LINE OF WALL BELOW 5.21 STEEL GIRDER, REFER TO STRUCTURAL DRAWINGS q.16 PROVIDE 6" 20 GA METAL STUD FURRING WITH R-19 BATT INSULATION AT CAVITY AND 5/8" GWB WITH LEVEL 15.10 ROOFTOP HVAC UNIT AND CURB. SEE ROOF PLAN, MECHANICAL AND STRUCTURAL DRAWINGS. REFER TO 1.61 DASHED LINE INDICATES LOCATION OF ROOF JOIST BELOW. REFER TO WALL SECTIONS AND 5.22 STEEL JOIST BRIDGING, SEE STRUCTURAL DRAWINGS 4 FINISH. EXTEND ALL FULL HEIGHT TO ROOF DECK CURB DETAIL ON SWEET A1.2. ALL RTU'S TO BE LOCATED 10-0" MINIMUM FROM PARAPET WALLS. STRUCTURAL DRAWINGS 5.30 METAL ROOF OR FLOOR DECK, REFER TO STRUCTURAL DRAWINGS 9.20 5/8" GYPSUM WALLBOARD (GWB), MOISTURE RESISTANT 15 REQUIRED AT ALL PLUMBING WALLS COORDINATE RTU LOCATIONS WITH ROOF FRAMING PLAN (EXACT LOCATIONS MAY BE SHIFTED TO ALIGN 1.52 OPEN TO BEYOND 5.40 METAL STUD FRAMING (WIDTH AS INDICATED) REFER TO STRUCTURAL DRAWINGS FOR GAUGE � q,21 " " " 5/S TYPE X FIRE RATED GYPSUM WALLBOARD (GWB) WITH STEEL JOIST LAYOUT) 1.80 WALL CONSTRUCTION, REFER TO WALL SECTIONS SPACING AND CONNECTION DETAILS 9.22 5/8" DENSGLASS GOLD SHEATHING 15.11 AIR HANDLER FOR SPLIT AC UNIT, REFER TO MECHANICAL DRAWINGS 1.90 PARAPET RETURN ON ROOF, SEE ROOF PLAN AND EXTERIOR ELEVATIONS 5.41 METAL STUD BOX BEAM. REFER TO STRUCTURAL DRAWINGS FOR REQUIREMENTS 9.23 5/6" DENSGLASS GOLD FIREGUARD SHEATHING 15.12 CONDENSING UNIT FOR SPLIT AC UNIT, REFER TO MECHANICAL DRAWINGS 5.42 METAL CLIP ANGLE, REFER TO STRUCTURAL DRAWINGS FOR SIZE, GAUGE AND FASTENING REQUIREMENTS 9.24 5/5" DENSDECK ROOF BOARD 15.13 ROOF MOUNTED STAND/RACK FOR CONDENSING UNIT, REFER TO DETAIL ON SHEET A1.2 AND TO 5.45 7/8" METAL HAT CHANNEL FURRING AT 24" O.C. (VERTICAL) 9.25 3/4" X 3/4" PVC REVEAL, PAINTED. COLOR TO MATCH WALL SURFACE ABOVE AND BELOW PAINTED ACCENT STRUCTURAL AND MECHANICAL DRAWINGS 5.50 ROOF ACCESS LADDER WITH LOCKABLE SECURITY ENCLOSURE. REFER TO EXTERIOR ELEVATIONS AND BAND, REFER TO EXTERIOR ELEVATIONS 15.20 FIRE RISER, REFER TO CIVIL AND FIRE PROTECTION DRAWINGS DETAIL ON 514EET A5.1 q.26 3/4 WIDE X 4 HIGH PREFINISHED ALUMINUM REVEAL BY FRY REGLET MODEL N0. PCS-75-V-400 OR 15.21 FIRE DEPARTMENT CONNECTION REFER TO CIVIL AND FIRE PROTECTION DRAWINGS DIVISION 2 - SITE CONSTRUCTION 5.70 18 GAUGE FLAT STOCK METAL FABRICATED TO WRAP OUTSIDE CORNER APPROVED EQUIVALENT 15.22 DOUBLE DETECTOR CHECK VALVE ASSEMBLY 2.01 PROPERTY OR LOT LINE REFER TO CIVIL DRAWINGS 5.80 VERTICAL WALL REINFORCEMENT IN GROUT FILLED CELL, TYP. REFER TO STRUCTURAL DRAWINGS q.2q PREFINISHED ALUMINUM SOFFIT PANEL FLUSH SOFFIT 7" WIDE AS MANUFACTURED BY PAC -CLAD OR 15.30 WATER CLOSET, (LEVER TO BE LOCATED ON SIDE CLOSEST TO DOOR), REFER TO PLUMBING DRAWINGS 2.10 ' REFER TO CIVIL DRAWINGS FOR ALL PAVEMENT/SURFACING BEYOND BUILDING AND SIDEWALK INCLUDING 5.81 5.q0 STEEL PIPE BRACING AT PARAPET, REFER TO STRUCTURAL DRAWINGS 1" DIAMETER THREADED ROD WITH CLEVIS AND PIN ASSEMBLY. REFER TO STRUCTURAL DRAWINGS "BLACK" „ APPROVED EQUIVALENT, COLOR BLACK 15.31 LAVATORY REFER TO PLUMBING DRAWINGS 15.32 NI/LO ELECTRIC WATER COOLER, REFER TO PLUMBING AND ELECTRICAL DRAWINGS ALL PAVEMENT MARKINGS, PARKING STRIPPING, HC GRAPHICS, CROSSWALKS AND DIRECTIONAL ARROWS 5.q1 " „ CLEVIS PLATE WELDED TO 1/4 THICK X 4 DIAMETER PLATE (AT WALL PLATE) OR TO HORIZONTAL STEEL CANOPY q.30 PREFINISHED ALUMINUM RECEIVING CHANNEL FOR SOFFIT PANEL AS MANUFACTURED BY PAC -CLAD OR "BLACK" 15.33 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS 2.11 2.20 TOP OF PAVEMENT, SEE CIVIL DRAWINGS CONCRETE SIDEWALK, 4" THICK 3,000 PSI W/ 6 X 6, WI.4 X W1.4 WWM. PROVIDE 12" DEEP X 8" WIDE 5.q3 FRAME REFER TO STRUCTURAL DRAWINGS " ' 1/2 EXPANSION BOLTS. REFER TO STRUCTURAL DRAWINGS q.40 APPROVED EQUIVALENT COLOR BLACK ACRYLIC (EIFS)FINISH COAT OVER 3/4" CEMENT PLASTER BASE OVER CMU. REFER TO EXTERIOR 15.34 WATER HEATER, REFER TO PLUMBING DRAWINGS AND ELECTRICAL DRAWINGS TURNED DOWN EDGE WITH (I) #5 REBAR CONTINUOUS AT PERIMETER. REFER TO ARCHITECTURAL SITE 5.q4 BOLT SLEEVE. MATCH DEPTH BETWEEN FINISHED FACE OF WALL AND CMU/STRUCTURAL WALL ELEVATIONS FOR TEXTURE AND COLOR REQUIREMENTS 15.35 GC TO PROVIDE PLATFORM FOR WATER HEATER. REFER TO PLUMBING DRAWINGS 15.36 URINAL REFER TO PLUMBING DRAWINGS PLAN ON SHEET AS.1 FOR REQUIREMENTS q.41 ACRYLIC (EIFS) FINISH COAT OVER 3/4" CEMENT PLASTER BASE OVER PAPER BACKED GALVANIZED WIRE 15.37 MOP OR SERVICE SINK REFER TO PLUMBING DRAWINGS 2.21 CONCRETE SIDEWALK, REFER TO SEE CIVIL DRAWINGS FOR EXTENTS LATH OVER 'TYVEK' BUILDING WRAP ALL OVER 5/5" CDX PLYWOOD SHEATHING. REFER TO EXTERIOR 15.41 GREASE INTERCEPTOR, REFER TO CIVIL AND PLUMBING DRAWINGS DIVISION 6 - WOOD AND PLASTICS 2.23 CONCRETE CURB, REFER TO CIVIL DRAWINGS FOR REQUIREMENTS ELEVATIONS FOR TEXTURE AND COLOR REQUIREMENTS 15.42 TRAP INSULATION 2.24 2.25 CONCRETE TO RECEIVE A STAMPED PATTERN FINISH 6" THICK CONCRETE WITH INTEGRAL COLOR (NUMBER CC150/6 AS MANUFACTURED BY INCRETE SYSTEMS) 6.10 PT 2 X WOOD BLOCKING BUCK OR DRAFT STOP � q.42 q.44 DIRECT APPLIED EIFS ACRYLIC FINISH COAT AT LOCATIONS OF EXPOSED FOUNDATION OR CMU STEM WALL " u , , CONTROL JOINT IN CEMENT PLASTER, W SHAPE. CLARK DIETRICH BUILDING SYSTEMS #15 ZINC DOUBLE-V 15.50 VENT THRU ROOF (VTR), REFER TO PLUMBING DRAWINGS AND DETAIL ON SWEET A1.2. LOCATE VTR 50 � REQUIRED AT DRIVE-THRU LANE AND WC PARKING STALLS, REFER TO ARCHITECTURAL SITE PLAN AND 6.11 PT 1 X WOOD BLOCKING OR BUCK CONTROL JOINT WITH EXPANDED WIRE MESH FLANGES 15 -0n MINIMUM FROM RTU FRESH AIR INTAKES. COORDINATE IN FIELD 15.51 ROOF MOUNTED EXHAUST FAN, REFER TO MECHANICAL AND ELECTRICAL DRAWINGS 2.27 CIVIL DRAWINGS FOR EXTENTS CONCRETE WHEEL STOP, REFER TO CIVIL DRAWINGS 6.12 6.15 PT WOOD SWIM AS REQUIRED PT 2 X WOOD PLATE WITH 1/2" DIAMETER ANCHOR BOLTS (6" MINIMUM EMBEDMENT) AT 4-0" O.C. MAX q.46 q 47 GWB OR CEMENT PLASTER CORNER BEAD GWB OR CEMENT PLASTER "J" MOLD FINISH TO MATCH WALL OR CEILING SURFACE 15.64 PROVIDE RECESSED, FROST -FREE HOSE BIBB IN KEYED BOX. REFER TO PLUMBING DRAWINGS. VERIFY 2.30 LANDSCAPE AREA. REFER TO CIVIL AND LANDSCAPE DRAWINGS 6.20 3/4" CDX PLYWOOD, REFER TO STRUCTURAL DRAWINGS AS REQUIRED 9.49 CEMENT PLASTER FOUNDATION WEEP SCREED LOCATION WITH STARBUCKS REPRESENTATIVE PRIOR TO ROUGH -IN 2.33 DASHED LINE INDICATES PVC DRAIN FROM LANDSCAPE AREA THROUGH THICKENED SIDEWALK. DISCHARGE 6.21 5/8" CDX PLYWOOD, REFER TO STRUCTURAL DRAWINGS AS REQUIRED 9.50 SUSPENDED GRID AND ACOUSTICAL TILE CEILING (ACT), SEE FINISH SCHEDULE. CENTER GRID IN ROOM U.O.N. AT FACE OF CURB. REFER TO DETAIL ON SWEET AS.1 9.51 5/8" GWB (PAINTED) OVER 6" 20 GA. METAL STUDS AT 16" O.C. 2.40 HANDICAP RAMP WITH 1:12 MAXIMUM SLOPE, REFER TO CIVIL DRAWINC45 q.52 EXPOSED STRUCTURE, NO CEILING REQUIRED 2.41 FLUSH TRANSITION BETWEEN PARKING AND SIDEWALK FOR HANDICAP ACCESS. PROVIDE DETECTABLE WARNING SURFACE WHERE INDICATED DIVISION 7 - THERMAL AND MOISTURE PROTECTION 9.90 PAINT, SEE FINISH SCHEDULE DIVISION 16 - ELECTRICAL 2.42 EXPOSED AGGREGATE DETECTABLE WARNING SURFACE. REFER TO CIVIL DRAWINGS. IF NOT SPECIFICALLY 7.01 WALL CAVITY AIR SPACE (WIDTH AS INDICATED) q.ql EPDXY PAINT SEE FINISH SCHEDULE 16.10 LOCATION OF ELECTRIC SERVICE, HOUSE PANEL, AND TELEPHONE/CABLE CABINETS. REFER TO INDICATED, PROVIDE LARGE AGGREGATE GRAVEL AASHTO #3 OR #57 7.03 COMPRESSIBLE FILLER (3/4" MAX.) CUT BACK EXCESS BELOW SLAB AND PROVIDE SEALANT BEAD, ELECTRICAL DRAWINGS. WHERE APPLICABLE, PROVIDE 5/5" CDX PLYWOOD SHEATHING IN LIEU OF 2.43 PROVIDE CONCRETE PAVERS OVER COMPACTED LIMESTONE BASE, PAVER SHALL BE AS MANUFACTURED CONTINUOUS. DO NOT PLUG WEEP HOLES DIVISION 10 - SPECIALITIES DENSGLASS SHEATHING. PAINT ALL EQUIPMENT AND CONDUIT TO MATCH ADJACENT WALL COLOR BY "COASTAL": SMOOTH TOP, SQUARE EDGE. COLOR: BROWN CHESTNUT. PROVIDE CLEAR SEALANT 7.04 PROVIDE ROOFTOP WALKWAY PADS AS SHOWN AND AROUND ALL ROOFTOP EQUIPMENT 10.10 SIGN LOCATION. SIGN TO BE PERMITTED AND INSTALLED BY TENANT'S SIGN VENDOR. SHELL G.C. SHALL 16.20 ELECTRICAL PANEL, REFER TO ELECTRICAL DRAWINGS. WHERE APPLICABLE, CONFIRM PLACEMENT WITH 2.50 HANDICAPPED PARKING SIGN. REFER TO CIVIL DRAWINGS 7.06 BITUMINOUS DAMP -PROOFING FROM TOP OF FOOTER TO FINISH GRADE REFER TO ELECTRICAL FOR POWER REQUIREMENTS. PROVIDE 5/5" CDX PLYWOOD SHEATHING IN LIEU OF TENANT 2.60 BIKE RACK, REFER TO DETAILS ON SWEET AS.1 7.07 PROVIDE LIQUID BITUMINOUS DAMP -PROOFING AT PLYWOOD SURFACES PRIOR TO INSTALLATION OF DENSGLASS SHEATHING WHERE APPLICABLE AT SIGN LOCATIONS. RUN ALL CONDUIT TIGHT TO ROOF 16.22 TELECOMMUNICATIONS PANEL AND TELECOM SERVICE, REFER TO ELECTRICAL DRAWINGS, WHERE 2.62 STEEL PIPE BOLLARD, 6" DIA. SCHEDULE 40 WITH GROUT FILL. PAINT TRAFFIC YELLOW UNLESS ALUMINUM BREAKMETAL STRUCTURE. SEAL ALL WALL PENETRATIONS APPLICABLE, CONFIRM PLACEMENT WITH TENANT OTHERWISE NOTED. REFER TO DETAIL ON SWEET AS.2 7.08 SEALANT AND BACKER ROD, CONTINUOUS. SEALANT COLOR TO MATCH ADJACENT MATERIAL A5 10.11 TENANT ADDRESS/SPACE NUMBER. PROVIDE MIN, 6" HIGH NUMBERS (IN CONTRASTING COLOR TO 16.23 FIRE ALARM PANEL, REFER To ELECTRICAL DRAWINGS 2.63 STEEL PIPE BOLLARD (PREFINISHED), 5" X 5" WITH GROUT FILL. REFER TO DETAIL ON SWEET A5.2 APPLICABLE BACKGROUND) 50 THAT NUMBERS ARE PLAINLY VISIBLE FROM THE STREET 16.30 WALL PACK LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS 2.64 RAILING AT OUTDOOR SEATING AREA. REFER TO DETAILS ON SWEET AS.2 7.041 SEALANT BEAD, CONTINUOUS. SEALANT COLOR TO MATCH ADJACENT MATERIAL AS APPLICABLE 10.12 FUTURE PRE -MENU BOARD FURNISHED AND INSTALLED BY TENANT, GENERAL CONTRACTOR TO LOCATE 16.31 DECORATIVE LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS 2.70 MONUMENT OR PYLON SIGN. REFER TO DETAILS ON SHEET AS.2 FOR GENERAL CONTRACTOR 7.10 INSTALL CONTINUOUS SILL FLASHING TO SLAB EDGE AND TURN DOWN. PROVIDE FLASHING END CAPS AT AND INSTALL CONCRETE FOUNDATION AND CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL 16.32 CEILING MOUNTED LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS RESPONSIBILITIES. REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS JAMB TERMINATION, SET IN SEALANT DRAWINGS AND FINAL TENANT PLANS FOR REQUIREMENTS 16.33 EMERGENCY LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS 2.80 TRANSFORMER ON CONCRETE PAD 7.11 SINGLE -PLY ROOF MEMBRANE OVER TAPERED RIGID INSULATION, REFER TO SPECIFICATIONS. TAPERED 10.13 FUTURE SPEAKER POST FURNISHED AND INSTALLED BY TENANT. GENERAL CONTRACTOR TO LOCATE AND 16.34 EXIT SIGN / EMERGENCY LIGHT COMBINATION FIXTURE, REFER TO ELECTRICAL DRAWINGS 2.81 TRANSFORMER ON UTILITY POLE INSULATION UTILIZED TO ESTABLISH POSITIVE SLOPE, NO MINIMUM R-VALUE REQUIRED INSTALL CONCRETE FOUNDATION AND CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL DRAWINGS 16.40 CEILING FAN BY FUTURE TENANT, REFER TO ELECTRICAL DRAWINGS FOR JUNCTION BOX REQUIREMENTS 2.90 BENCH AT OUTDOOR SEATING AREA. REFER TO DETAILS ON SHEETS A5.3 AND A5.4 7.12 SINGLE -PLY ROOF MEMBRANE OVER (R-19) RIGID INSULATION, REFER TO SPECIFICATIONS AND FINAL TENANT PLANS FOR REQUIREMENTS 16.50 POLE MOUNTED SITE LIGHTING FIXTURE, REFER TO ELECTRICAL DRAWINGS. COORDINATE INSTALLATION 7.13 SINGLE -PLY ROOF MEMBRANE FULLY ADHERED TO REAR FACE OF PARAPET (OR CURB). EXTEND FROM 10.14 FUTURE MENU BOARD, FURNISHED AND INSTALLED BY TENANT, GENERAL CONTRACTOR TO LOCATE AND WITH CIVIL AND LANDSCAPE DRAWINGS TOP OF COUNTERFLASHING (OR ROOF AS APPLICABLE), OVER PARAPET AND TERMINATE BEHIND HOLD INSTALL CONCRETE FOUNDATION AND CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL DRAWINGS 16.51 SITE LIGHTING BY MASTER DEVELOPER, REFER TO CIVIL ENGINEERING DRAWINGS 7.14 DOWN CLEAT ROOFING MEMBRANE EDGE REINFORCEMENT 10.16 AND FINAL TENANT PLANS FOR REQUIREMENTS FUTURE ORDERING CANOPY, DIGITAL ORDER SCREEN AND DIGITAL CONTROL BOX FURNISHED AND DIVISION 3 - CONCRETE 3.04 PROVIDE SOLID CONCRETE FILL AT CMU CELLS BELOW FINISHED FLOOR (OR AS SHOWN) 7.15 ROOFING MEMBRANE FLASHING STRIP OVER TPO COATED ROOF EDGE METAL INSTALLED BY TENANT. GENERAL CONTRACTOR TO LOCATE AND INSTALL CONCRETE FOUNDATION AND 3.06 PROVIDE CROWN IN CONCRETE 7.16 MANUFACTURER APPROVED PLATES FASTENED WITH MANUFACTURER APPROVED FASTENERS CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL DRAWINGS AND FINAL TENANT PLANS FOR 3.10 CONTINUOUS CONCRETE FOOTING, REFER TO FOUNDATION PLAN AND DETAILS FOR REQUIREMENTS 7.17 SINGLE -PLY MEMBRANE ROOFING AT EYEBROW CANOPY, REFER TO SPECIFICATIONS REQUIREMENTS 3.11 CONCRETE FOOTING, DIMENSIONS AS NOTED OR AS PER STRUCTURAL DRAWINGS 7.18 HEAT WELDED SEAM AT SINGLE -PLY MEMBRANE 10.17 FUTURE HEIGHT RESTRICTION BAR, FURNISHED AND INSTALLED BY TENANT. GENERAL CONTRACTOR TO 3,14 PROVIDE SECONDARY CONCRETE POUR AS REQUIRED FOR WALL SUPPORT. REFER TO WALL SECTIONS AND 7.lq 7.30 ROOFING SYSTEM TERMINATION BAR BETWEEN ROOF MEMBRANE AND WALL FINISH PREFINISHED ALUMINUM DOWNSPOUT (SIZE AS INDICATED ON ROOF PLAN) WITH STRAPS AT 6'-0" O.C. LOCATE AND INSTALL CONCRETE FOUNDATION PER TENANT PLANS, REFER TO ELECTRICAL DRAWINGS AND TENANT STRUCTURAL DRAWINGS FINAL PLANS FOR REQUIREMENTS 3.20 CONCRETE FLOOR SLAB OVER 10 MIL VAPOR BARRIER AND CLEAN, COMPACT, TERMITE TREATED FILL. MAX., REFER TO EXTERIOR ELEVATIONS AND ROOF PLAN. WHERE APPLICABLE, EXTEND BELOW GRADE TO 10.18 TRAFFIC DETECTOR LOOP, FURNISHED BY TENANT AND INSTALLED BY GC. GENERAL CONTRACTOR TO REFER TO STRUCTURAL FOUNDATION PLAN AND DETAILS FOR SLAB DEPTH, COMPRESSIVE CONCRETE STORM SEWER PER CIVIL DRAWINGS AND PROVIDE CAST TRANSITION 500T WITH CLEANOUT. J.R. HOE LOCATE AND INSTALL CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL DRAWINGS AND FINAL TENANT STRENGTH AND REINFORCEMENT REQUIREMENTS AND SONS A-5ERIES. SEE DETAIL ON SWEET AS.1 PLANS FOR REQUIREMENTS 3.22 SHADED AREA INDICATES CONCRETE SLAB LEAVE -OUT; SLAB BY OTHERS. REFER TO STRUCTURAL 7.32 PREFINISHED ALUMINUM CONDUCTOR HEAD, 16" WIDE X 12" HIGH X 10" DEEP. REFER TO ROOF PLAN AND 10.19 FUTURE ILLUMINATED DIRECTIONAL SIGN, FURNISHED AND INSTALLED BY TENANT. GENERAL FOUNDATION PLAN AND DETAILS DETAILS CONTRACTOR TO LOCATE AND INSTALL CONCRETE FOUNDATION AND CONDUIT PER TENANT PLANS, REFER 3.23 PARTIAL SLAB/ FOUNDATION AT DEMISING WALL, REFER TO STRUCTURAL DRAWINGS 7.33 PREFINISHED ALUMINUM SCUPPER / EMERGENCY OVERFLOW SCUPPER, 1'4' WIDE X 8" HIGH, UNLESS TO ELECTRICAL DRAWINGS AND FINAL TENANT PLANS FOR REQUIREMENTS 3.24 CONCRETE SLAB BY TENANT REFER TO FOUNDATION PLAN OTHERWISE NOTED ON ROOF PLAN, REFER TO ROOF PLAN AND DETAILS 10.50 KNOX BOX, RECESS MOUNTED, COORDINATE EXACT MODEL AND MOUNTING LOCATION WITH FIRE MARSHAL 3.25 CONCRETE CAP AT FOUNDATION WALL WHERE STOREFRONT OR DOORS OCCUR ADJACENT TO CONCRETE 7.34 2" DIAMETER ROOF DRAIN AND OUTLET AS MANUFACTURED BY WATTS, MODEL RD-200 OR APPROVED 10.60 FIRE EXTINGUISHER, 5L5 2A-105:C ON SURFACE MOUNTED WALL BRACKET SLAB LEAVE -OUTS. REFER TO WALL SECTIONS AND STRUCTURAL DRAWINGS EQUIVALENT 10.61 FIRE EXTINGUISHER, 5LB 2A-108:C IN SEMI -RECESSED CABINET WITH FULL GLASS V15ION PANEL 3.30 CAST -IN -PLACE CONCRETE BEAM, REFER TO STRUCTURAL DRAWINGS 7.40 EXTERIOR INSULATION FINISH SYSTEM (EIFS): ACRYLIC FINISH COAT ON INSULATION BOARD (THICKNESS 10.80 PROVIDE AND INSTALL "GREEN SCREEN" TRELLIS SYSTEM OR APPROVED EQUIVALENT. PROVIDE ALL 3.31 CAST -IN -PLACE CONCRETE COLUMN, REFER TO STRUCTURAL DRAWINGS AS INDICATED) ON 5/8" DENSGLASS GOLD SHEATHING. REFER TO EXTERIOR ELEVATIONS FOR COLOR AND ATTACHMENT CLIPS AND FASTENERS AS RECOMMENDED BY THE MANUFACTURER. COLOR: BLACK 3.32 CAST -IN -PLACE CONCRETE COLUMN PEDESTAL, REFER TO STRUCTURAL DRAWINGS TEXTURE REQUIREMENTS. PROVIDE HIGHEST LEVEL OF MANUFACTURER'S IMPACT MESH WITHIN 12" OF ALL 3.33 CAST -IN -PLACE CONCRETE PLANTER AND BENCH SUPPORT. REFER TO DETAILS ON SHEETS A5.3 AND A5.4 CORNERS AND FROM LOWEST POINT TO AT LEAST V-0" A.F.F. REFER TO SPECIFICATIONS 3.70 PRECAST CONCRETE WALL CAP 7.41 HIGH DENSITY POLYURETHANE FOAM TRIM WITH EIFS ACRYLIC FINISH COAT. REFER TO TRIM PROFILES 7.42 7.43 HIGH DENSITY POLYURETHANE FOAM BRACKET WITH EIFS ACRYLIC FINISH COAT. REFER TO BRACKET PROFILE DIRECT APPLIED EIFS ACRYLIC FINISH COAT OVER 5/8" DENSGLASS GOLD SHEATHING DIVISION 4 - MASONRY DIVISION 11 - EQUIPMENT 4.10 CONCRETE MASONRY UNIT (CMU), WIDTH AS INDICATED, REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT AND FILLED CELL LOCATIONS 7.44 HIGH DENSITY POLYURETHANE FOAM WALL CAP WITH EIFS ACRYLIC FINISH COAT 11.01 DUMPSTER ENCLOSURE, SEE CIVIL DRAWINGS AND DETAILS ON SHEET A5.2 7.45 MAINTAIN MANUFACTURER RECOMMENDED CLEARANCE BETWEEN EIFS FINISH AND FINISHED GRADE, 4.11 SPLIT -FACE CMU (WIDTH AS INDICATED), REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT TERMINATE EIFS WITH MFR. RECOMMENDED BACKWRAP. PROVIDE DIRECT APPLIED ACRYLIC (EIFS) FINISH AND FILLED CELL LOCATIONS AT ALL EXPOSED CONCRETE SLAB OR FOUNDATION CONDITIONS 4.12 PRECAST CONCRETE LINTEL, GROUT FILLED WITH GROUT FILLED KNOCK -OUT BLOCK ABOVE (AS 7.47 EXTERIOR INSULATION FINISH SYSTEM (EIF5): ACRYLIC FINISH COAT ON INSULATION BOARD (THICKNESS APPLICABLE), REFER TO STRUCTURAL DRAWINGS FOR EXACT CONFIGURATION AND REINFORCEMENT AS INDICATED) OVER CMU WALL. REFER TO EXTERIOR ELEVATIONS FOR COLOR AND TEXTURE REQUIREMENTS REQUIREMENTS. PROVIDE HIGHEST LEVEL OF MANUFACTURER'S IMPACT MESH WITHIN 12" OF ALL CORNERS DIVISION 12 - FURNISHINGS 4.13 CMU KNOCK -OUT BLOCK BOND BEAM, GROUT FILLED. REFER TO STRUCTURAL DRAWINGS FOR EXACT AND FROM LOWEST POINT TO AT LEAST 8'-0" A.F.F. REFER TO SPECIFICATIONS NONE CONFIGURATION AND REINFORCEMENT REQUIREMENTS 7.45 TOOLED DRIP CONTINUOUS ' 4.30 MANUFACTURED STONE VENEER OVER PAPER BACKED, GALVANIZED WIRE LATH AND TYVEK 7.49 TOOLED JOINT IN EIFS,V GROOVE WITH 3/4 MAXIMUM DEPTH BUILDING WRAP ON 5/8" DENSGLASS SHEATHING. AT CMU LOCATIONS, PROVIDE STONE OVER GALVANIZED WIRE LATH ON BITUMINOUS WATERPROOFING ON CMU. REFER TO EXTERIOR ELEVATIONS AND WALL 7.5 PAPER OR FOIL FACED GATT INSULATION AT WALL CAVITY (THICKNESS AS INDICATED) DIVISION 13 - SPECIAL CONSTRUCTION SECTIONS 7.51 SOUND ATTENUATION BATT INSULATION AT WALL CAVITY (THICKNESS AS INDICATED) 13.01 NEOPRENE COMPRESSIBLE GASKET BETWEEN AWNING FRAME AND WALL PROVIDED AND INSTALLED BY 4.50 4.51 MASONRY CONTROL JOINT MASONRY CONTROL JOINT WITH BACKER ROD AND SEALANT. SEALANT TO MATCH ADJACENT MATERIAL. 7.52 7.55 1 1/2 RIGID INSULATION TAPERED INSULATION WITH 1/2" PER FOOT MINIMUM SLOPE. PROVIDE AT LOCATIONS INDICATED 13.20 AWNING INSTALLER ALUMINUM FRAMED AWNING WITH FABRIC COVERING. SEE DETAILS ON SWEET A1.3 AND EXTERIOR FINISH REFER TO EXTERIOR ELEVATIONS AND STRUCTURAL DRAWINGS INCLUDING ALL ROOF MOUNTED EQUIPMENT CURBS SCHEDULE 7.55 M 4 WIDE LINEAR SOFFIT VENT CONTINUOUS ALONG PERIMETER OF CEMENT PLASTER SOFFIT. PROVIDE 13.21 ALUMINUM FRAMED AWNING WITH STANDING SEAM ROOFING. SEE DETAILS ON SHEET AI.3 AND EXTERIOR MODEL N0. PCS-75-V-400 AS MANUFACTURED BY FRY REGLET OR EQUAL FINISH SCHEDULE 7.60 PROVIDE TYVEY COMMERCIAL WRAP AT FRAMED SUBSTRATES AND FLUID APPLIED TYVEK AT CMU BEHIND 13.30 ALUMINUM TUBE AWNING FRAME 1 1/2" X 1 1/2". REFER TO DETAIL ON SHEET A1.3 AND EXTERIOR FINISH COMPOSITE WALL PANELS. LAP SHEETS AND FLASH OPENINGS PER MANUFACTURER'S INSTRUCTIONS SCHEDULE 7.61 COMPOSITE WALL PANEL SYSTEM (CWPS), REFER TO SPECIFICATIONS 13.31 PROVIDE WELDED ALUMINUM CAP PLATE AT ENDS OF ALL ALUMINUM CUBE COMPONENTS 7.62 CWPS CORNER KEY TRIM, PAINTED. (PRE -FORMED CWPS CORNERS NOT ACCEPTABLE) 13.32 AWNING FASTENER SHALL BE SPECIFIED IN THE AWNING FABRICATOR'S ENGINEERED SHOP DRAWINGS. SEE 7.63 CWPS STARTER TRACK NOTES AND DETAILS ON SWEET AI.3 7.64 CWPS CLIP 13.40 PAPERSTONE (GRAPHITE) DRIVE THROUGH WINDOW SHELF AND STAINLE55 STEEL SUPPORT BRACKETS, 7.65 7.66 CWPS SPACER CWPS SINGLE FLANGE SEALANT BACKER INSTALL CENTERED ON WINDOW. SHELF BRACKETS TO BE SUPPLIED BY READY ACCESS WINDOW 7.67 CWPS DOUBLE FLANGE SEALANT BACKER MANUFACTURED AND INSTALLED BY GENERAL CONTRACTOR 7.68 CWPS 1 1/2" CUT ULTIMATE CLIP 7.69 CWP5 FC TRIM. PAINT To MATCH ADJACENT WALL PANELS 7.70 PROVIDE CUSTOM ALUMINUM TRIM AT CWPS TERMINATION, PAINTED. COORDINATE WITH CWPS SUBCONTRACTOR 7.78 PREFINISHED ALUMINUM CUSTOM FABRICATED COPING AT STEEL CANOPY 7.79 PREFINISHED ALUMINUM FLASHING OR COUNTERFLASHING, REFER TO EXTERIOR FINISH SCHEDULE 7.80 PREFINISHED ALUMINUM COPING, SLOPED TO FACILITATE DRAINAGE. PROVIDE WITH COPED SEAMS PER NRCA 'J5 THRU '32'. SEE TYP. ROOF DETAILS. REFER TO EXTERIOR FINISH SCHEDULE FOR COLOR 7.81 PREFINISHED METAL DRIP EDGE / GRAVEL STOP (4" OR AS INDICATED). SET IN BED OF COMPATIBLE ROOF CEMENT AND AFFIX WITH CONTINUOUS HOLD DOWN CLEAT, PRIME COAT TOP PRIOR TO APPLICATION OF SINGLE -PLY FLASHING STRIP. REFER TO EXTERIOR FINISH SCHEDULE FOR COLOR 7.83 PREFINISHED ALUMINUM CLOSURE FLANGE SET IN A BED OF SEALANT, WELD OR SEAL ALL JOINTS 7.84 TWO-PIECE COUNTERFLASWING, 24 GA 7.55 RECEIVER FOR TWO-PIECE COUNTERFLASWING ASSEMBLY, 24 GA 7.86 METAL CLEAT CONTINUOUS, MECHANICALLY FASTEN AT 18" D.C. 7.87 MECHANICAL FASTENER WITH NEOPRENE WASHER 7.88 FLASHING AT ROOF SIDE OF SCUPPER OPENING 7.94 STAINLESS STEEL CLAMP RING 7.95 PROVIDE (3) ONE INCH DIAMETER OVERFLOW HOLES AO,03 PILL 1 1 '11 11 __ I I I I I I• I L I I I O co PAT ARCHITECTURA SCALE: 1/16' 0 1'-0" _ I I I'i '_ _ _ _ . I —_ _ 1 _!911f'IIq'111':AIR191YIPA II III I 1 11_ NORTH L SITE PLAN ALUMINUM DOWNSPOUT, SEE nMC nl AAI Gnn G17C CAST IRON DOWNSPOUT BOO FACTORY CLEANOUT DAUGHERTY ROAD EQUIVALENT SUBSTITUTION$ PERMITTED. PROVIDE SUBSTITUTED SPEC. TO STARBUCKS FOR REVIEW AND APPROVAL, a2eata VrFNol. �kaT �fabl Mwpt RkCA,.% & E�IbRtp uu,cxw WALL ATTACHMENT FLANGE <., a :. . H4'ipP.1i{4CIG `.:'C9ibC�LiQA4L ��# Sjx�g+� tiS+Et< .. �tl 3 � 6• E 5 EiFk'2'G Y ,et f?s & £ m. a, kc FINISH GRADE 3f£ tl F E 81 u"a, F2na�ha3 ' COMPACTED FILL 9 R 'FfYY k Hee {'r. •f.. All bt2` i<Y g Ao 3 3*"•e f '� r a eh is : t z £ t z. } d e} •£. 4r Yr g n '.a ✓,x 9 x ,z..ar s g ,a Psi ,. P rrh :. �R & s¢-ta ?» � 3✓kt} <$•EY< .. y . ,,.. . ,y£.rg •.,. K.b ,v,r,V' 33�ts,>.::ks�'iC}<,v.yq,s,-, },v �ro n:t p:sE � a�;(�iO FLEXIBLE COUPLING g= Rka & vgw & m kagCr k £,{, ' ,F, •,. #' I y fr:q tl .£'; { :I af*d xrw.atk4at e3rabet taMq>!�" 3 '..'�A f'+ s'. PVC STORM PIPE BY SITE CONTRACTOR 50M ETR I G Y b l .Y ,.... ..,,;,,;,,,,,,,,,,,,,,,,,,»,.,,.,,,.,.,........w.,..,...,...'. antis abfrroE ;@ ,: r�` k ` "a S { ! <,•� .. , . m �ce.2�7 „� APo ti � H is t. S.} i ¢t(Y'.••s( Pf CB E 3: i YYN 9 ` ... o „ t"i on, +1 A. DOWNSPOUT BOOT BASED ON J.R. HOE AND SONS A X 36" MIN. LENGTH I —SERIES WAU"th"k B. BUILDING CONTRACTOR TO COORDINATE AND CONFIRM PIPER`"" TO PIPE SIZES " s C. TRANSITION TO SITE PIPE TO BE UNDER ADJACENT $ " 51DENALK OR FINISH GRADE. COORDINATE EXACT DEPTH IN �i >>tf utEti J' r Eb'caz :,: `, .�' 8?£RCAMI.@ �SA$YdFR+1rA! Id 45LdCS: `¢' S nn ..• FIELD. SY SITE CONTRACTOR �„ v< Ir 2.01 PROVIDE NAND TOOLED CONTROL JOINT 4" THK, 31000 PSI TRIM PIPE CONCRETE SIDEWALK FLUSH 2" SCHEDULE 40 GRAY REINFORCED WITH 6 X 6, WITH FACE PVC PIPE FROM A WI.4 X W1A W.W.M. OVER OF CURB LANDSCAPE AREA COMPACTED FILL TOP OF 2" SCHEDULE 40 GRAY PAVCIVIL #3 CRUSHED STONE AT PVC PIPE FROM SEE EACH PIPE LANDSCAPE AREA DWGS. — z LANDSCAPE AREA h� 2'I PVC TERMINATION VENT WITH STAINLESS THICKENED EDGE STEEL SCREEN. RAVEN REINFORCED W/ (1) �, SPECIALTY PRODUCTS #5 BAR CONTINUOUS 8" SECTION 'B' REFER TO SHEET A3.0 FOR EXTERIOR FINISH SCHEDULE AND GENERAL FINISH NOTES DOWNSPOUT REQUIREMENTS: ALL DOWNSPOUTS EXTENDING TO GRADE SHALL BE CONNECTED TO THE UNDERGROUND STORM SEWER UNLESS OTHERWISE NOTED. REFER TO UTILITY AND SIDEWALK PLAN ON THIS SWEET. REFER TO CIVIL DRAWINGS (UNDER SEPARATE PERMIT) FOR STORM PIPE STUB —OUTS A CAST ALUMINUM TRANSITION BOOT WITH CLEAN OUT SHALL BE PROVIDED PER THE DETAIL PROVIDED OR APPROVED EQUIVALENT THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE LOCATIONS OF UNDERGROUND PIPING TO PRECISELY ALIGN WITH THE ROOF SCUPPERS AND DOWNSPOUTS AT THE BUILDING REQUIREMENTS FOR EXTERIOR CONCRETE: DRIVE—THRU LANE: SHALL BE MINIMUM 6' THICK, 31000 PSI POURED CONCRETE REINFORCED WITH fi' X fill W2.6 X W2.8 WWM. REFER TO CIVIL DRAWINGS FOR GRADING. CONCRETE TO RECEIVE INTEGRAL CONCRETE COLOR, NUMBER CC150/6 AS MANUFACTURED BY INCRETE SYSTEMS. INSTALL SAWCUT CONCRETE CONTROL JOINTS, 1/8' WIDE X 1 1/2' DEEP, AT 15'-0' O.C. MAX. EACH WAY (AREA NOT TO EXCEED 225 SO. FT.). PERIMETER SIDEWALK: SHALL BE A MINIMUM OF 4' THICK, 31000 PSI CONCRETE REINFORCED WITH 6' X 61, W1.4 X WIA WWM AND 1'-0' DEEP X 8' WIDE THICKENED SLAB EDGE, NATURAL GRAY COLOR. SURFACE TO RECEIVE MEDIUM BROOM FINISH. RETOOL (WITH NAND EDGER) ALL CONTROL JOINTS AND EXPANSION JOINTS AFTER BROOM FINISHING TO ACHIEVE 'PICTURE FRAME' IN CONCRETE. THIS SHALL INCLUDE ALL ABUTMENTS TO WALLS, CURBS, COLUMNS, ETC. SIDEWALK CONTROL JOINTS SHALL BE SEPARATED BY NO MORE THAN V-0' IN EITHER DIRECTION WITH PRE —MOLDED EXPANSION JOINTS LOCATED EVERY 20'-0' MAX. HANDICAP PARKING AREA: SHALL BE MINIMUM 6' THICK, 3,000 PSI POURED CONCRETE REINFORCED WITH 6' X 60, W2.8 X W2.8 WWM. PROVIDE 1 1/2% SLOPE (2% MAX.). CONCRETE TO RECEIVE INTEGRAL CONCRETE COLOR, NUMBER CC150/6 AS MANUFACTURED BY INCRIETE SYSTEMS. PROVIDE 18' X 18' CHAMFER AT CORNERS. DOMESTIC WATER SERVICE REQUIREMENTS: THE DOMESTIC WATER SERVICE SWAL.L BE A MINIMUM OF 50 PSI AND NO GREATER THAN 65 PSI DYNAMIC PRESSURE AT THE POINT OF BUILDING ENTRY. IF THE SERVICE STATIC IS OVER 65 PSI, A PRESSURE REDUCING VALVE TO BE PROVIDED BY THE SHELL GENERAL CONTRACTOR. IF THE PRESSURE IS UNDER 50 PSI AT THE POINT OF ENTRY, A BOOSTER PUMP AND SURGE TANK SHALL BE PROVIDED AND INSTALLED. IMMEDIATELY UPON INSTALLATION OF THE WATER SERVICE TO THE BUILDING, THE PLUMBING CONTRACTOR SHALL PERFORM A PRESSURE TEST, SHOULD THE PRESSURES NOT MEET THE ABOVE STATED CRITERIA, THE GENERAL CONTRACTOR SHALL PROVIDE RESULTS TO THE ARCHITECT AT THE EARLIEST POSSIBLE DATE. THE ARCHITECT WILL THEN PROVIDE THE NECESSARY DESIGN REMEDIES TO THE CONTRACTOR FOR PRICING, PERMIT AND CONSTRUCTION 4" THK, 31000 PSI CONCRETE SIDEWALK REINFORCED WITH 6 X 61 WI A X WI A W.W.M. OVER COMPACTED FILL PROVIDE HAND TC CONTROL JOINT CENTERED ON PIP 2" SCHEDULE 40 C PVC PIPE FROM LANDSCAPE AREA THICKENED SIDEW, PIPE LOCATIONS, SECTION 'A' AS. DOWNSPOUT CONNECTION DETAIL SCALE: 1 1/2' - 1'-0" BIKE RACK SPECIFICATIONS. NO SCALE SIDEWALK DRAIN DETAILS SCALE: I' - 1'-0" ,o PROVIDE GOUTED CROWN AND PAINT TO MATCH BOLLARD 6" DIAMETER SCHEDULE 40 STEEL PIPE BOLLARD WITW GROUT FILL. PAINT TRAFFIC YELLOW UNLESS CTWERW15E NOTED FOR 4" TWK, 31000 PSI CONCRETE SIDEWALK BUILDING WALL REINFORCED WITH 6 X 61 WIA X WIA W.W.M. OVER COMPACTED FILL SIDEWALK WIDTH VARIES PROVIDE WAND TOOLED 5'-0" MIN., SEE PLAN CONTROL JOINT (2.62TYP. SEE DETAIL 70P OF PAVEMENT, THIS SWEET —� SLOPE: 1/8" PER FOOT MIN. „ 6 SEE CIVIL DWGS. 6" TWK., 3,000 PSI ----'------- 1---- ------`,•� a CONCRETE SLAB REINFORCED WITW 6 X 6, W2.8 X W2.8 W.W.M. OVER COMPACTED FILL INDICATES GROUT 1/2" EXPANSION 8" FILLED CELL WITH JOINT FILLER GQNT. 7 WIG KENED EDGE #5 CONT. FROM FOOTING BETWEEN SIDEWALK REINFORCED W/ (1) TO TOP OF BOND BEAM AND WALL, TYP. #5 BAR CONT. AT 2'4' MAX O.C., TYP. AND AT WALL CORNERS CONCRETE AS SHOWN SECTION 1AS.2 )$�ALIDEWALK 1/2" ■ I'-0" 3 000 PSI CONCRETE LANDING WITH 4" THK , , DETECTABLE WARNING SIDEWALK REINFORCED W/ 6 SURFACE (SEE CIVIL 8 X 61 WIA X WIA W.W.M. OVER DRAWINGS FOR COMPACTED FILL REQUIREMENTS) OW As.2 MINIMUM RAMP LENCTN IF NOT OTHERWISE �� SPECIFIED IN CIVIL 6 TWK., 31000 PSI 6" WIDE CURB BEYOND DRAWINGS, PROVIDE CONC, APRON REINF. W/ CONCRETE WITH EXPOSED 6 X 61 W2.8 X 142.8 A REGATE FINISH W.W.M. OVER SLOPE= 1:12 MAXIMUM COMPACTED FILL. PROVIDE 12" DEEP X 12" , WIDE TURNED DOWN EDGE W/(1) #5 BAR '1/2" EXPANSION JOINT CONT. AT PERIMETER - FILLER CONT. BETWEEN SIDEWALK AND RAMP, TYP. (,;-�HANDICAP RAMP SECTION s SCALE: 3/4" ■ P-0" NOTE: PROVIDE EXPANSION JOINT AT PERIMETER OF RAMP CONCRETE HANDICAPPED ACCESS RAMP, SEE CIVIL DRAWINGS FOR LOCATION / CONFIGURATION 2 ea SIM. PROVIDE SCORED CONCRETE -'� NON -SLIP SURFACE, L P RF E 1/4" WIDE X 1/2" DEEP -' GROVES AT 2" O.G. LANDING WITH DETECTABLE WARNING SURFACE (SEE CIVIL DRAWINGS FOR REQUIREMENTS) CONCRETE CURB, SEE IF NOT OTHERWISE SPECIFIED IN CIVIL CIVIL DRAWINGS DRAWINGS, PROVIDE CONCRETE WITW EXPOSED AGGREGATE FINISH AT DETECTABLE WARNING SURFACE ICAP RA�MP SE CTION NOT TO SCALE PROVIDE (2), 8" HIGH X 2'-0" WIDE NON -ENGINEERED OPENINGS AT BACK OF ENCLOSURE 21'-4" 20'-0" (CLEAR DIMENSION) 8" GNU W/ q GA. HORIZONTAL LADDER TYPE CONCRETE CROWN WALL REINFORCEMENT A7 16" O.C. VERTICAL, TYP. 6" DIA. SCHEDULE 40 2'-0" ' 4,_0„ �ir_0" (� ,4'-0" 4'-0" 2'-0" - 14 �^ ' I I r--------------------� I I I I I I I , L�--------------------LJ Lam'------T - '------_ ---iJ f" '-q" (CLEAIE PENIN 9" ( EAR OPENIN I <,j I .I I AS.2 I \- - - - - - - - ------------- -- 1'-0 DUMPSTER ENCLOSURE PLAN SCALE: 1/4" ■ 1'-0" HEAVY DUTY SENTRY LATCH BY HOOVER FENCE CO., MANUFACTURER NUMBER DAC-7000, INSTALLED OVER 4" X 4 1/2" X 1/4" STEEL PLATE WELDED 70 GATE PERIMETER FRAME ANGLE 2" DEEP, 18 GA. GALV. STEEL DECK AT GATE PANEL 6" DIA. SCHEDULE 40 STEEL PIPE CONCRETE FILLED AND SET IN CONCRETE SIM. TO BOLLARD DETAIL 4/A5.2 7" DIA. SCHEDULE 40 HINGE RING WELDED TO PERIMETER GATE FRAME ANGLE 7" DIA. SCHEDULE 40 X 2" HIGH RING WELDED TO 6" DIA POST I � \� I v\ \I \x \ \, PRIME AND PAINT ALL STEEL GATE COMPONENTS STEEL PIPE CONCRETE 2" THICK PRECAST ti.. ..,;., FILLED AND SET IN CONCRETE SIM. TO N CO IN BOLLARD DETAIL 4/AS 2 REFER TO SWEET A0.3 FOR KEYNOTE SCHEDULE REFER TO SWEET A3.0 FOR EXTERIOR FINISH SCHEDULE AND GENERAL FINISH NOTES CO CRE7E P G CONTINUOUS AT TOP OF WALL; PAINT 7" DIA. SCHEDULE 40 SIGNAGE DEPICTED IN THESE DOCUMENTS ARE FOR COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS WHERE APPLICABLE. HINGE RING WELDED TO 8" CMU WALL WITH PERIMETER GATE FRAME IT SHALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED AND SITE GA. LADDER TYPE ANGLE SIGNAGE WILL BE PERMITTED SEPARATELY BY THE SIGN VENDOR. AT THAT HORIZONTAL DETAILS NOTS, LIMITEDSIGN FABRICATION, „ REINFORCEMENT AT 16 2 X 18 GA, GALVANIZED SIGNTIMES INSTALLATION,COMPLETE SIGN AREA AND QUANTITIE. ILL BE SUBMITTED AND APPROVAL OF WORK g O.C. VERTICAL. DECK PERMIT REVIEW PRIOR TO COMMENCEMENT _ 4 °D PROVIDE (1) #5 1 (2) COURSES 8" CMU L 3" X 3" X 1/4" VERTICAL KNOCK -OUTS, GROUT PERIMETER GATE FRAME REINFORCEMENT IN I FILLED AND MONUMENT SIGN RESPONSIBILITIES: `-' .. ANGLE GROUT FILLED CELL I REINFORCED W/ (1) #5 THE SWELL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING o AT LOCATIONS I CONT. (EACH COURSE) NOTE: ITEMS REGARDING THE MONUMENT SIGN INCLUDING THE FOLLOWING: INDICATED ON PLAN THOROUGHLY GREASE 1) POWER SUPPLY TO THE MONUMENT SIGN AS SPECIFIED IN THE ELECTRICAL 1 HINGE RINGS DRAWINGS q,qq PROVIDE (2), 8" HIGH X 1 2) THE MONUMENT SIGN CABINET (INTERNALLY ILLUMINATED) AND FOUNDATION 2'-0" WIDE 7" DIA. SCHEDULE 40 HINGE SHALL BE PERMITTED AND CONSTRUCTED BY A SIGN COMPANY ENGAGED BY THE 0 1 NON -ENGINEERED `� RING WELDED TO PERIMETER I OPENINGS AT BACK OF GATE FRAME ANGLE TENANT ./ .\ ,> \ I m I i + I �DUMPSTER ELEVATION SCALE: 1/4" ■ 1'-0" q.40 ENCLOSURE EF-1 it 7" DIA. SCHEDULE 40 X co I 3.04 2" WIGH RING WELDED TO 6" TWK., 3000 PSI PRIME AND PAINT ALL STEEL 6" DIA. POST AT OPENINGS 4.12 I GONG. SLAB GATE COMPONENTS o REINFORCED W/ 6 X 61 W2.S X W2.8 W.W.M. GATE POST ISOMETRIC DETAIL, � li OVER C MPAGTED FILL GRADE (SEE CIVIL) I SCALE: I" ■ l'-0" 10 4_ A5.2 4,-6„ 3.10 2' 4'-2" �DUMPSTER SECTION KEBONYWOODRAIL SCALE: 1/2" = 1'-0" 81I CMU, REFER TO PLAN AND DETAILS. PAINT INTERIOR OF ENCLOSURE L 3" X 3" X 1/4" PERIMETER FRAME AND DIAGONAL BRACE AT EACH DOOR LEAF q.40 ' +a 0 8A i 6" DIA. SCHEDULE 40 STEEL PIPE CONCRETE 2" DEEP X 18 GA FILLED AND SET IN GALV. STEEL DECK CONCRETE 51M, TO INFILL AT DOORS BOLLARD DETAIL 4/AS.2 AGATE POST DETAIL SCALE: 1" 1'-0" ALUMINUM TUBE FRAME STEEL MESH —� �L_ II __ ��__ --A II F �IF L L _.IIif--- ALUMINUM TUBE FRAME STEEL FEET SQUARE BOLLARDS AT THE DRIVE-TWRU LANE SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. ANCHORS AS RECOMMENDED �I THESE BOLLARDS SHALL BE MANUFACTURED BY OSA/PHOTOTECH, TEL. BY AWNEX, INC. (310)537-5000, EMAIL: FHUBBELL@DSAPWOTOTECH.COM. THE GENERAL CONTRACTOR SHALL OBTAIN PRICING PRIOR TO SUBMISSION OF BID. RAILING E L E V A T I O N 9 SCALE: 1 1/2" a 1'-0" SQUARE BOLLARDS SHALL BE PROVIDED WITH A PAINT FINISH, BLACK RAIL #7021 WITH 10% SHEEN STEEL REMOVABLE CAP WITH POWDER COATED STAINLESS STEEL FASTENERS TWO BANDS OF 1" WIDE EXYERIOR GRADE SILVER/WWITE REFLECTIVE TAPE 5" X 5" X 1/4" SQUARE STEEL POST WITH GROUT FILL ALIGN BOLLARD WITW REAR FACE OF CURB UNLESS OTHERWISE NOTED CONCRETE CURB, REFER TO CIVIL DRAWINGS FINISHED PAVEMENT, REFER TO CIVIL 4A BOLLARD DETAIL --u KE50NY WQQD RAIL —. ALUMINUM TUBE FRAME ALL COMPONENTS (EXCEPT THE WOOD RAIL) SHALL BE OUTLINE OF 10" DEEP SHELF PROVIDED WITH A POWDER COAT FINISH, STARBUCKS BLACK, RAIL #7021 "�� ` 12" WIDE CONCRETE CURB ALL RAILING COMPONENT DIMENSIONS ARE 1/2" WIDE EXPANSION JOINT APPROXIMATE. FINAL DIMENSIONS TO BE DETERMINED Q BY AWNEX, INC. STEEL MESH FINISWED o PAVEMENT ALUMINUM TUBE FRAME _ I LANDSCAPE AREA - " " STEEL FEET 5 X 5 BOLLARD, REFER TO DETAIL 4A ON THIS SWEET 6" WIDE CONCRETE CURB ANCHORS AS RECOMMENDED BOLLARD PLAN DETAIL BY AWNEX, INC. 111 AT DRIVEmTHRU WINDOW 10 RAILING SECTION 4 B SCALE: 1/2" = 1'-0" ffi w TYP. TOP AND BOTTOM MONUMENT SIGN -ELEVATION SCALE: 1/4" ■ 1'-0" AS.2 4 =a FLOOR PLAN SCALE: 1/4" m 1'-0" ***3 NORTH WALL LEGEND 8" OR 12" CMU WALL CONSTRUCTION. REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT AND FILLED CELL LOCATIONS. AT INTERIOR, PROVIDE 20 GA. METAL STUD FURRING AT 16" O.C. WITH BATT INSULATION AT CAVITY AND 5/8" TYPE 'X' GWB, ALL FULL HEIGHT TO ROOF DECK. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION OF GWB WITH TENANT'S ROUGH -IN. SEE ADDITIONAL NOTES THIS SHEET LIFE SAFETY LEGEND MOST REMOTE POINT IN SPACE PATH OF POINT OF TRAVEL I EGRESS TRAVEL EGRESS ISTANCE GENERAL NOTES 1. ALL DIMENSIONS ARE TO FINISHED FACE OF GWB PARTITIONS, FACE OF CMU AND CENTERLINE OF COLUMNS UNLESS OTHERWISE INDICATED 2. TO THE FULLEST EXTENT POSSIBLE, COMPONENTS OF THE FLOOR PLAN WILL BE MARKED AS 'TYPICAL' (TYP.). WHERE 50, KEYED NOTES WILL NOT BE DUPLICATED FOR COMPONENTS OF LIKE KIND. SHOULD THE CONTRACTOR REQUIRE CLARIFICATION OF ANY SUCH COMPONENT, A REQUEST FOR INFORMATION (RFI) SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO BID 3, SITE RELATED WORK FOR STARBUCKS: 4. GYPSUM WALLBOARD (GWB) FOR STARBUCKS: WHERE INDICATED AT THE STAR13UCKS TENANT SPACE, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF 5/8" TYPE 'X' GYPSUM WALLBOARD OVER 3 5/8" OR 6", 20 GA. METAL STUD FURRING AT 16" O.C. WITH BATT INSULATION AT THE CAVITY. SAID CONSTRUCTION SHALL BE PROVIDED AT THE INTERIOR PERIMETER OF THE EXTERIOR WALLS, U.O.N. AND SHALL EXTEND FULL HEIGHT TO ROOF DECK. ALL GWB SURFACES SHALL BE FINISHED TO A LEVEL 4 FINISH AND READY TO RECEIVE PAINT FINISH BY TENANT AT THE BUILDING EXTERIOR, THE GC SHALL BE RESPONSIBLE FOR ALL THE GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION OF GWB WITH SUB -GRADE ELECTRICAL CONDUIT AND FOUNDATIONS FOR STAR13UCKS SITE STARBUCKS TENANT FINISH -OUT CONTRACTOR AND THEIR ROUGH -IN OF ITEMS INCLUDING, BUT NOT LIMITED TO, DIRECTIONAL SIGNAGE, ELECTRICAL AND PLUMBING MENU -BOARDS, DETECTOR LOOP, BOLLARDS AND HEIGHT RESTRICTION BAR. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC REQUIREMENTS.FOR CONDUIT RUNS THE GC SHALL OBTAIN A COMPLETE AND CURRENT SET OF STAR13UGKS INTERIOR FINISH --OUT PLANS. THOSE DOCUMENTS SHALL GOVERN WHEN DETERMINING PRECISE LOCATIONS FOR STARBUCK'S SITE ITEMS AND SPECIFICATIONS FOR THEIR FOUNDATIONS. DIMENSIONS REQUIRED TO LOCATE THESE ITEMS HAVE BEEN INTENTIONALLY OMITTED IN THESE CONSTRUCTION DOCUMENTS TO AVOID POTENTIAL CONFLICTS WITH STARBUCKS CONSTRUCTION DOCUMENTS REFER TO EXTERIOR ELEVATIONS FOR WALL SECTION CUT LOCATIONS AND FOR THE EXTERIOR FINISH SCHEDULE REFER TO ARCHITECTURAL SITE PLAN AND CIVIL DRAWINGS FOR ALL REQUIREMENTS OUTSIDE OF THE BUILDING LINE CIVIL DRAWINGS SHALL GOVERN ALL FINISHED GRADE ELEVATIONS AND THE DIMENSIONS OF ALL ITEMS OUTSIDE THE BUILDING INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PARKING STALLS, LANDSCAPE AREAS AND DRIVE AISLES REFER TO MEET A0.3 FOR KEYNOTE SCHEDULE F.A.C. 0A-60.0081 NOTICE REQUIRED FOR STRUCTURES WITH LIGHT -FRAME TRUSS -TYPE CONSTRUCTION NOTE: THIS BUILDING DOES NOT CONTAIN PRIMARY STRUCTURAL ELEMENTS WHICH ARE OF LIGHT -FRAME TRUSS -TYPE CONSTRUCTION A 1,90 4 O-- 6 5 3 1.5 1.1 1 i I \�I 29'-4" 33'-4' O ROOF PLAN SCALE: 1/4' ¢ I'-0" *43 NORTH PRIMARY AND EMERGENCY ROOF DRAIN CALCULATIONS FPC- PLUMBING APPENDIX B - RATES OF RAINFALL - CITY OF TAMPA, FL: 4.5 INCHES MAIN ROOF: FPC - PLUMBING TABLE 1106.2(2) - SIZE OF RECTANGULAR VERTICAL CONDUCTORS AND LEADERS: 3 1/2" X 4" DOWNSPOUT WILL PERMIT DRAINAGE OF 31180 SO. FT. OF ROOF AREA COVERAGE (3) 4" X 4" DOWNSPOUTS EACH WITH EMERGENCY OVERFLOW SCUPPER SERVING (3) ZONE AREAS AS DESCRIBED BELOW: ZONE 1: 622 $0. FT. ZONE 2: 793 SQ. FT. ZONE 3: 864 50. FT. ENTRANCE CANOPY: FPC - PLUMBING TABLE 1106.2.1 - SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS: 2" DIAMETER ROOF DRAIN WILL PERMIT DRAINAGE OF 575 50. FT. OF ROOF AREA. (2) 2" DIAMETER ROOF DRAINS THAT DISCHARGE INTO (2) 4" X 4" DOWNSPOUTS AND SERVE THE ZONE AREAS DESCRIBED BELOW: ZONE 4: 95 50. FT. ZONE 5: 95 SQ. FT. DRIVE-THRU CANOPY: FPC - PLUMBING TABLE 1106.2.1 - SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS: 2" DIAMETER ROOF DRAIN WILL PERMIT DRAINAGE OF 575 50. FT. OF ROOF AREA. (2) 2" DIAMETER ROOF DRAINS THAT DISCHARGE INTO (2) 4" X 4" DOWNSPOUTS AND SERVE THE ZONE AREAS DESCRIBED BELOW: ZONE 6: 42 SQ. FT. ZONE 7: 42 5Q. FT. THE STATED VERTICAL CONDUCTORS AND ROOF DRAINS ARE ALL WITHIN ALLOWABLE LIMITS FOR AREA SERVED BASED ON RAINFALL RATES FOR THIS REGION ZONE 4 95 S.F. 2'-1' L I, 2'-1' ZONE 5 95 5.F. ZONE 6 42 S.F. ZONE 7 42 S.F. 16'-2' ALL DOWNSPOUTS EXTENDING TO GRADE SHALL BE CONNECTED TO THE UNDERGROUND STORM SEWER UNLESS OTHERWISE NOTED. REFER TO CIVIL DRAWINGS. A CAST ALUMINUM TRANSITION HOOT WITH CLEAN OUT SHALL BE PROVIDED FOR THIS CONNECTION. REFER TO DETAIL ON SHEET A5.1 THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE LOCATIONS OF UNDERGROUND PIPING TO PRECISELY ALIGN WITH ROOF SCUPPERS AND DOWNSPOUTS REFER TO WALL SECTIONS FOR DESCRIPTION OF CANOPIES AND AWNINGS AND REFERENCES TO DETAILS REFER WALL SECTIONS FOR REFERENCES TO PARAPET AND ROOF DETAILS. SEE STRUCTURAL DRAWINGS FOR J015T REQUIREMENTS O REFER TO SHEET A0.3 FOR KEYNOTE SCHEDULE Ale ROOF DRAINAGE PLAN p .4 =I T.O. M� TYF TYP. (8" NOTE: CONTRACTOR TO ALIGN HEIGHT OF DRIP EDGE, COPING AND FINISHES WITH ADJACENT CANOPIES B.O. BEAM h FI = l'),-o" A F F B.O. CANOPY 1 PARAPET DETAIL SCALE: 1 i/2" r 1'-D" �1CANOPY DETAIL FLASHING DETAIL SOLDER, SIGN TYP, SECTION A -A SECTION B-B SECTION C-C SOLDEI, TYP. DE7AIL 2 EL.- 11-4" A T.O. MASONR FLASHING DETAILS. NOT TO SCALE NOT TO SCALE ELEVATION SECTION. 2 PARAPET DETAIL PLUMBING VENT DETAIL. SCALE: 1 1/2' - 1'-0' INSTALLATION INSTRUCTIONS TYPICAL PARAPET FLASHING DETAIL ROOFTOP UNIT, REFER TO MECHANICAL SPECIFICATIONS P.T. WOOD NAILER, CONT. z RIGID INSULATION AT PERIMETER OF CURB 1/2" PIA. THRU BOLTS AT 24" O.C. (3) BOLTS REQUIRED PER EACH SIDE OF UNIT. REFER TO STRUCTURAL DRAWINGS — ROOF OPENING VERIFY W/ MFR. EQUIPMENT SCREEN DETAIL FASTEN RTU UNIT TO CURB WITH (1) ZINC COATED, 1/4-14 X 6" HWH SELF -DRILLING SCREW WITH A #3 DRILL POINT (BUILDEX OR EQUAL), SPACED 18" O.C. MAXIMUM. PROVIDE AT ALL FOR SIDES OF UNIT. REFER TO STRUCTURAL DRAWINGS ROOF CURB, REFER TO MECHANICAL DRAWINGS FOR EQUIPMENT SPECIFICATIONS SINGLE -PLY MEMBRANE NEAT WELDED SEAM SINGLE -PLY MEMBRANE ROOFING ROOF INSULATION DMETAL RAW NGS ROOF DECK, REFER TO STRUCTURAL STEEL ANGLE SUPPORT FRAME, REFER TO STRUCTURAL DRAWINGS ANGLE SEAT, REFER TO STRUCTURAL DRAWINGS ROOF JOIST, REFER TO STRUCTURAL DRAWINGS NOTES: AT LEAST ONE SIDE OF THE ROOF OPENING SHALL BE SUPPORTED BY A ROOF FRAMING MEMBER THE ROOF CURBS MAY BE WITHOUT INSULATION. TOP OF ROOF CURB SHALL BE INSTALLED LEVEL, SHIMMED FROM BENEATH SO TOP OF CURB HEIGHT WILL BE AS STATED IN FBC-BUILDING TABLE 1522.3 ABOVE ROOF SURFACE, NOTE: NOTE: REFER TO STRUCTURAL ROOF FRAMING PLAN REFER TO STRUCTURAL DRAWINGS FOR FOR ASSOCIATED STRUCTURAL DETAILS FASTENING METHODS AND SPECIFICATIONS TYPICAL ROOFTOP UNIT CURB DETAIL. CONDENSING UNIT BY OTHERS, UNDER SEPARATE PERMIT - REFER TO SWEET AO.3 FOR KEYNOTE SCHEDULE TO THE FULLEST EXTENT POSSIBLE, COMPONENTS OF THE WALL SECTIONS WILL BE MARKED AS 'TYPICAL' (TYP.). WHERE 50, KEYED NOTES WILL NOT BE DUPLICATED FOR COMPONENTS OF LIKE KIND. SHOULD THE CONTRACTOR REQUIRE CLARIFICATION OF ANY SUCH COMPONENT, A REQUEST FOR INFORMATION (RFI) SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO BID nPARAPET DETAIL NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALL FASTENING REQUIREMENTS OF STAND TO ROOF STRUCTURE AND CONDENSING UNIT TO STAND THE CONDENSING UNIT SHALL BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT (TENANT FINISH -OUT). CONNECTIONS FOR THE CONDENSING UNIT TO STAND SHALL BE SPECIFIED IN THEIR PERMIT DOCUMENTS BASED ON ACTUAL UNIT TO BE PROVIDED AND INSTALLED ROOF SURFACE — STEEL CHANNEL STAND BASE, REFER TO STRUCTURAL DWGS. SIDE ELEVATION STEEL CHANNEL STAND BASE BELOW, REFER TO STRUCTURAL DWGS. NOTE: REFER TO STRUCTURAL ROOF FRAMING PLAN FOR ASSOCIATED STRUCTURAL DETAILS CONDENSING UNIT BY OTHERS, UNDER SEPARATE PERMIT ---,I ----------- -- -j 6" L 1, 6" PLAN VIEW A 1,02 TYPICAL SCUPPER DETAILS. SCALE: 1 1/2' - 1'-0" CONDENSING RACK DETAILS SCALE: 3/4' - I'-0" A 4 BELOW Awr BELOW Awr 6 5 i I -rota e, .-1 an tvA ti an -r an tvo I NINDON REFER TO STRUCTURAL. DRAWINGS 6 4 2 1 REFER TO SWEET AO.3 FOR KEYNOTE SCHEDULE A200 IIIPI I'l,'_,,�- o T.O. MASONRY JOIST BEARING B.O. CANOPY / T.O. STOREFRONT SOUTH ELEVATION L. 101'-4" A.F.F. T.O. MASONRY 16'-8 3/B" A.F.F. JOIST BEARING PT-3 4:4 PT-3 1•-s MTL-1 x T m A5.0 A5.2 51M 1.22 TYP. 9.44 10.10 1.21 I I I I I I I I I I (:: L /1WEST ELEVATION GENERAL FINISH NOTES EXTERIOR INSULATION FINISH SYSTEM (EIFS) REQUIREMENTS: 1. THE STANDARD FINISH COAT OVER CEMENT PLASTER SURFACES SHALL BE AN ACRYLIC EIFS FINISH COAT, 'DRYVIT TAFTS' (OPTION 1) AS MANUFACTURED BY DRYVIT SYSTEMS, INC. COLORS, AS SPECIFIED ON THE EXTERIOR FINISH SCHEDULE, HAVE BEEN SELECTED FROM DRYVIT'S STANDARD COLORS. T14I5 SYSTEM CONSISTS OF A TINTED PRIMER AND TEXTURED ACRYLIC FINISH WITH INTEGRAL COLOR. THE SPECIFIED SYSTEM HAS A 10-YEAR MANUFACTURER WARRANTY 2. WHERE A CUSTOM COLOR 15 REQUIRED FOR THE FINISH COAT OVER CEMENT PLASTER SURFACES, AN ACRYLIC EIFS FINISH COAT, 'DRYVIT TAFTS' (OPTION 1) WITH STRATOTONE COLOR MATCHING SYSTEM AS MANUFACTURED BY DRYVIT SYSTEMS, INC. SHALL BE PROVIDED. CUSTOM COLORS ARE SPECIFIED ON THE EXTERIOR FINISH SCHEDULE. THIS SYSTEM CONSISTS OF A TINTED PRIMER AND TEXTURED ACRYLIC FINISH WITH INTEGRAL COLOR. THE SPECIFIED SYSTEM HAS A 5-YEAR MANUFACTURER WARRANTY 3, ALL FINISH COAT TEXTURES SMALL BE 'SANDPEBBLE" UNLESS OTHERWISE NOTED 4. WHERE FOAM TRIM, CORNICE MOLDING OR OTHER SHAPES ARE SPECIFIED, COMPONENTS SHALL BE AS MANUFACTURED BY 'DRYVIT SHAPES BY ACROCORE' AND SHALL BE COMPRISED OF A TYPE 1 CLASSIFICATION EXPANDED POLYSTYRENE WRAPPED IN A FLEXIBLE IMPACT RESISTANT FIBERGLASS MESH AND COATED WITH A FACTORY APPLIED POLYMER MODIFIED, FLEXIBLE CEMENT COATING EL. 2'-811 A 9.41 T.O. STEEL EF-2 EF-1 L � — ---- � EL. = 17'-4" A.F.F. JOIST BEARING 1.43 7.81 q EF-3 MTL-1 PT-3 111 10.11 — 5Fo1 SF-1 5F 5. ALL GENERAL CONTRACTOR BIDS SHALL INCLUDE THE ABOVE STATED SYSTEMS / PRODUCTS IN THEIR BASE BIDS. SUBSTITUTIONS WILL BE CONSIDERED FOR APPROVAL BUT ONLY IF FULLY QUALIFIED IN BIDS INCLUDING COMPLETE SYSTEM / PRODUCT SPECIFICATIONS AND ASSOCIATED COSTS ALUMINUM COPING, DRIP EDGES, SCUPPERS AND DOWNSPOUT REQUIREMENTS: 1. ALL COMPONENTS SHALL BE PREFINISHED WITH A FACTORY APPLIED, KYNAR 500 FINISH OR MANUFACTURER EQUIVALENT. COLORS SHALL BE AS SPECIFIED FROM THE MANUFACTURER'S STANDARD COLOR OPTIONS GENERAL-- 1. WHERE PLASTER REVEALS ARE NOT PREFINISHED, REVEALS SHALL BE PAINTED TO MATCH THE ADJACENT WALL COLOR UNLESS OTHERWISE NOTED 2. ALL EXPOSED, BUILDING MOUNTED UTILITIES AND CONDUITS SHALL BE PAINTED TO MATCH THE ADJACENT WALL SURFACES UNLESS OTHERWISE NOTED 2.20 J EXTERIOR FINISH SCHEDULE CEMENT PLASTER / EIFS FINISHES (ACRYLIC EIFS FINISH WITH INTEGRAL COLOR AND TEXTURE) PAINT FINISHES TAG MANUFACTURER COLOR DESCRIPTION TAG MANUFACTURER COLOR DESCRIPTION EF-1 DRYVIT MATCH SHERWIN WILLIAMS #5W7015 "REPOSE GRAY" CUSTOM DRYVIT STRATOTONE COLOR PT-2 SHERWIN WILLIAME #SW7018 "DOVETAIL" SHEEN TO BE SATIN PT-3 SHERWIN WILLIAM #SW6258 "TRICORN BLACK' SHEEN TO BE SATIN EF-2 DRYVIT MATCH 5HERWIN WILLIAMS #5W7018 "DOVETAIL" CUSTOM DRYVIT STRATOTONE COLOR ALUMINUM STOREFRONT SF -I I YKK "DARK BRONZE" EF-3 DRYVIT MATCH SHERWIN WILLIAM5 #SW625B "TRICORN BLACK' CUSTOM DRYVIT STRATOTONE COLOR SIDING SD-1 NICHI14A VINTAGE WOOD "BARK" [CEMENTITOUS SIDING METAL TRIM, COPING, DOWNSPOUTS AND SCUPPERS AWNING FABRIC MTL-1 I PAC -CLAD I "MATTE BLACK" KYNAR 500 FB-I SUNBRELL.A "5032 BLACK" T.O. STEEL / MASONRY REFER TO SHEET A0.3 FOR KEYNOTE SCHEDULE SIGNAGE DEPICTED IN THESE DOCUMENTS ARE FOR COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS WHERE APPLICABLE IT SHALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED AND SITE SIGNAGE WILL BE PERMITTED SEPARATELY BY THE SIGN VENDOR. AT THAT TIME, COMPLETE DETAILS INCLUDING, BUT NOT LIMITED TO, SIGN FABRICATION, SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC. WILL BE SUBMITTED FOR PERMIT REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK NORTH ELEVATION SCALE: 114' s 1'-0' EL. - 22'-B" A.F.F. T.O. MASONRY Iq'- " A E.F. - - T.O. MASONRY EL. - 17'-4 3/8" A.F.F. JOIST BEARING i EL. - 12'-0" A.F,F / B.O. CANOPY L, = 0'-011 FINISHED FLOOR nEAST ELEVATION r.�. = 10'-u'- H.r.r. T.Q. MASONRY AT LADDER ACCESS BEYOND B.O. CANOPY BEYOND BEYOND REFER TO SWEET A0.3 FOR KEYNOTE SCHEDULE REFER TO SWEET A3.0 FOR EXTERIOR FINISW SCHEDULE AND GENERAL FINISW NOTES SIGNAGE DEPICTED IN THESE DOCUMENTS ARE FOR COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS WHERE APPLICABLE IT SMALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED AND SITE 5IG4AGE WILL BE PERMITTED SEPARATELY BY TWE SIGN VENDOR. AT THAT TIME, COMPLETE DETAILS INCLUDING, BUT NOT LIMITED TO, SIGN FABRICATION, SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC. WILL BE SUBMITTED FOR PERMIT REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK A30 ­ . 3'-011 10'-10" (3) EQ. SECTIONS SEE DOOR (3) EQ. SECTIONS SCNED. 0 1 - un �r 1 I � ! I I I I II � T m OFRAME TYPE "AL -I" ALUM. STOREFRONT WINDOW 14'-811 (4) EQ. SECTIONS OFRAME TYPE "AL-2" ALUM. STOREFRONT WINDOW 7'-411 (M.O.) 3'-1 1/2" 4'-0" VERIFY VERIFY kV 0 .2 1/2" �F x _1 m� CONTRACTOR TO VERIFY WINDOW OPERATION DIRECTION WITH TENANT DRAWINGS PRIOR TO ORDERING UNIT OR INSTALLATION. COORDINATE GRADING AS w NECESSARY TO PROVIDE 42" SILL �+ HEIGHT FROM EXTERIOR PAVEMENT WHILE MAINTAINING 36" A.F.F. FIN. FLR. ELEVATION 41 FRAME TYPE "AL -a" FRAME TYPE "AL-5" WINDOW O DRIVEWAY ELEVATION ALUM. STOREFRONT E ALUM. STOREFRONT WINDOW O FRAME TYPE "AL-6" ALUM. DRIVE-THRU WINDOW (REFER TO DRIVE-THRU WINDOW SPECIFICATIONS THIS SHEET) ALUMINUM STOREFRONT FRAME TYPES \,,_l,/ SCALE: 3/16" - 1'-0' 211 211 FRAME TYPE "HM-1" EXTERIOR HOLLOW METAL DOOR FRAME HOLLOW METAL. SCALE. 3/16" a 1'-0' RAME TYPES 10'-8" (PM.O.) , -o11 SEE DOOR SCHED. OFRAME TYPE "AL-3" ALUM. STOREFRONT WINDOW THE CONTRACTOR SHALL OBTAIN DOOR AND STOREFRONT MANUFACTURER'S FLORIDA PRODUCT APPROVAL DATA AND INSTALLATION REQUIREMENTS AND MAKE AVAILABLE TO FIELD INSPECTORS UPON REQUEST ALUMINUM STOREFRONT FRAME AND DOOR COMPONENTS SHALL BE 'DARK BRONZE' ALUMINUM STOREFRONT BASED ON YKK YHS 5OF1 SYSTEM WITH 1 5/16' IMPACT RATED, INSULATED GLASS, CLEAR, LOW-E DOORS SHALL BE MEDIUM STYLE, HEAVY DUTY, BASED ON YKK MODEL 50H WITH 1' INSULATED GLASS, CLEAR SEE SEE DOOR SCHED. DOOR SCNED. DOOR TYPE "A" DOOR TYPE 'B' EXTERIOR ALUMINUM EXTERIOR HOLLOW STOREFRONT DOOR METAL DOOR (MEDIUM STILE) DCJGIR TYPE FRAME OPENING SCHEDULE OPNi' NO. SPACE LOCATION DOOR (AS APPLICABLE) FRAME [METAL REFERENCE FNSH REMARKS REFER To °FRAME OPENING SCHEDULE REMARKS' AS REFERENCED BELOW NO. TYPE WDTH HGT. TFiC. MAT'L FDW TYPE MAT'L HEAD JAMB THREW DR. FRM. 0STOREFRONT A 3'-011 7'-011 BY MFR. ALUM/ CLASS 2 AL -I ALUM. 3/A4.! - 3/A4.1 PREFIN PREFIN SEE NOTES 3, 4, 5 6 1 STOREFRONT A PR. 3'-0" PR. 7'-0" BY MFR. ALUM/ CLASS I AL-3 ALUM. 1/A4.1 - I/A4.1 PREFIN PREFIN SEE NOTES 3, 4, 5 6 0 EXIT/ENTRY B 3'-6" 7'-011 1-3/4" HOLLOW MTL 3 "ti-I NM 5/A4.1 6/A4.1 7/A4.1 PAINT PAINT SEE NOTES 11 2 5 3 A SEE E EVAT 0 N AL-1 ALUM. 3/A4.1 4/A4.1 4/A4.1 3/A4.I - PREFIN SEE NOTES 3, 4, 5 6 O O S E E E 1. E V A T O N AL-2 ALUM. 4/A4.1 - 4/A4/1 - PREFIN ,SEE NOTES 3, 41 5 6 O 5 E E E L E V A T O N AL-3 ALUM. i/A4.1 2/A4.1 _ I/A4.1 2/A4.1 - PREFIN SEE NOTES 3 4 5 6 O O 5 E E E E V A T ON AL-4 ALUM, 8/A4.1 SIM. - 10/A4.1 SIM. - PREFIN SEE NOTES 3, 41 5 6 O O 5 E E E 1 E V A T O N AL-5 ALUM. 8/A4.1 SIM. - 10/A4.1 - PREFIN SEE NOTES 3 4 5 6 AND DRIVE-fNRb WINDOW NOTE F SEE E EVAT 0 N AL-6 ALUM. 8/A4.1 _ q/A4.1 - PREFIN SEE NOTES 3, 4, 5 6 AklM nnit.0 7, If]I I.IIAII I/N.►/i1 Y'C. GENERAL DOOR AND HARDWARE NOTES A. DOOR CLOSURE ARMS 514ALL PERMIT MAXIMUM DEGREE OF OPENING PERMITTED BY WALL CONDITIONS B. DOOR CLOSURES SHALL BE APPLIED TO BOTH LEAVES OF A PAIR OF DOORS C. SILENCERS TO BE FURNISHED ON ALL DOOR OPENINGS D. THRESHOLDS TO BE FURNISHED WITH STAINLESS STEEL MACHINE SCREWS AND LEAD ANCHORS E. FUrNI SN NE:'STRO01-1 DOORS WITH I" UNDEPCUT, U.C.N. F. ALL DOOR HANDLES SHALL BE LEVER TYPE WITH RETURNS TO WITHIN 1/2" OF THE DOOR FACE AND IN CONFORMANCE WITH ANSI 117,1, LATEST EDITION G. CONTRACTOR SHALL RE -KEY DOORS AT COMPLETION OF PROJECT H. ALL STEEL DOORS SHALL BE PAINTED PRIOR TO INSTALLATION OF HARDWARE I. ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES TO BE GALVANIZED J. REFER TO FLOOR PLAN FOR DOOR SWINGS K. EXIT DOORS: DURING BUSINESS HOURS EXIT DOORS 514ALL BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY L. HARDWARE SUPPLIER TO VERIFY ALL HARDWARE COMPONENTS ARE COMPATIBLE WITH ACCOMPANYING ITEMS AND ARE IN COMPLIANCE WITH ALL STATE OR PRODUCT APPROVALS M. HARDWARE SUPPLIER TO CONFIRM HARDWARE FINISHES MATCH STOREFRONT FINISH COLOR N. ALL EXTERIOR DOORS SHALL MEET FLORIDA WINDSTORM REQUIREMENTS. THE DOOR HARDWARE SPECIFIED IS LISTED AS A BASIS OF DESIGN. IF ALTERNATE HARDWARE IS PROPOSED, PROVIDE FBC COMPLIANCE INFORMATION (2) ROCKWOOD DOOR STOP W/HOOK (473) (2) KAWNEER OFFSET PIVOTS, WITH FULLY MORTISED INTERMEDIATE PIVOT, DARK BRONZE (1) 1/2" X 4" THRESHOLD, MILL FINISH - (1) DRIP CAP HARDWARE SET NO. 2 QTY. ITEM (1) ADAMS RITE DOOR LOCK M518505 DEADBOLT (1) KAWNEER 3-POINT LOCKING SYSTEM - (1) BBW SIGN "THIS DOOR TO REMAIN UNLOCKED" (1) DOOR CLOSER 8916 AF8gP AL DORMA (2) FALCON 7 PIN CORE COMBINATED "A" KEYWAY 626 FINISH 1-1 (9) FALCON CUT USER KEY "A" KEYWAY (2) MORTISE CYL SHELL 7 PIN W/AS CAM s CHROME (26D) FINISH, (2) ADJUSTABLE RING, MORTISE CYL 5/16-13/32 SATIN CHROME 26D FINISH (1) DOOR PULL HANDLE CO-g PULL AND CP II PUSH, #46 STAINLESS STEEL U532D DULL (1) ROCKWOOD DOOR STOP W/HOOK (473) - - - (1) KAWNEER OFFSET PIVOTS, WITH FULLY MORTISED INTERMEDIATE PIVOT, DARK BRONZE 4" THRESHOLD, MILL FINISH (1) KAWNEER WEATHER STRIP (1) KAWNEER DOOR SWEEP WITH CONCEALED FASTENERS (1) DRIP CAP _ - - - - FRAME OPENING SCHEDULE REMARKS 1. PAINT DOOR AND FRAME, SEMI-GLO55 PAINT, U.O.N. COLOR TO MATCH ADJACENT WALL COLOR 2. PROVIDE INSULATED HOLLOW METAL DOOR 3. ALUMINUM STOREFRONT FRAME AND DOOR COMPONENTS SHALL BE 'DARK BRONZE' 4. ALUMINUM STOREFRONT BASED ON YKK Y145 50FI SYSTEM WITH 1 5/16' IMPACT RATED, INSULATED CLASS, CLEAR, LOW-E STOREFRONT U-FACTOR = 0.4q SOLAR HEAT GAIN COEFFICIENT (SHGC) - 0.25 VISIBLE TRANSMITTANCE (VT) - 0.43 5. THE CONTRACTOR SHALL COORDINATE SUBMITTAL OF MANUFACTURER'S FLORIDA PRODUCT APPROVAL DATA AND INSTALLATION REQUIREMENTS WITH THE BUILDING DEPARTMENT, IF REQUIRED 6. PROVIDE SILL FLASHING CONTINUOUS ALONG 130TTOM OF ALL SILL MEMBERS. AT TERMINATION OF SILL FLASHING, PROVIDE END CAP OF EQUAL MATERIAL. SET ALL IN BED OF CONTINUOUS SEALANT DRIVE-THRU WINDOW WINDOW UNIT READY ACCESS "600 SERIES" WINDOW READY ACCESS MODEL 600MOER 43 1/2" HIGH X 47 1/2" WIDE 1815 ART14UR DRIVE COLOR TO MATCH STOREFRONT, 'DARK BRONZE' WEST CHICAGO, IL 60185 # DRIVE-THRU SHELF IS PROVIDED BY MANUFACTURER PH: BOO-621-5045 A4400 NEW STOREFRONT HEAD/ 1THRESHOLD DETAIL SCA (811) TYP. 7'-4 3/8" A.F.F. _ LINTEL TYP. q.47 TYP.0-09)---' / 11t TYF 1: .... GROUT FRAME SOLID r.-�DO.OR HEAD DETAIL SCALE: 3' ■ I'-0' nDOOR JAMB DETAIL ALUMINUM THRESHOLD DETAIL SCALE: 3' - 1'-0" TYP 1 TYP. TYP. STOREFRONT HEAD/ nSILL7 TAIL DE r,1DRIVE-THRU HEAD DETAIL EL. = 12'-0" A.F.F. _ H.O. CANOPY Typ. q,47 TYP. 7.08 SCALE: 3' 1'-0" TYP .032 ALUM. SILL 8.12 FLASHING CONT. FINISHED TO MATCH STOREFRONT FRAMING j 6.12 7.Oq 10" (54ELFj FUTURE TENANT 13,40 ALIGN TO PROVIDE METAL TRIM (SHOWN DASHED) 4 d q.47 TYP. EL, 3'-0" A.F.F. T.0 MASONRY I Q I q.15 TYP. I lk (811) 4.13 I d 4 7.60 5.45 7.61 , . R j (a") 4.10 DRIVE-THRU SILL DETAIL SCALE: 311 I'-0" STOREFRONT HEAD/ THRESHOLD DETAIL SCALE: 3" - 1'-0' .032 ALUM. SILL FLASHING CONT. FINISHED TO MATCH STOREFRONT FRAMING (8" (811 � SILL DETAIL O SCALE: 3' ,11_On TYP, 9.46)TYP. EL. = 3'-0" A.F.F. STOREFRONT HEAD/ OSILL DETAIL REFER TO SWEET A0.3 FOR KEYNOTE SCHEDULE TO THE FULLEST EXTENT POSSIBLE, COMPONENTS OF THE WALL SECTIONS WILL BE MARKED AS 'TYPICAL' (TYP.). WHERE 50, KEYED NOTES WILL NOT BE DUPLICATED FOR COMPONENTS OF LIKE KIND. SHOULD THE CONTRACTOR REQUIRE CLARIFICATION OF ANY SUCH COMPONENT, A REQUEST FOR INFORMATION (RFI) SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO BID 2 /1PLAN DETAIL )p- ( ) nPLAN DETAIL TYR TYP. (811) TYP. TYR TYP. TYR TYP. 11 REFER TO SHEET AO.3 FOR KEYNOTE SCHEDULE TO THE FULLEST EXTENT POSSIBLE, COMPONENTS OF THE WALL SECTIONS WILL BE MARKED AS 'TYPICAL' (TYP.). WHERE 50, KEYED NOTES WILL NOT BE DUPLICATED FOR COMPONENTS OF LIKE KIND. SHOULD THE CONTRACTOR REQUIRE CLARIFICATION OF ANY SUCH COMPONENT, A REQUEST FOR INFORMATION (RFI) 1.5 I I SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO BID 3 PLAN DETAIL w imom w (: )P- LAN DETAIL 3 � AL2 A1.2 E '-8"A — — — — --I T.O. HSS STEEL I I I I I I I I I I I I B I I B A B I I I I I I I I I 2 -8n I A1.2 A1.2 21-811 i n i n = 19'-•4" A.F.F. = 19 - A.F. _ _ _ " 7.13 TYP.I I 1 - A.F.F._ _ � I T.Q. MASONRY i I I 1_ n T.O. MASONRY I I T.O. MASONRY I I ( 1 EL.- 1q -0 A.F.F. 8 U J B.O. HSS STEEL I I I I + A1.2 i i 5.10 t 1 i i - TYP. � i i TYP. 7.12 -I- EL.= IT- 3 8" A.F.F. _ _ - - 1T- 3 8" A. _ _ - @k .= 17'-4 3/8" A.F.F. JOIST BEARING JOIST GEARING r I JOIST BEARING 5.12 TYP. TYP. 4.13 (:') _.: TYP.(8")(4.10 TYP. 5.80 ao m TYP. TYP. 9.16 )TYP. THE CANOPIES FOR THE MAIN ENTRY AND DRIVE-THRU SHALL INCLUDE EXPOSED METAL ROOF DECKING WHICH SHALL BE RECEIVE A PAINT FINISH THE GENERAL CONTRACTOR'S BID SHALL INCLUDE LINE ITEM PRICING AT THESE AREAS FOR: 1) TYPE 1 1/2' DEEP, 20 GA., TYPE 'B' METAL DECKING WITH EXPOSED FASTENERS 2) EPICORE ER2R-20 METAL DECKING WITH CONCEALED FASTENERS REFER TO STRUCTURAL DRAWINGS )W�L ---------------------------- -- -- IEL. = 12'-0" A.F.F. _ 1 B.O. STEEL CANOPY --------------- EL.- 10'-8 3/8" A.F.F. B.O. LINTEL rh - 8'-0" A.F.F. _ LIGHT FIXTURE MOUNTING HEIGHT BEYOND THE CANOPIES FOR THE MAIN ENTRY AND DRIVE-THRU SHALL INCLUDE EXPOSED METAL ROOF DECKING WHICH SHALL BE RECEIVE A PAINT FINISH THE GENERAL CONTRACTOR'S BID SHALL INCLUDE LINE ITEM PRICING AT THESE AREAS FOR: 1) TYPE 1 1/2' DEEP, 20 GA., TYPE 'B' METAL DECKING WITH EXPOSED FASTENERS 2) EPICORE ER2R-20 METAL DECKING WITH CONCEALED FASTENERS REFER TO STRUCTURAL DRAWINGS TYP. 2.20 EL. = V-0" _ FINISHED FLOOR . 8.10 )TYP. .25 ) TYP. M..= IL —V' A.r.r. B.O. CONCRETE BEAM 1.20 L------------ . --------- I. I� _I..i /1WALL SECTION EL.- 1 '- T.D. MAf EL.= 10- J01ST BI - 13'- CENTER 0' FINISHEC REFER TO SHEET A0.3 FOR KEYNOTE SCHEDULE TO THE FULLEST EXTENT POSSIBLE, COMPONENTS OF THE WALL SECTIONS WILL BE MARKED AS 'TYPICAL' (TYP.). WHERE 50, KEYED NOTES WILL NOT BE DUPLICATED FOR COMPONENTS OF LIKE KIND. SHOULD THE CONTRACTOR REQUIRE CLARIFICATION OF ANY SUCH COMPONENT, A REQUEST FOR INFORMATION (RFI) SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO 51D C At WALL SECTION SCALE:U A5,00 ti 11 REFER TO SWEET AO.3 FOR KEYNOTE SCHEDULE TO THE FULLEST EXTENT POSSIBLE, COMPONENTS OF THE WALL SECTIONS WILL BE MARKED AS 'TYPICAL' (TYP.). WHERE 50, KEYED NOTES WILL NOT BE DUPLICATED FOR COMPONENTS OF LIKE KIND. SHOULD THE CONTRACTOR REQUIRE CLARIFICATION OF ANY SUCH COMPONENT, A REQUEST FOR INFORMATION (RFI) SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO BID SIM Al2 LADDER CONSTRUCTION NOTES: DRAWINGS INDICATE DESIGN INTENT FOR ROOF ACCESS LADDER COMPONENTS. ALL COMPONENTS SHALL BE INDICATED ON SEPARATE SHOP DRAWINGS PROVIDED BY THE STEEL FABRICATOR, INCLUDING METHOD OF ATTACHMENT, WELDED CONNECTIONS, AND DETAILING FOR THE LOCKING GATE MECHANISM. SAID SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION ALL WELDS SHALL BE GROUND SMOOTH AND PRIMED FOR PAINT FINISH ALL STEEL LADDER COMPONENTS SHALL BE SHOP PRIMED AND PAINTED, SEE FINISH SCHEDULE. PROVIDE TOUCH UP IN THE FIELD AS REQUIRED 3" X 3/8" rING AT GW/2"X2"X GLE SUPPORT ) TO LADDER 'LATE 3/8' THK. 12" SUPPORT ETS, TYP. ILTI HIT 14Y150 ANCHOR INTO ED CELLS (3-5/5' ), TYPICAL EACH ET EEL LADDER AT 12" Q.G., NISHED SIDEWALK, ERIFY ELEVATION ITH CIVIL A50 WALL SECTION 1 L1=: )W�L 3/q" ■ I'-0" )W�AL 3/4" ■ 1'-0" DETAIL 5)LADDER SCALE: 3/4' - 1'-0" am 4 L. '-8" A T.O. MASONRY D I 2 A1.2 EL.I = 1 '- " A.F.F. T.O. MASONRY 7.13 7.61 EL.- 16'-6 7 " A.F.F. 1455 BEARING 2 1 A1.3 r 2A A1.3 Q 1.�4 I I EL.-W-0"A 8.0. CANOPY TYP. 16.32 THE CANOPIES FOR THE MAIN ENTRY AND DRIVE-THRU SMALL INCLUDE EXPOSED METAL ROOF DECKING WHICH SMALL BE RECEIVE A PAINT FINISH THE GENERAL CONTRACTOR'S BID SHALL INCLUDE LINE ITEM PRICING AT THESE AREAS FOR: 1) TYPE 1 1/20 DEEP, 20 GA., TYPE "B" METAL DECKING WITH EXPOSED FASTENERS 2) EPICORE ER2R-20 METAL DECKING WITH CONCEALED FASTENERS REFER TO STRUCTURAL DRAWINGS 7.61 7.6E (8")(4.10 TYP.6-82 Cl..= W-o '4 B.O. LINTEL 4122-�)— 8.12 8.10,)BEYOND II 7.12�)TYP. TYP. 5.20 EL.- 13'-4 3/8" A B.O. LINTEL q Aq.l 13.40EL.r 1 I = 3'4" A.F.F. _ T.O. SILL - I I 5.02 TYP. .a �n m I� On I 5.01 TYP. 0'-0° TYP. EL.P. 3.24 FINISHED FLOOR TY ^�- "`' -----— — — — — — — — — — — — — — — — 2.25 - 1 — — REFER TO SWEET Ao.3 FOR KEYNOTE SCHEDULE 1 TO THE FULLEST EXTENT POSSIBLE, COMPONENTS OF THE WALL SECTIONS WILL BE MARKED AS 'TYPICAL' (TYP.). WHERE SO, KEYED NOTES WILL NOT BE DUPLICATED FOR COMPONENTS OF LIKE KIND. SHOULD THE CONTRACTOR REQUIRE CLARIFICATION OF ANY SUCH COMPONENT, A REQUEST FOR INFORMATION (RFI) SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO BID A5,02 r_ �I 1 WALL SECTION LE= MISCF7 I ANE0L1S 1. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS. 2. THE STRUCTURAL DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES AND SEQUENCES. 3. CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 4. APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE 6TH EDITION (2017). 5. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017). 6. DESIGN GRAVITY LOADS: AREA SUPERIMPOSED LIVE LOAD (FBC, TABLE 1607.1) ROOF 20 PSF FLOOR 100 PSF (SLAB -ON -GROUND) STEEL CANOPY 20 PSF AREA DEAD LOAD ROOF 20 PSF 7. ULTIMATE DESIGN WIND SPEED = 137 MPH (FBC, FIGURE 1609.3.1) ASD NOMINAL DESIGN WIND SPEED = 106 MPH (FBC, TABLE 1609.3.1) RISK CATEGORY II (FBC, TABLE 1604.5) REFER TO 1/SO.1 FOR WIND PRESSURES AND MORE INFO. 8. SEISMIC DESIGN: N/A 9. SNOW DESIGN: N/A 10, FLOOD DESIGN: N/A 11. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS. 12. CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS. MAIMIAL ANID�SHOP DRAIMING SUBMITTALS 1. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND MARKED "APPROVED" PRIOR TO SUBMITTING TO THE ARCHITECT. NON -CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 2. SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN IN DIGITAL PDF FORMAT WITH A HIGH -RESOLUTION. ALLOW FOR TWO WEEKS REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. ALL SUBMITTALS SHALL BE SIGNED/SEALED BY THE SPECIALTY OR DELEGATED ENGINEER, AS NOTED BELOW. REFER TO THE SPECIFIC SECTION ON THIS SHEET FOR MORE INFORMATION REGARDING THE SHOP DRAWING SUBMITTAL. a) STRUCTURAL STEEL b) CONCRETE MIX DESIGN c) CONCRETE REINFORCING STEEL d) MASONRY REINFORCING STEEL e) PRECAST CONCRETE MASONRY f) STEEL JOISTS AND GIRDERS g) METAL DECK h) COLD -FORMED METAL FRAMING DATA 3. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S REVIEW THEREOF. 4. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTHS, DIMENSIONS, ETC. 5. SHOP DRAWING REVIEW COMMENTS BY THIS FIRM SHALL BE TRANSMITTED TO THE ARCHITECT OF RECORD ONLY FOR THEIR REVIEW. THE ARCHITECT WILL TRANSMIT AN ELECTRONIC COPY OF ALL REVIEWED SUBMITTALS TO THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR DISTRIBUTING THE REVIEWED SHOP DRAWINGS TO THE IMPACTED TRADES OR SUBCONTRACTORS. 6. CHANGES AND ADDITIONS MADE ON SHOP DRAWING RE -SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED AS SUCH. THE PURPOSE OF THE RE -SUBMITTAL SHALL BE NOTED IN THE SUBMITTAL OR ON A TRANSMITTAL ATTACHED TO THE SHOP DRAWINGS. A RE -REVIEW OF THE REVISED SHOP DRAWING SUBMITTAL WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. THE CONTRACTOR IS RESPONSIBLE FOR THE COSTS ASSOCIATED WITH RE -SUBMITTING MULTIPLE (MORE THAN ONE) SHOP DRAWING SUBMITTALS AT THE ENGINEER OF RECORD'S HOURLY RATES. STE WOW 1. A SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT SITE BY ECS FLORIDA, LLC, PROJECT NO. 41:2016, REVISION 1 SOIL BORING LOGS AND SITE PREPARATION PROCEDURES ARE INCLUDED IN THE PROJECT SOILS REPORT, DATED FEBRUARY 16, 2018 WHICH IS AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS. 2. ALL SITE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT. 3. DESIGN SOIL BEARING PRESSURE = 2,500 PSF. 4. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: a) ONE DENSITY TEST FOR EACH 2,000 SQUARE FEET OF COMPACTED SUBGRADE AND COMPACTED FILL. b) ONE DENSITY TEST AT EACH COLUMN FOOTING. c) ONE DENSITY TEST PER 50 FEET OF WALL FOOTING. 5. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. 6. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UN11L FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE. 7. THE SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE EXCAVATION CAN BE KEPT VERTICAL, CLEAN, AND STABLE; OTHERWISE, PLYWOOD FORMS MUST BE USED. CASTIN PLACE CONCRETE 1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS: a) FOOTINGS, SLAB -ON -GRADE .......... .3000 PSI b) BEAMS ......................... ....... - ............ 4000 PSI 2. CONCRETE SHALL BE READYMIX PER ASTM C94: a) PORTLAND CEMENT - ASTM C 150 b) AGGREGATES - ASTM C33 (3/4" MAX.) c) NO CALCIUM CHLORIDE d) AIR ENTRAINING - ASTM C260 e) WATER REDUCING - ASTM C494 f) FLYASH - ASTM C618 CLASS F (20% MAXIMUM BY WEIGHT) g) WATER - CLEAN AND POTABLE 3. REINFORCING STEEL: ASTM A615 GRADE 60. 4. REQUIRED SLUMP RANGE = 3" TO 5". 5. WELDED WIRE FABRIC: ASTM A-185. FURNISH IN SHEETS, NOT ROLLS. 6. MOISTURE/VAPOR RETARDER: 15 MIL POLYETHYLENE. LAP 6" AND TAPE ALL JOINTS. 7. CODES AND STANDARDS: (CURRENT EDITION) ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS." ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING." ACI 318 "BLDG. CODE REQUIREMENTS FOR REINF. CONCRETE.' ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 8. MINIMUM LAP SPLICE = 30 BAR DIAMETERS UNLESS NOTED OTHERWISE. 9. PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS, ETC, AS REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN PLACE, USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI RECOMMENDATIONS. USE PLASTIC TIP LEGS ON ALL EXPOSED SURFACES. 10. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, UNLESS APPROVED BY THE ENGINEER, 11. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT LIMITED TO ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC..., BEFORE PLACING CONCRETE. NOTIFY ENGINEER OF ANY CONFLICTS WITH REPAR. 12. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES. 13. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS: a) APPLY A 30% SOLIDS LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE WITH ASTM C-309. b) PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301. 14. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FORMWORK, SHORING, AND RESHORING. DESIGN SHALL BE PERFORMED BY A LICENSED FLORIDA ENGINEER. 15. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TESTS ON SITE. a) CYLINDER STRENGTH TESTS - ASTM C39; ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF. TEST ONE CYLINDER AT 7 DAYS AND TWO AT 28 DAYS. HOLD THE FINAL CYLINDER IN RESERVE. b) SLUMP TESTS - ASTM C143 16, ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. 17. RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE. DO NOT ADD WATER WITHOUT THE APPROVAL OF THE GENERAL CONTRACTOR AND DO NOT EXCEED SLUMP LIMITATIONS OR TOTAL ALLOWABLE WATER TO CEMENT RATIO. USE COLD WATER FROM THE TRUCK TANK AND REMIX TO ACHIEVE CONSISTENCY. TEST REPORTS SHALL INDICATE QUANTITY OF WATER ADDED AT THE JOB SITE. ALL TESTS SHALL BE PREPARED AFTER THE ADDITION OF WATER TO THE MIX, 18. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: a) 4000 PSI, 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.44 MAXIMUM (NON -AIR -ENTRAINED), 0.36 MAXIMUM (AIR -ENTRAINED). b) 3000 PSI, 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.58 MAXIMUM (NON -AIR -ENTRAINED), 0.47 MAXIMUM (AIR -ENTRAINED). 19. REINFORCING BAR COVER: a) FOOTINGS 3" b) BEAMS 1-1/2" 20. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME. 21. WHERE BAR LENGTHS ARE GIVEN ON DRAWINGS, LENGTH OF HOOK, IF REQUIRED, IS NOT INCLUDED. 22. PROVIDE COMMERCIAL FORM COATING COMPOUNDS THAT WILL NOT BOND, STAIN, OR ADVERSELY AFFECT CONCRETE SURFACES. WET FORMS BEFORE PLACING CONCRETE. 23. ALL CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL VIBRATORS. 24. REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVAL OF FORMS, EXCEPT WHERE REINFORCING IS VISIBLE. CONTACT STRUCTURAL ENGINEER FOR EVALUATION OF EXPOSED REINFORCING. 25. PROVIDE CORNER BARS AT ALL BEAM AND WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS. 26. SUBMITTALS: a) SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO CONSTRUCTION, INCLUDING BACKUP DATA IN ACCORDANCE WITH ACI 301-99 CHAPTER 4, SECTION 4.23, EXCLUDING SECTION 4.2.3.48, INDICATING WHERE CONCRETE IS TO PLACED WITHIN THE STRUCTURE. b) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. c) SUBMIT FORMWORK AND SHORING DRAWINGS TO LOCAL BUILDING DEPARTMENT WHEN REQUIRED BY FLORIDA THRESHOLD LAW. 27. STEP AND SLOPE ALL WALKWAYS AWAY FROM THE BUILDING. MASONRY 1. MASONRY INSPECTION SHALL BE PROVIDED BY A QUALIFIED AGENT IN ACCORDANCE WITH ACI 530.1-1.6, INSPECTION SERVICES SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE WORK IN PROGRESS AS WELL AS MATERIALS, EQUIPMENT, AND PROCEDURES. 2. HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE II. MINIMUM NET COMPRESSIVE UNIT STRENGTH = 1900 PSI. (NET AREA COMPRESSIVE MASONRY STRENGTH f m = 1500 PSI). 3. MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270 (PROPORTION OR PROPERTY SPECIFICATION), 4. COARSE GROUT SHALL CONFORM TO ASTM C476: a) 3000 PSI AT 28 DAYS. b) 1/4" MAXIMUM AGGREGATE. c) 8" - 11" SLUMP. 5. CODES AND STANDARDS: ACI 530/ASCE 5 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" ACI 530.1/ASCE 6 "SPECIFICATIONS FOR MASONRY STRUCTURES" 6. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS. 7. A REINFORCED CONCRETE TIE BEAM SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE STRUCTURAL DRAWINGS AT THE ROOF AND AT TOP OF ANY PARAPET WALL. USE GALVANIZED MESH -TYPE CELL CAPS. PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH HORIZONTAL BARS. 9. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT 8'-0" O.C. MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1". CENTER BARS IN WALLS U.N.O. 10. VERTICAL REINFORCING SHALL BE AS SHOWN ON THE DRAWINGS. FILL CELLS WITH COARSE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS INTO FOOTING AND ROOF TIE BEAM. SPLICE AP L L CE VERTICAL REINFORCEMENT ABOVE FOOTING UNLESS NOTED OTHERWISE. MAINTAIN VERTICAL REINFORCING SHOWN ON PLANS ABOVE AND BELOW MASONRY OPENINGS EXCEEDING 10'-0" CLEAR. CONTINUE FOUNDATION DOWELS BELOW ALL MASONRY OPENINGS. 11. ALL REINFORCED FILL CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL OR DEBRIS. REMOVE ANY FOREIGN MATERIAL FROM FILL CELLS, INCLUDING POLYSTYRENE INSULATING INSERTS, PRIOR TO GROUT POUR. 12, REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. 13. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 14. PROVIDE CONTINUOUS HORIZONTAL WALL REINFORCING 9 GA. GALVANIZED LADDER TYPE DUR-O-WALL (OR EQUIVALENT) AT 16" O.C. 15, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT DOORS AND WINDOWS FOR FIRST AND SECOND BLOCK COURSE ABOVE AND BELOW APERTURES. RUN REINFORCING CONTINUOUS OR EXTEND TWO FEET FROM APERTURE EDGE. 16. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE. 17. CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5'. CLEANOUTS TO BE SAW -CUT 3" X 3". I& CONSOLIDATE GROUT POURS AT THE TIME OF PLACEMENT BY MECHANICAL MEANS AND RECONSOLIDATE AFTER INITIAL WATER LOSS AND SETTLEMENT. 19. SEE DRAWINGS FOR MASONRY CONTROL JOINT LOCATIONS. SPACE AT 26'-0" O.C. AT EXTERIOR WALLS, UNLESS NOTED OTHERWISE. 20. SUBMITTALS: a) SUBMIT PROPOSED GROUT MIX DESIGN PRIOR TO CONSTRUCTION. b) SUBMIT PROPOSED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION. c) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. d) SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS PRIOR TO CONSTRUCTION. MASONRY UNITS ARE TO BE TESTED IN ACCORDANCE WITH ASTM C140. 21. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: a) SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR EACH 5000 SQ. FT. OF MASONRY. b) SLUMP TESTS - ASTM C143. 22. PROVIDE 8" DEEP PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END BEARING = 8". LINTEL WIDTH TO MATCH MASONRY WIDTH. STRUCTURAL, STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION, EXCEPT CHAPTER 4.2.1, CODE OF STANDARD PRACTICE. 2, WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS 01.1. ALL WELDING SHALL BE PERFORMED USING E70XX, LOW HYDROGEN ELECTRODES, U.N.O. ELECTRODES ARE TO BE PROTECTED FROM MOISTURE. 3. ALL BOLTS TO BE 3/4" DIAMETER UNLESS NOTED OTHERWISE. SHOP CONNECTIONS MAY BE WELDED OR BOLTED. WELDS ARE TO BE EQUAL IN STRENGTH TO BOLTS. ALL FIELD CONNECTIONS ARE TO BE BOLTED WITH ASTM A325N OR A490 BOLTS (BEARING TYPE BOLTS WITH THREADS IN THE SHEAR PLANE) INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS. ALL BOLTS SHALL BE TIGHTENED SNUG TIGHT UNLESS OTHERWISE NOTED. 4. SIZE AND USE OF HOLES: SEE AISC TABLE J3.1 U.N.O. a) OVERSIZED OR LONG -SLOTTED HOLES ARE NOT PERMITTED U.N.O. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 1/16". b) LARGER HOLES ARE PERMITTED IN STANDARD COLUMN BASE PLATES. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 3/8". HARDENED WASHERS, TO COVER THE LARGER HOLE, SHALL BE PROVIDED. c) LARGER HOLES ARE NOT PERMITTED IN WIND FRAME COLUMN BASE PLATES. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 1/16". d) SLOTTED HOLES: A PLATE WASHER OR A CONTINUOUS BAR WITH STANDARD HOLES, HAVING A SIZE SUFFICIENT TO COMPLETELY COVER THE SLOT AFTER INSTALLATION, AND A MIN. OF 5/16" THICK SHALL BE PROVIDED. TACK WELD NUT TO BOLT AFTER ERECTION, 5, VERIFY THE EXACT SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF MATERIALS. 6, SHOP PAINT - METAL ALKYD -OIL PRIMER, ANY OF THE FOLLOWING: SEE ARCHITECT FOR PREFERRED COLOR. MANUFACTURER DESIGNATION PORTER NO. 298 MOBILE NO. 13F812 TINEMEC NO. 1009 AMERON NO. 5102 AMERCOAT SHOP PAINT ALL SURFACES OF STEEL EXCEPT ANCHOR BOLTS AND SURFACES TO BE FIELD WELDED, APPLY PAINT IN ACCORDANCE WITH SSPC-PA1, SHOP FIELD AND MAINTENANCE PAINTING. APPLY PAINT IN SUFFICIENT VOLUME OR COATS TO PROVIDE A MINIMUM DRY FILM THICKNESS OF AT LEAST 3 MILS BUT NOT MORE THAN 5 MILS. 7. SURFACE PREPARATION - PREPARE STEEL SURFACE IN ACCORDANCE WITH SSPC-SP3 POWER TOOL CLEANING. ANY METHOD IN CONFORMANCE WITH AN SSPC SPECIFICATION OF HIGHER QUALITY THAN LISTED WILL BE ACCEPTABLE. AT OPTION OF CONTRACTOR, WHEELABRATOR MAY BE USED FOR PREPARATION OF STEEL SURFACES, PROVIDING RESULTANT SURFACE IS EQUAL IN ALL RESPECTS TO THOSE REQUIRED. 8. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS. o) VISUALLY INSPECT ALL STEEL MEMBERS AND CONNECTIONS. b) TEST 50 PERCENT OF FULL PENETRATION WELDS. 9. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. 10. STRUCTURAL STEEL SHAPES, TEES - ASTM A992. 11. STRUCTURAL STEEL ANGLES, CHANNELS, PLATES, BARS - ASTM A36. 12. STRUCTURAL STEEL TUBING - ASTM A500 GRADE B. 13. STEEL PIPE - ASTM A53 GRADE B. 14. ANCHOR BOLTS - F1554 GRADE 36. 15. NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER UNLESS SHOWN ON APPROVED SHOP DRAWINGS. 16. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING ALL STRUCTURAL STEEL LAYOUTS AND DETAILS, SIZES OF MEMBERS, TYPE OF STEEL, CONNECTION DETAILS, WELDS, BOLTS, ETC., AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL FRAMING. ALL CONNECTIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BY THE DETAILER AND SUBMITTED ON SHOP DRAWINGS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. STEEL STAIRS SHALL ALSO BE SUBMITTED ON SEALED DRAWINGS. 17. NON -SHRINK GROUT SHALL BE: NONMETALLIC SHRINKAGE -RESISTANT GROUT, PREMIXED, NONMETALLIC, NONCORROSIVE, NONSTAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER -REDUCING AGENTS, COMPLYING WITH CE-CRD-C621. 18. NO FIELD WELDING OF GALVANIZED MEMBERS IS PERMITTED. 19. ERECTION a BEFORE E THE CONTRACTOR ACTOR IS TO REMOVE ALL MUD DIRT OR OTHER FOREIGN MATTER, WHICH ACCUMULATES DURING STORAGE. AND HANDLING A E. L b) DRIFTING TO ENLARGE UNFAIR HOLES WILL NOT BE PERMITTED. DRILL SUCH HOLES TO ACCOMMODATE THE NEXT LARGER SIZE FASTENER, WHERE POSSIBLE. c) AFTER ERECTION, CLEAN FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS WHERE SHOP COAT HAS BEEN DAMAGED. SPOT AND PRIME AREAS USING SAME MATERIAL AS SHOP COAT. d) SET ALL MEMBERS SO THAT, IN THEIR FINAL LOCATION, LEVEL, PLUMBNESS AND ALIGNMENT ARE WITHIN THE TOLERANCES PRESCRIBED BY AISC CODE. QpENI 9M STEEL JOISTS AND JOIST GIRDERS (NOTED -JOISTS- HEWN) 1. STEEL JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. 2. STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE AISC STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS K-SERIES. 3. SEE STANDARD JOIST SPECIFICATIONS FOR CAMBER REQUIREMENTS. 4. VERIFY THE EXACT LOCATION AND WEIGHT OF ALL MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF JOISTS. 5. ALL HANGERS TO SUPPORT MECHANICAL EQUIPMENT, ETC., TO BE SUPPORTED BY THE TOP OR BOTTOM CHORD OF JOISTS SHALL BE LOCATED AT THE PANEL POINT OF THE JOIST. IF HANGERS MUST BE LOCATED IN BETWEEN PANEL POINTS, PROVIDE JOIST STIFFENER AS INDICATED IN DETAILS. ALL HANGERS TO BE LOCATED AT THE CENTERLINE OF THE BOTTOM CHORD MEMBER. 6. PROVIDE BOTTOM CHORD CEILING EXTENSIONS WHERE REQUIRED BY ARCHITECT. 7. JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS AND BRIDGING FOR THE NET WIND LOAD UPLIFT INDICATED ON THE DRAWINGS. PROVIDE UPLIFT BRIDGING AT FIRST JOIST PANEL POINTS ACCORDING TO S.J.I. 8. WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STRUCTURAL STEEL MEMBERS, A BAR JOIST SHALL BE FIELD -BOLTED AT COLUMNS TO PROVIDE LATERAL STABILITY. 9. JOIST BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE DESIGN AND SPACING REQUIREMENTS OF THE SJI STANDARD SPECIFICATIONS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. REFER TO SJI STANDARD SPECIFICATIONS FOR SPECIAL BRIDGING AND ERECTION REQUIREMENTS FOR SPANS OF 40' OR MORE. 10. RIGID X-BRIDGING AS SHOWN ON THE PLANS SHALL BE BOLTED OR WELDED AT THE INTERSECTION OF THE TWO ANGLES BETWEEN JOISTS. 11, JOISTS, JOIST GIRDERS, AND ACCESSORIES SHALL HAVE ONE SHOP COAT OF PAINT MEETING THE MINIMUM PERFORMANCE REQUIREMENTS OF THE LATEST SJI SPECIFICATIONS, SEE ARCHITECT FOR PREFERRED COLOR. 12. SEE PLAN FOR ANY CONCENTRATED LOADS OR UNUSUAL CONDITIONS. ALL JOISTS SUBJECT TO SPECIAL LOADS OR CONDITIONS SHALL BE CONSIDERED "SPECIAL JOISTS". 13. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING JOISTS, BRIDGING, AND ALL CONNECTIONS. 14. JOIST DESIGN ENGINEER MUST BE PROVIDED WITH A COPY OF THESE DRAWINGS AND SPECIFICATIONS. METAL DECKING 1. ALL METAL DECK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. 2. METAL ROOF DECK SHALL BE 1 1/2" DEEP, 22 GA., WIDE RIB TYPE B AND GALVANIZED (G60). 3. MINIMUM FASTENING OF ROOF DECK WITH (5) 5/8" DIA. PUDDLE WELDS AT EACH SUPPORT PER 36" WIDTH AND (4) #10 TEK SCREW AT MIDSPAN OF SIDELAPS. SEE PLANS FOR ADDITIONAL FASTENING. 4. MINIMUM FASTENING AT BUILDING PERIMETER OF DECK SHALL BE 5/8" DIAMETER PUDDLE WELDS AT 6" O.C. 5. INSTALL ALL DECKING 3 SPAN CONTINUOUS. 6. DO NOT HANG OR ATTACH DUCTWORK, CONDUIT, PIPING, EQUIPMENT, CEILINGS, ETC. FROM METAL DECKING. 7. ALL ROOF DECK OPENINGS GREATER THAN 10" DIAMETER ARE TO HAVE SUPPORT ANGLES PER TYPICAL DECK OPENING DETAIL, INCLUDING OPENINGS FOR ROOF SUMP PANS. B. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING LAYOUT OF DECK, TYPE OF DECK, ALL CONNECTIONS INCLUDING END WELDS, SEAM WELDS, INTERMEDIATE WELDS, AND ALL ACCESSORY MATERIAL SUCH AS CLOSURES, SUMPS FOR DRAINS, ETC. 9. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO VISUALLY INSPECT ALL DECK WELDS AND FASTENERS. COLD-FORMLSM FRAMING 1. ALL STEEL FRAMING SHALL CONFORM TO "THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION, BY THE AISI. 2. WELDED CONNECTIONS SHALL CONFORM TO "CODE FOR WELDING IN BUILDING CONSTRUCTION, 01.0" BY THE AWS. 3. ASTM A-568 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR STEEL, CARBON AND HIGH STRENGTH LOW -ALLOY HOT ROLLED SHEET AND COLD ROLLED SHEET. 4. ALL STEEL FRAMING SHALL BE INSTALLED BY PERSONNEL EXPERIENCED IN LIGHT GAUGE STEEL FRAMING INSTALLATION. 5. WHERE STEEL FRAMING MEMBERS ARE COMPONENTS OF ASSEMBLIES INDICATED FOR A FIRE -RESISTANCE RATING, INCLUDING THOSE REQUIRED FOR COMPLIANCE WITH GOVERNING REGULATIONS, PROVIDE MEMBERS WHICH HAVE BEEN APPROVED BY GOVERNING AUTHORITIES HAVING JURISDICTION. 6. PROTECT LIGHT GAUGE STEEL FRAMING MEMBERS FROM RUSTING AND DAMAGE. DELIVER TO PROJECT SITE IN BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE AND GRADE. STORE OFF GROUND IN A DRY VENTILATED SPACE OR PROTECT WITH SUITABLE WATERPROOF COVERINGS. 7. WITH EACH TYPE OF STEEL FRAMING REQUIRED, PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BLOCKING, LINTELS, CUP ANGLES, BRACING, REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM, 8. FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY SHEET STEEL WITH A MINIMUM YIELD POINT OF 50,000 PSI FOR STUDS, AND 33,000 PSI FOR RUNNERS; ASTM A653. 9. SCREWS SHALL BE AS RECOMMENDED BY MANUFACTURER. 10. PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS COMPLYING WITH ASTM A525 WITH A G60 COATING. 11. PROVIDE MANUFACTURER'S STANDARD STRUCTURAL "C" SHAPED STEEL STUDS OF SIZE, SHAPE, AND GAUGE INDICATED, WITH A NOMINAL 1-5/8" FLANGE AND MINIMUM 1/2" FLANGE RETURN LIP. 12. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUD DEPTH. ALIGN TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS. SECURE TRACKS AS NOTED ON DRAWINGS, DO NOT EXCEED 24" O.C. SPACING FOR NAIL OR POWDER -DRIVEN FASTENERS, OR 16" O.C., FOR OTHER TYPES OF ATTACHMENT. PROVIDE FASTENERS AT CORNERS AND ENDS OF TRACKS. 13. FRAME BOTH SIDES OF EXPANSION AND CONTROL JOINTS, AS SHOWN FOR THE WALL SYSTEM, WITH SEPARATE STUDS AND DO NOT BRIDGE THE JOINT WITH COMPONENTS OF THE STUD SYSTEM. 14. WHERE REQUIRED, TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. 15. RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY MECHANICAL LATERAL BRACING WHERE REQUIRED. 16. ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE DONE BY WELDING, SCREW ATTACHMENT, OR BOLTING. WIRE TYING OF FRAMING COMPONENTS SHALL NOT BE PERMITTED. 17. WELDING OF MEMBERS LIGHTER THAN 18 GAUGE SHALL NOT BE PERMITTED. I& SPLICES SHALL NOT BE PERMITTED. 19. MINIMUM NUMBER OF EQUALLY SPACED HORIZONTAL WALL BRIDGING FOR THE HEIGHTS SHOWN: UP TO 10' - 1 ROW 10' TO 14' - 2 ROWS ABOVE 14' - AT 4' CENTERS 20. FOR WELDED CONNECTIONS, FUSION WELDING IS RECOMMENDED WITH A DIRECT CURRENT WELDER OF 200 OR MORE AMPERE CAPACITY. USE A HEAT OF 60 TO 90 AMPERES (DEPENDING ON THE GAUGE OF METAL) ALONG WITH ASTM E60 ELECTRODES, 21. CONTRACTOR TO SUBMIT THE FOLLOWING: a) SUBMIT CERTIFICATION OF MATERIALS FROM THE MANUFACTURER TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS AND RELATED DRAWINGS. 22. SUBMITTED SHOP DRAWINGS MUST BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR. CARPENTRY 1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 3. ALL LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE OR BETTER; WITH 192 MAXIMUM MOISTURE CONTENT, U.N.O. ON THE PLANS. 4, ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. TT-W-571 AND BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE QUALITY MARK LP-2. 6. PLYWOOD WALL SHEATHING SHALL BE APA RATED SHEATHING, EXPOSURE 1 DURABILITY CLASSIFICATION. I = VERTICAL WALL REINFORCING. - SEE PLAN FOR SIZE AND SPACING. REFER TO 6/S4.2 FOR DECK - BEARING CONNECTION DETAIL. STEEL ROOF JOIST. - SEE PLAN. 1 1/2- METAL ROOF DECK. SEE PLAN. BRIDGING EQUALLY SPACED BETWEEN SUPPORTS w/ X-BRIDGING AT END BAYS. SEE PLAN. (3) #10 TEK SCREWS AT - EACH FLANGE (6 PER STUD) AT 3/4" C/C SPACING. CONCRETE BEAM. SEE PLAN. 90° STD. ACI HOOK 12'-0 3 8" IV BQTT. CONCRETE BEAM REFER TO ARCHITECT DWG's. FOR TOP/WALL 19' 4" TOP MASONRY 90' STD. ACI HOOK K.O. BLOCK w/(1) #5 CONT., GROUTED SOLID. 8" MASONRY WALL w/ HORIZ. JOINT REINF. AT 16" O.C. VARIES,&-, TYP. MASONRY TIE BEAM: COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. STEP TIE BEAM w/ SLOPED DECK AS REQUIRED. SEE 7/S4.2 5/8" PLYWOOD ROOF SHEATHING. FASTEN TO TRACKS AND STUDS W/ #10 FLATHEAD TEK SCREWS AT 6" O.C. 8", 16 GA. (SOOS162-54) METAL STUD FRAMING AT 24" O.C. REFER TO ARCHITECT FOR SLOPING ROOF CONFIGURATION. CONT. 8", 18 GA. (800T125-43) METAL TRACK 1'-4 7/8" MAX. l-CONT. 8", 16 GA. (80OT200-43) METAL TRACK (2" FLANGE) W/ (1) 3/8" 0 X 4" TITEN HD SCREW ANCHOR STOREFRONT WINDOW SYSTEM AT 24" O.C. (CENTER OF TRACK) BY OTHERS. REFER TO ARCHITECT DWG's. SECTION SCALE: 3/4" = 1'-0" BUILDING DATA ULTIMATE WIND SPFFD (mph): (FIGURE 1609) WIND LOAD FACTOR: RISK CATEGORY: (TABLE 1604.5) ROOF ANGLE (A) e Strip (Degrees) WALL PRESSURE ZONES (ISOMETRIC VIEW) r =_ r--� a mom a, cagc quip 1200E PRESSURE ZONES (PLAN MEW) DESIGN WIND CRITERIA (ASD DESIGN' NOT TO SCALE 140 INTERNAL PRESSURE COEFFICIENT: (Enclosed Building per ASCE 7-10) 0.6 WIDTH OF EDGE STRIP (Feel.): 11 WIND EXPOSURE CATEGORY: A<7.0 DEAD LOAD RESISTING UPLIFT (0.61) in psf): DESIGN WND LOADS - COMPONENTS & CLADDING (Values per ASD) +/- 0.18 3.2 B 10.0 ROOF WALL ZONE AREA (sf) DESIGN PRESSURE (psf) ZONE AREA (sf) DESIGN PRESSURE (psf) Positive Negative I Net Uplift Positive Negative 1 10.0 10.00 -21,15 -11.15 4 10.0TM 19.36 -20,98 1 20.0 10.00 -20,62 -10.62 4 20...0 18.50 -20.12 1 50.0 10.00 -19.90 -10.00 4 50.0 17.37 -18.98 1 1 100.0 10.00 -19.36 -10.00 4 100.0 16.51 -18.13 2 10.0 10.00 -35.50 -25.50 5 10.0 19,36 -25.82 2 20.0 10.00 -31.72 -21.72 5 20.0 18.50 -24.10 2 50.0­11 00 -26.73 -16.73 _5.. 1 5 50.0 1 100.0 17.37 -21.83 2 100.0 --10, 10.00 -22.95 -12.95 1 16.51 1 -20.12 0 10.00 10.00 - 53.43 -44.25 - 43.43 -34.25 3 20,0 3 50.0 10.00 ^ --32.12 -22.12 3 1 100.0 10.00 1 -22.95 -12.95 Notes: 1) For effective areas between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively. 3) See pressure zone diagrams above for corresponding zones. SHEET INDEX SHEET NUMBER SHEET TITLE SOA STRUCTURAL NOTES S1.1 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN S3.1 WALL SECTIONS S4.1 SECTIONS AND DETAILS S4.2 SECTIONS AND DETAILS mffmAgG PROFESSIONAL ENGINEERING, INC. 16912 Melissa Ann Dr . Lutz, FL . 33558 Ph:813.963.1906 STRUCTURAL Alan C. Guenther, P.E #53308 / C.A. #26813 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727. 815.3336 devell t 907 S. FT. HARRISON AVENUE SUITE 102 CLEARWATTR, FL 33756 727-210-1900 TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS `ttlltlllrrrr P...'oODNS. At •� $ U 1 OF ' rrrrrlilot /11t1� C� 0 v c., a� a 0 Z a Cl) 0 o W -I LL_ M Q _..i U) T �/�� Z �Cr �0 zIL N > r.rj J m (n W (D 0 04.06.18 date 17060 comm. no. STRUCTURAL. NOTES S061 0 79'-4" In R�) #6 AT CaArvEA= �,�, w��.ap.,=e�.� M.O. — wo rv, � i Ib A 's r` i s:, ry — ORCING M.O. 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BOND wl (1) #6 VERT. BAR IN FULLY GROUTED . a a.FULLY GROUTED CELL c MAX. AND AT ALL WALL INTERSECTIONS AT 48" AND AT ALL WALL INTERSECTIONS Oo. �... OF OPENINGS. ,00- xro ra awe _ I �. HOOK INTO FOOTING (TYP.) � reorv�. REQUIREMENTS.�^ooH �.nPE�r� .ohs �c�c. __ ___ reEur. AEo�re�.Eh,�.U.N.O. REFER TO FOR .00.�i�E«< U.N.O. REFER TO PLAN SILL AND LINTEL FOR NT SYSTEM. 1/2- BASE«"°° _ WiFASTEN. z �TPPory FASTENERS, EACH SIDE, 4- C/C SPACING. O' FOUNDATION PLAN rvoRiry JAMB REINFORCEMENT SCHEDULE MARK OPENING WIDTH GROUTED CELL(S) REINFORCEMENT PER CELL A LESS THAN 4'-8" 1 (1) #6 BARS B 4'-8" TO LESS THAN 8'-0" 2 (1) #6 BARS C 8'-0" AND GREATER 3 (1) #6 BARS INA C B A EDGE OF OPENING _7 0. ...: (PLAN VIEW) NOTES: 1. REFER TO FOUNDATION PLAN FOR ADDITIONAL GROUTED CELL REQUIREMENTS. 2. ALL GROUTED CELL BARS AT JAMB TO HOOK INTO FOUNDATION AND TIE BEAM. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING COMMENTS WF2 2'-0" WIDE X CONT. 1'-0" (3) #5 CONT. W/ #5 TRANSV. AT 48" O.C. BOTTOM WALL FOOTING F4 4'-0" X 4'-0" 1'-0" (4) #5 EACH WAY, BOTTOM COLUMN FOOTING STEEL COLUMN SCHEDULE MARK COLUMN SIZE BASE PLATE BASE PLATE TYPE COMMENTS HSS-4 HSS 4 X 4 X 1/4 - - ROOF STUB COLUMN AT METAL STUD PARAPET HSS-6 HSS 6 X 6 X 1/4 3/4 X 12 X 12 TYPE A (4) 3/4" 0 X 12" F1554-GR36 ANCHOR BOLTS HEAVY HEX NUTS AND WASHERS 1 1 /2" TYP. TOP FOOTING 4 4 1/4 li w • a ° M I1 0 R1/8x2x2 II 4 w TACK WELD LI °. w IN 4 HEAVY HEX (TYPE A) Q NUT (TYP. ANCHOR BOLT) FOUNDATION PLAN NOTES: 1. FUTURE SLAB -ON -GRADE TO BE 4" THICK (3,000 PSI) WITH 6x6 - W1.4xW1.4 W.W.F. ON 15 MIL VAPOR BARRIER OVER COMPACTED AND TERMITE TREATED SOIL. SLAB TO BE LEVEL (1/64" PER FOOT OR LESS), SMOOTH, CLEAN AND WITH SEALED CONTROL JOINTS. INSTALL FUTURE SLAB CONTROL JOINTS AT s12'-O" O.C. EACH WAY. JOINT PATTERN SHALL BE APPROXIMATELY SQUARE, AND LIMITED TO AN AREA NOT EXCEEDING 144 SQUARE FEET. REFER TO 1 /S4.1 FOR CONTROL JOINT DETAIL. 2. TOP OF SLAB ELEVATION = 0'-0" U.N.O. TOP OF EXTERIOR FOOTING ELEVATION = (-) 1'-4" U.N.O. 3. CENTER ALL FOOTINGS BELOW WALL OR COLUMN U.N.O. 4. ALL FOOTING REINFORCING TO BE BOTTOM BARS U.N.Q. 5. REFER TO ARCHITECTURAL/CIVIL FOR EXTERIOR SLAB AND SIDEWALK INFORMATION. 6. REFER TO ARCHITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS. 7. REFER TO THIS PLAN FOR MASONRY CONTROL JOINT (M.C.J.) LOCATIONS. REFER TO 3/S4.1 FOR MASONRY CONTROL JOINT DETAIL. 8. ALL WALL FOOTINGS TO BE TYPE "WF2" U.N.O. 9. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF CONTINUOUS FOOTINGS. REFER TO DETAIL 2/S4.1 FOR MORE INFO. 10. REFER TO 1/SO.1 FOR DESIGN WIND CRITERIA. PROFESSIONAL ENGINEERING, INC. 16912 Melissa Ann Dr . Lutz, FL . 33558 Ph: 813,963. 1906 STRUCTURAL Alan C. Guenther, P.E. #53308 / C.A. #26813 I 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727.815.3336 d.1 907 S. FT. HARRISON AVENUE SUITE 102 CLEARWATF.R, Fl, 33756 727-210-1900 TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS \\IIIIIII///� C. ♦♦ ••• •. I • 3 '©To : Ali• a. U N "C 0 7 .y a, 0 z /m► 4 c /r or, i >- w_j � J Z) J U) M Z 0 Q LU > N J J � Tw < .i 04.06.18 date 17060 comm. no. FOUNDATION PLAN S101 6 MASONRY TIE BEAM AT GRID 'B': 18,--0" (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. BOTT./BM. ELEV. = W-0" a rn (1) #6 AT CORNERS (TYP.) REFER TO 4/S4.1 FOR 19'-4" cn nl co MORE INFO. TOP/MASONRY ca x w d o< x 5 5 '- 53.1 54.2 u) �. 'r \B I 1 77 �r TTT "171 S.M: 8 S4.1 MASONRY TIE BEAM AT GRIDS ,it (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. STEP TIE BEAM w/ SLOPED DECK AS REQUIRED. SEE 7/S4.2 CONT, L4x4x1/4 AT DECK BEARING (TYP.) REFER TO 4/S4.2 FOR K6 SPLICE CONNECTION. k C'A to -v TOP/MASONRY AT ROOF ACCESS INDICATES PRE-ENGINEERED METAL AWNING BY OTHERS. REFER TO ARCHITECT DWG's. FOR MORE INFO. Ff 22'-8" TOP/12" MASONRY X r I �I 1 � I I. I --- -- EF-1� 60 LBS- I 18K3SP t _:AT I • I' IS.M. �1 5> S3.1 29'-4" HSS1OX4X3/16(LSV) HSS 4 x 2 x 1/4 TYPICAL 3 CONT. L3 x 3 x 1/4 DECK ANGLE (3 SIDES) MITRE TUBES AT CORNERS AND FULLY WELD. GRIND WELDS SMOOTH. (4) SPACES AT 5'-0" O.C. 2'-10» 1'-8" 0 r _11 I I L- SP- NCB �..���%��i�. 10 I i I a rAVM.M•MEN J x I I HATCH INDICATES EXTENT OF 4 METAL STUD CANOPY FRAMING AT Y3. F16- Q.C. MAX. (TYP.) REFER TO SECTIONS FOR SIZE AND GAGE. I I J CB1 I INDICATES I -7, ADDITIONAL O� ADDITIONAL POINT LOADS AT JOIST ___---- - - - - - - - - - _.m. xb� %x L21/2x21/2x1/4 X-BRACING AT EA. END Q_ OF W8 (TYP.) I N W 8X18 REF: 11 /54.2 r7 r+7 5c s7"- U0oas vi 177 8 K 3 00 r) ¢ i ' HATCH INDICATES METAL ° d -' ` r x STUD WALL FRAMING ABOVE v5 W METAL DECK. REFER TO WALL SECTIONS FOR SIZE, :D a w BRIDGING EQUALLY SPACED BETWEE SPACING, AND GAGE. SUPPORTS w/ X-BRIDGING AT END I T i` .. i BAYS. ALL JOIST BRIDGING PER �04' STEEL JOIST INSTITUTE (SJI) I I - _ CU w sX1$ - _ REQUIREMENTS. ------ 11 145 LBS S4 o . 2 I X I r ' -- - MA ONR t ----�---- I -� ---------- - ----- ----------------------- - - - --- - -----------------------------------�---- - - C6X6 2 (BELOW ROOF DECK) I a RTU-2 1,200 LBS FLAT WITH LEGS 2-6" HATCH INDICATES PRECAST DOWN, OVER DECK LINTEL BEAM. REFER TO REF: 8/54.2 TO OF HSS CONCRETE LINTEL SCHEDULE TH HEFT TYP 10 -------� ,-------� I ------- - 00 RTU-1 "- 2,400 LBS �1{ STEEL FRAMING ANGLES BELOW CURB. REF: 1/S4.2 (7) SPACES AT 5'-0" Q.C. = 35'-0" K.O. BLOCK w/ (1) #5 CONT. AT TOP OF PARAPET WALLS (TYP.) U.N.O. HATCH INDICATES 12" MASONRY PARAPET w #6 AT 48" O.C. MAX. (TYP.) U.N.O. (LAP SPLICE w/ REINFORCING FROM BELOW). REFER TO PLAN FOR ADDN'L./SPECIFIC REINFORCING REQUIREMENTS. MASONRY TIE BEAM AT GRID 'C': ' (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. BOTT./BM. ELEV. = 15'-4" CONCRETE LINTEL SCHEDULE MARK SIZE REINFORCING BARS COMMENTS L-1 12" X 8" (1) #5 CONT. TYPE A L-2 8" X 16" (2) #5 CONT. TYPE B ,. (TYPE A) (TYPE B) NOTES. 1. REFER TO 9/S4.1 FOR ADDITIONAL PRECAST LINTEL REQUIREMENTS. 2. ALL LINTELS AND KNOCK -OUT BLOCKS TO BE GROUTED SOLID. IS S ( .) 3'-10" (7) SPACES AT 5'-0" O.G. = 35'-0" TOP/MASONRY I CANTILEVER HSS 4X2END x MITRE PRECAST LINTELS AT----- ""O I BEARING. PROVIDE CORNER BARS I AT L-2 AND GROUT SOLID. _ MITRE TUBES AT CORNERS ----'' AND FULLY WELD. GRIND 2'-1" WELDS SMOOTH. 1"0 ROD (A36) w/ CLEVIS AND TURNBUCKLE (X3) HSS 2 1 /2 x 2 1 /2 x 1/4 CONT, L3 x 3 x 1/4 DECK ANGLE (3 SIDES) M. w o V) I -'7 DECK SPAN- (2)- / I EQUAL SPACES HSS 10 X 4 X 3/16 (LSV) TO OUTSIDE OF HSS 3 � ROOF FRAMING PLAN SCALE: 1/4" = 1'--O" 6 NORTH in X , x ca I LO 19'-4#0 TOP/MASONRY n J.B. <17'-4 3 8"> B 1 p B.1 54.2 2 S0.1 19'-4" -000'`* "TOP/MASONRY J.B. <16'-8 3 8"> C I 5 HATCH INDICATES 8" MASONRY PARAPET w/ S4 2 #6 AT 48" O.C. MAX, (TYP.) U.N.O. (LAP SPLICE w/ REINFORCING FROM BELOW). -CANTILEVER REFER TO PLAN FOR ADDN'L./SPECIFIC HSS 4 X 2 END REINFORCING REQUIREMENTS. J.B. <16'-6 7/8"> 19'-4" TOP/MASONRY HSS 4 x 2 x 1/4 TYPICAL CONCRETE BEAM SCHEDULE REINFORCING MARK SIZE COMMENTS CONT. BARS STIRRUPS C81 8" X 24" (2) #6 TOP, MID. & BOTT. #3 AT 10" D.C. (BOTT./BM. PE 12'-0 3/$") C132 8" X 32" (4) #6 TOP AND BOTT., (2) #6 MID. #3 AT 14" O.C. (BOTT./BM.PE B12'-O") i 1.4 t 0� t4' o+t , o r m 1° I `. 1 1 /2" CLR. TYP. I 41, Q j; r- (TO STIRRUPS) a a TYPE A (TYP"B NOTES: 1. REFER TO 10/S4.1 FOR TYPICAL CONCRETE BEAM REINFORCING DETAIL. 2. BEAM DEPTHS MAY BE INCREASED AS REQUIRED FOR MASONRY COURSING. COORDINATE WITH ARCHITECTURAL REQUIREMENTS. ROOF FRAMING PLAN NOTES: 1. METAL ROOF DECK AT MAIN BUILDING SHALL BE 1 1/2" DEEP, 22 GA., GALVANIZED (G60), TYPE "B". FASTEN ROOF DECK w/ (5) 5/8" DIAMETER PUDDLE WELDS AT EACH SUPPORT AND (4) #10 TEK SCREW SIDELAP FASTENERS EQUALLY SPACED BETWEEN SUPPORTS. REFER TO ll/S4.1 2. METAL ROOF DECK AT EXTERIOR CANOPY SHALL BE 1 1 /2" DEEP, 22 GA., GALVANIZED (G60),TYPE "B". FASTEN ROOF DECK w/ (7) 5/8" DIAMETER PUDDLE WELDS AT EACH SUPPORT AND (2) #10 TEK SCREW SIDELAP FASTENERS EQUALLY SPACED BETWEEN SUPPORTS. REFER TO 11/S4.1 ALTERNATE TO TYPE B DECK -- EPICORE ER2R-20 METAL DECK OR APPROVED EQUAL. 3. JOIST SPACING = SEE PLAN 4. ROOF SLOPE = 1/4" PER FOOT (MIN.) U.N.O. 5. CONTRACTOR TO COORDINATE SIZE, WEIGHT, AND LOCATION OF MECHANICAL EQUIPMENT AND PENETRATIONS WITH MECHANICAL EQUIPMENT SHOP DRAWINGS PRIOR TO JOIST FABRICATION. REFER TO DETAILS 12/S4.1, 1/S4.2, AND 2/S4.2 6. MECHANICAL CONTRACTOR SHALL VERIFY THAT WEIGHT OF ACTUAL EQUIPMENT INSTALLED DOES NOT EXCEED MAXIMUM OPERATING WEIGHT OF EQUIPMENT SHOWN ON PLAN. 7. "SP" INDICATES SPECIAL JOIST LOADING. ADDITIONAL LOADS ON JOIST ARE PER PLAN. 8. INSTALL ROOF TOP EQUIPMENT ON DESIGNATED "SP" JOISTS ONLY. DO NOT PLACE ANY ROOF TOP EQUIPMENT ON STANDARD "K" SERIES JOISTS. 9. J.B. < > = JOIST BEARING ELEVATION U.N.O. REFER TO PLAN. 10. S.M. = INDICATES STEP TOP/MASONRY PARAPET. 11. REFER TO 1/SO.1 FOR DESIGN WIND CRITERIA. A PROFESSIONAL ENGINEERING, INC. 16912 Melissa Ann Dr . Lutz FL . 33558 Ph:813.963.1906 STRUCTURAL 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727.815.3336 epic 907 S. Fr. HARRISON AVENUE SUITE 102 CLEARWATER, FL 33756 727-210-1900 TO THE BEST TH OF F THE E KNOWLEDGE E O L G ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS ����r,rrrrrrr� C. It .�`� Pam'' •i c "' Fti�' "a OQ • .. � M • 11.1 ��rrHtrrttN�� 0 a. T� V) a� b 0 a) Ci s~ z cf) 0 0 W --I ILL OO Jim D Z 0 zm 0 a W II > N J J Uj Cn 0 04.06.18 date 17060 comm. no. ROOF FRAMING PLAN Alan C. Guenther, P.E. #53308 / C.A. #26813 1 NOTE: AN ALTERNATE TO TYPE B DECK AT EXTERIOR CANOPY SHALL BE EPICORE ER2R-20 OR APPROVED EQUAL. COORDINATE WITH ARCHITECTURAL DRAWINGS. CONT. L3 x 3 x 1/4 (AT OUTSIDE PERIMETER OF CANOPY) HSS 10X4X3/16 (LSV) OL 12'-0" BQTT. CANOPY STEEL HSS 4 X 2 X 1/4 (LSV).---/ SEE PLAN FOR SPACING. FASTEN L3 X 3 X 3/16 X 0'-3" TO MASONRY w/ (1) 3/4"0 HILTI—HIT HY70 ADHESIVE ANCHOR (4" EMBEDMENT) NEAR AND FAR SIDE. WALL _SECTION TOP HSS AT SCREEN WALL 1 1/2" METAL ROOF DECK. SEE PLAN. REF: 5/S4.2 FOR JOIST BEARING CONNECTION. 19'--4" TOP MASONRY 90' STD. ACI HOOK / K.O. BLOCK w/ (1) #5 CONT., GROUTED SOLID. OIU 17'-4 3/8" JOIST BEARING TYPICAL MASONRY TIE BEAM: ---< (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE, BQTT./TIE BM. = 16'-0" 7'-4" A 3/16 12@12 CONT. HSS 4 x 2 x 1/4 (LSV)- • HSS STUB COLUMN BEYOND. SEE PLAN 2,-2" CONT. HSS 4 X 2 X 1/4 (LSH) SPLICE AS REQ'D. AT STUB COL. LOCATIONS CAP R 1/4 NOTE: INFILL FRAMING BETWEEN HORIZONTAL STEEL TUBES SHALL BE 4", 18GA. METAL STUDS AT 24" O.C. (40OS162-43) WITH 4", 18 GA. TOP AND BOTTOM TRACKS (40OT125-43) SS 4 X 2 X 1/4 (LSH) STEEL ROOF JOIST.—/ SEE PLAN. 8" MASONRY WALL w/ HORIZ. JOINT REINF. AT 16" O.C. VERTICAL WALL REINFORCING, SEE PLAN FOR SIZE AND a SPACING, a1 a CONCRETE BEAM. 'p .j SEE PLAN. I. I° 90' STD. ACI HOOK f � i '—O" e 12 Iti fT./C\_ ONCRETE BEAM CONT. L6 X 3 1 /2 X 5/16 w/ 1 /2" 05 X 4" H.S. AT 24" Q.C, BOTT./PRECAST LINTEL PRECAST CONC. LINTEL BEAM (L-2). REFER TO SHEET S2.1 STOREFRONT WINDOW SYSTEM BY OTHERS. REFER TO ARCHITECT DWG's. LIGHT GAUGE FRAMING CONNECTIONS: 1. CLIP ANGLE (MINIMUM): 16 GA. L 3 x 2 x 0-4 2. METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL (3/16" MIN. THICKNESS) WITH (4) 0.157" 0 HILTI X—U 16 POWDER ACTUATED FASTENERS (PAF). 3. METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED TO METAL STUDS WITH MINIMUM (4) ##10 TEK SCREWS. 4. METAL TRACK/RUNNER SHALL BE CONNECTED TO METAL STUD WITH (1) #10 TEK SCREW AT EACH FLANGE (2 SCREWS TOTAL PER STUD). 5. CONTINUOUS METAL STUD TRACKS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (2) 0.157" 0 HILTI X—U 16 POWDER ACTUATED FASTENERS AT 12" O.C. MINIMUM. 6. CONTINUOUS TRACKS SHALL BE FASTENED TO CONCRETE AND/OR MASONRY WITH (1) 1/4"0 x 1 3/4" TAPCON FASTENERS AT 16" Q.C. 7, CLIP ANGLES SHALL BE FASTENED TO CONCRETE/MASONRY WITH (3) 1 /4"05 x 1 3/4" TAPCON FASTENERS. 8. CONNECT PLYWOOD SHEATHING TO METAL STUDS WITH #10 TEK FLATHEAD SCREWS AT 6" O.C. AT PANEL EDGES AND AT 8" O.C. AT INTERIOR SUPPORTS. 9. CONNECT 5/8" THICK DENSGLASS SHEATHING TO METAL STUDS WITH #6 1-1/4" BUGLE HEAD (FINE THREAD) SCREWS AT 6" O.C. AT PANEL EDGES AND AT 6" O.C. AT INTERIOR SUPPORTS (MINIMUM). 10. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CUP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. SEE FASTENING REQUIREMENTS ABOVE. LIGHT GAUGE FRAMING NOTES. - A. THE LIGHT GAUGE MEMBER SIZES INDICATED ON THE DRAWINGS ARE A MINIMUM DEPTH AND GAUGE REQUIRED TO MEET THE DESIGN INTENT AND ARE BASED ON THE PROPERTIES AND MATERIALS OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) STANDARDS. ANY MANUFACTURER WHOSE PRODUCT GEOMETRIES MEETS OR EXCEED THE SSMA STANDARDS ARE ACCEPTABLE. VERT. REINF. SEE PLAN. CONCRETE BI SEE PLAN, 90' STD. ACI EMBED 3/ w/ (3) 3/4" STUDS 1 1 /2" METAL ROOF DECK. SEE PLAN. CONT. L3 X 3 X 3/16 19'-4" w_ -w'I • • = • _ �I to 1 ! • 1 _ ■ TYPICAL MASONRY TIE BEAM: -< (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. BOTT./TIE BM. = 16'-0" 3/4"0 x 6" WELDED HEADED STUDS (TYP.) SECTION (COLUMN CAP R ) SCALE: 3/4" = 1'-0" CONT. HSS 4 X 2 X 1/4 (LSH) SPLICE AS REQ'D. AT STUB COL. LOCATIONS CAP R 1/4 NOTE: INFILL FRAMING BETWEEN HORIZONTAL STEEL TUBES SHALL BE 4", 18GA. METAL STUDS AT 24" O.C. (40OS162-43) WITH 4", 18 GA. TOP AND BOTTOM TRACKS (40OT125-43) HSS 4 X 2 X 1/4 (LSH) SE£4PLAN_' �..� C 8X11.5 X 2'-4"- JOIST TOP CHORD - 1/2"0 THRU-BOLT.. w/ NUT & WASHER WALL SECTION SCALE: 3/4" = 1'-0" (A -A) AT CHANNEL 4 ENDS HSS STUB COLUMN. SEE PLAN. C 8X11.5 X 2'-4" STEEL ROOF JOIST. SEE PLAN. 19'-4" TOP/MASONRY 90' STD, ACI HOOK K.O. BLOCK w/ (1) #5 CONT. 16'-6 7/8" HSS BEARING TYPICAL MASONRY TIE BEAM: — (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. BQTT./TIE BM. = 16'-0" 14'-2" OF R _—_---_.__ r,_�„ VERTICAL WALL REINFORCING (TYP.) SEE PLAN FOR SIZE AND SPACING, 8" MASONRY WALL w/ HORIZ. JOINT REINF. AT 16" O.C. (TYP.) DRIVE-THRU WINDOW (BY OTHERS) CONCRETE CURB. REFER TO CIVIL DWG'S. BONDBREAKER 1 /2" ISOLATION JOINT CONC. SLAB. SEE CIVIL DWG'S. IN 0'-00 TOP/SLAB 6" INTERIOR METAL STUD FRAMING BY OTHERS. REFER TO ARCHITECT DWG's. PRECAST CONC. LINTEL BEAM (L-2). REFER TO SHEET S2.1 K.O. BLOCK w/ (1) #5 CONT., GROUTED SOLID. REFER TO 9/S4.1 FOR ADDITIONAL INFORMATION. PARTIAL COURSE AS REQ'D. BELOW K.O. BLOCK TO MAINTAIN MASONRY COURSING. 3 WALL SECTION (OPP. HAND) 2" 6» 2„ BEARING R 3/8" x 7 " 1 /2" x 0'-10" w/ (2) 1 /2"0s x 6" WELDED HEADED STUDS r� LSEE PLAN. TYPICAIL MASONRY TIE BEAM: (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. BQTT./TIE BM. = 15'-4" 13'-4 3/8" ,w. BOTT./PRECAST LINTEL BM. 9AIG PROFESSIONAL ENGINEERING, INC. 16912 Melissa Ann Dr . Lutz, FL . 33558 Ph:813.963.1906 STRUCTURAL 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727. 815. 3336 aovv��� 907 S. FT. HARRISON AVENUE SUITE 102 CLEARWATER, FL 33756 727-210-1900 TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS 1►11111 HII `% P� C. GVO �.. y 1 C tv � r YY�� �`. • U Jr 3 i w .. ♦ s ©< Y Ar r 1. 0 0. ) ,**$;.# i 0 w i~ c� .n a� c� Z Cif 0 Cc Ci W --� LL Cn cc 0 n >- Q vim.. N > J 00 LU 04.06.1 8 date 17060 COMM. rao. WALL SECTIONS Alan C. Guenther, P.E. #53308 / C.A. #26813 ' TO BE USED A CT ONTRACTOR'S OPTION AT ANY CONTROL JOINT LOCATION 1 1 /2" 1'-0" 1'-0" . a da n d .a _ + ° .• : .,, , ° ' e; .. a• 17 ° III= fi -I II' h ^a4 A91'. alll.=PIII � a ° — Ed I_ 11=11 =1 I I=1 =1 I I rl I ' =11I—III—III—I11= III= III- COMSTRUCTION JOINT DETAIL " 1'ri 1 /8 SAW --CUT JOINT CUT AS ►- FILL JOINT WITH LIQUID SOON AS POSSIBLE AFTER w SEALER. TROWELLING W O � z W.W.F. 1/4 THICKNESS OF SLAB� " - 1 a ° a _ 1=I ° I 1=1 11=I I�I I I I I I I 1—III=III d� =1 11=III=1 I I=I =1 I I I ►~ � NO— TFS- w J w c>_ 1. CUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE ' WITHIN 12 HOURS OF CONCRETE PLACEMENT). 2. HAND TOOL JOINT TO FACE OF WALL WHERE SAW DOES NOT REACH. 3. PLACE REINFORCING AT MID -DEPTH FOR SLABS LESS THAN 5" THICK. PLACE REINFORCING 1/3 SLAB DEPTH (FROM TOP) FOR SLABS 5" THICK OR GREATER. CONTROL JOINT DETAIL FUTURE CONTROL AND CONSTRUCTION JOINT Q, .,a _ ,. I a.a I` PRIMARY BARS. °� I4 a Ip FOOTING OR BEAM. Ia ,a aL a ° d I �� a 4I I tp IV I�4 <I1. 4I d aI�°_a J '� �� I ° � I � `.' � � . a , � �...---�-..• ..�._ra °' IQ � +. I'f .q I'j $..... �...:.. ........� ^.......: Q a 4 j . d a ° ° 4 .a 4 ° a A a m- -- I�,-, — — = ----I-.�^ =-fit =. -"- °-� d Ir— 4 °° 1 I aI f d ° qa a a ° ad I� . ° ad a d 30 BAR 0 LAP '7130 BAR 0 LAP CORNER SPLICE BARS TO BE SAME SIZE AND QUANTITY AS PRIMARY BARS. TYPICAL INTERSECTION OF CORNER BARS AT WALLS, BEAMS, AND FOOTINGS CORNER BAR DETAIL NOT TO SCALE VERTICAL BAR IN GROUTED CELL AT EACH SIDE OF ,•'�``�, JOINT. `,•�,/ CONTINUOUS PVC JOINT INSERT W/ BACKER ROD AND SEALANT. DISCONTINUE HORIZ. JOINT REINFORCING AT MASONRY CONTROL JOINT. RAKE JOINT AND CAULK CONTINUE JOINT FROM TOP OF FOOTING TO BOTTOM OF ROOF TIE BEAM, DO NOT CUT TIE BEAM REINFORCING AT C.M.U. JOINT. PROVIDE DUMMY JOINT IN CONCRETE BEAMS. COORDINATE LOCATION OF MASONRY CONTROL JOINTS WITH ARCHITECTURAL ELEVATIONS, MAX. SPACING = 26'-0" U.N.O. MASONRY CONTROL JOINT DETAIL SCALE: 1 1/2" = 1'-0" 25" PROVIDE (1) VERTICAL BAR AT CORNERS AND INTERSECTIONS IN FULLY GROUTED CELL. CORNER BARS TO MATCH SIZE AND QUANTITY OF HORIZ. REINF. MASONRY TIE BEAM HORIz. REINFORCING BARS IN MASONRY TIE BEAM. PROVIDE (1) VERTICAL BAR AT CORNERS AND INTERSECTIONS IN FULLY GROUTED CELL. DIE] HORIZ. JOINT REINF. PRE-FAB CORNER LADDER TYPE HORIZ. JOINT REINFORCING UNITS AT CONCRETE MASONRY UNITS IN 16" O.C. MIN. LAP REINF. A RUNNING BOND. MINIMUM OF 6". TYPICAL REINF. DETAIL AT CORNERS SCALE: N.T.S. NOTES: 1. SEE PLANS, SECTIONS AND NOTES FOR LOCATION(S) OF FILLED CELLS AND FOR REINFORCING. 2. CONCRETE FOR FILLED CELLS: I ° VERTICAL WALL REINFORCING. STRENGTH = 3,000 PSI MIN. AT 28 DAYS I SEE PLAN FOR SIZE AND EGATE SPACING. SUBMITGMIX DESIGN1 FOR REVS W(PEA BY THE ENGINEER. 6" INTERIOR METAL STUD I I $"x8" CONC. GAP DO NOT USE THE SAME MIX AS DESIGNED FOR FURRING (20 GA. MIN).' REFER I I TYP OTHER CAST -IN -PLACE CONCRETE. III TO ARCHITECT DRAWINGS. I ., a 8 MASONRY w/ 1/2" ISOLATION JOINT 3/16 III 3. ALLOW MORTAR TO SET, 24 HOURS MINIMUM, PRIOR CLIP ANGLE 2 X 2 X 0-3 X 18 GA. I 24 HORIZ. JOINT REINF. AT 1 CONT. () 90' STD. ACI HOOK 22'-8"� TO COMMENCING GROUTING. W/ (2) #10 TEK SCREWS AND (2)%I 16" O C. I -- -- TQP/HSS AT SCREEN WALL I ., 0.145" POWDER DRIVEN I NOTE" #3 x 1'--6" DOWEL w/ EXTERIOR CONC. WALK. REFER TO K.O. BLOCK w/ (1) #5 CONT., I I _ �1 TOP/MASONRY x STOP POUR 2 BELOW FASTENERS. INSTALL AT TOP, I I 6 HOOK AT 24 O.C. ARCH. FOR STEP AND SLOPE. GROUTED SOLID I I COURSE LINE BOTTOM AND MIDDLE OF WALL I REFER TO 5/54.1 FUTURE SLAB- u HEIGHT.LO I FOR MORE INFO. 12" MASONRY WALL w/ MASONRY REINFORCEMENT LAP INSTALL CONT. TRACK 1 /2" _ _ _ _ _ _ _ _ _ _ _ _ 0'-0" HORIZONTAL JOINT REINF. ° ° HS5 4 X 2 X 1/4 (LSH) REQUIREMENTS: ABOVE FINISH SLAB ELEVATION, I d. TOP/SLAB a ° AT 16" O.C. i i '1 #6 = 36"' 00 L1 FUTURE SLAB. I _ f 1�=TIT-1 1=1 I 1=1..`- —III—i I I —III --III IIIIIII I a. I I 1 11 I II I I I�I I I=I I I h a I 12'° 0'� 0"fir ><- x x x TOP jSLAB- GRADE —I � H II—I ( a I F IF I I a III III=I — III III —III —I I I I —I I (-i1'- 4 io VERTICAL WALL REINFORCING, SEE PLAN FOR SIZE AND i ;- ---WSS 4 X 2 X 1 /4 -I 1 ICI I I=I I_I I I=I I I ---, _ a° a) -� TOP/FIG. SPACING. a I 1-III.-1 I —I I —I I III —III —III— a • GROUT ALL CELLS =III U a' - ° SOLID. a � 1/2-0 HILTI-HIT HY70 ADHESIVE ; 19' -0" M w x I=I I i= =� I I � III= Iil III i (-)1'-4" III pq d d n a. d d .HOR . _ ANC (TYP,), 4" EMBED BOTT. W5S 3" x 3" (MIN.) CLEAN -OUT AND I a a o TOP/FIG. I � AAND � GROUT ALL CELLS ---III m ° �, III- a I I —I i= III III_ " 3 CLR. q.. �, EMOVEIAILLHOVERHANG MORTAR CL _ SOLID BELOW SLAB. III— ° I I- =I DEBRIS FROM WITHIN CELL TO BE � F00 ING ° M FILLED. i 4 � I I_I SEE Tq.P FDN. SEE FOOTING I —I I -II- I I I=l 1 1 l l i 1 1=111 111�1 0Q C7►� a ° , SCHEDULE d $ a a 4 � 4 a° ° .4 a 90• STD. ACI HOOK a MASONRY LIFT DETAIL EXTERIOR WALL FOOTING SECTION DETAIL AT SCREEN WALL ENDS SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" 2'-6" MIN, TYP. HORIZONTAL JOINT PUDDLE WELD AT SUPPORTS. REINFORCEMENT AT FIRST AND SECOND BLOCK 1,5 1.1 SEE PLAN NOTES FOR SIZE AND PATTERN. ''--DECK WI[}rH o < STEEL JOIST COURSE ABOVE OPENING - CONTINUOUS FROM CONTROL METAL DECK JOINT TO CONTROL JOINT. TEK SCREW FASTENERS EQ. Q. ° -' Z SPACED AT SIDE LAPS B PRECAST CONCRETE SUPPORTS. SEE PLAN NOTES ° a _ T _ T _ _ U-LINTEL w/ (1) #5 CONT. FOR SIZE AND PATTERN. ° a a q °� a a GROUT SOLID. C AT TOP SBEAM ° d a PROVIDE NOTCH BOTTOM 300 LAP I(TYP.) MID --SPAN OFLAP BETWEEN ° OF LINTEL FOR PLACEMENT SUPPORTS AS REQUIRED. 8" BRG OF VERTICAL REBAR AND FILLER DECK SHEET AS ° TYP. GROUT. ° PROVIDE 2 CORNER BARS AND REQUIRED. 4 ° °I I TOP, MID,( BOTTOM ° ° VERTICAL REINFORCEMENT 90' STD. ACI HOOK , ° BEAM BAR OR HOOK BARS I AT CORNER. 1141 STEEL SUPPORT. 1°� ia� ° c7 ¢ IN GROUTED CELL EACH AT ENDS OF BEAM. Q ° " I d JOIST OR BEAM. �i ° WELD L2 1 /2 X 2 1 /2 X 1 /4 -' SIDE OF OPENING, TYP. MASONRY OPENING SEE PLAN FOR JAMB I I LAP BOTTOM &MIDDLE 16" I ► ° EACH SIDE OF JOIST FROM REINFORCEMENT SCHEDULE. #3 STIRRUPS I I I BARS OVER MSS COLUMN. III III I 01 - o LOCATION OF LOAD TO NEAREST a I ._ PANEL POINT ON OPPOSITE (3) #6 VERT. IN I HSS COLUMN. METAL DECK ° CHORD OF JOIST). GROUTED CELLS I SEE PLAN. 11° jot ► / CONCRETE SILL. (OPEN) j j (OPEN) j I j I 101 ° ° NOTES: HORIZ. REINF. IN MORTAR JLI I I I ° 1. STIFFENER REQUIRED WHERE POINT JOINT BELOW SILL FROM LOADS OCCUR BETWEEN JOIST PANEL CONTROL JOINT TO WELD AT 6" O.C. MAX. AT `�- POINTS. CONTROL JOINT. PERIMETER. 2. JOIST STIFFENERS NOT REQUIRED KNOCK -OUT BLOCK NOTES: FOR POINT LOADS: i L COURSE W/ (1) #5 CONT. < 100 LBS AT TOP CHORD - — — — — — — — — — BELOW SILL, GROUT SOLID 1. MINIMUM DECK BEARING AT END SUPPORTS = 2 1/2" � 100 LBS AT BOTT, CHORD 2. MINIMUM DECK LAP OVER SUPPORTS = 2" WALL ELEVATION AT OPENING p CONCRETE BEAM REINFORCING DETAIL METAL DECK ATTACHMENT ISTSTFFENER DETAIL @4T 1ROFMeIONAn Dr.Luz,FL. INC. 16912 Melissa Ann Dr .Lutz, FL . 33558 Ph: $13.9b3.190b STRUCTURAL SCALE: 3/4" = 1'-0" NOT TO SCALE NOT TO SCALE TO SCALE Alan C. Guenther, P.E. #53308 / C.A. #26813 'I 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727, 815. 3336 pd.1qC 907 S. FT, HARRISON AVENUE SUITE 102 CLEARWATER, FL 33756 727-210-1900 TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS �00t p4 C +I11 G 0 S1 . ii 0' do s'•.l n O a� 0 Q cf) O.... W -J L) TCl) U3 J < Z O Z r) Z T_ < W d N Uj Z < U) 04.06.1 8 date 17060 comm. no. SECTIONS AND DETAILS S4,01 i i11 uq!l1'..I-Isepia:a o! el.ii.:,.itLIILASI 1 1 I. I I I' - ! I !I 117MPUT-F9191-1111 llll!1Litz!",I rl ROOF TOP UNIT FRAME SCHEDULE UNIT WEIGHT ANGLE SIZE 0 - 1000 LB. 1001 - 3000 LB. L4 X 4 X 1/4 L6 X 4 X 5/16 PRE-FAB - UNIT CURB. 1/2"0 THRU-BOLTS AT 24" O.C. MAX., 12" FROM ENDS. (3) BOLTS REQUIRED PER SIDE OF UNIT, MINIMUM. PROVIDE NUTS AND WASHERS. UNIT SUPPORT ANGLE FRAME. SEE SCHEDULE FOR ANGLE SIZES. LONG LEG VERTICAL. MECHANICAL UNIT FASTENING DETAIL NOT TO SCALE KNOCK -OUT BLOCK W/ (1) #5 CONT. GROUT SOLID CONT. L 3 X 3 X 1/4 SPLICE AT JOIST AS REQUIRED.. 1/8 2 1 1/2", TYPE B METAL ROOF DECK. SLOPE _\' STEEL JOIST--J R3/8X6X10W/ (2) 1 /2"0 X 6 HEADED STUDS.a7 cJ N (PLAN VIEW) 5 JOIST BEARING SCALE. 3/4" = 1'-0" MINIMUM FASTENING REQUIREMENTS: FASTEN UNIT TO CURB W/ 1/4-14 x 6" HWH SELF -DRILLING SCREW WITH A #3 DRILL POINT AND ZINC COATED SPACED AT 12" O.C. MAX. (ALL 4 SIDES), TYPICAL (BUILDEX OR EQUAL) METAL ROOF DECK. FASTEN TO CURB SUPPORT ANGLES W/ 5/8" DIAMETER PUDDLE WELDS AT 6" O.C. 3/16 3 3/16 3 ANGLE SEAT: L 6 x 4 x 5/16 x 0'-5" (LLV) JOIST WEB STIFFENER. REF: 12/S4.1 STEEL JOIST NOTE: DO NOT BOLT THRU TOP CHORD OF ROOF JOIST UNLESS APROVED BY THE JOIST MANUFACTURER PRIOR TO INSTALLATION OF UNIT. PROVIDE WRITTEN VERIFICATION TO ENGINEER. SEE PLANS TOP/MASONRY PARAPET 1/8 V 2 1/2 0o SEE PLAN JOIST BEARING ____A/jQP,/TIE_BEAM 11 TYP. MASONRY TIE BEAM: COURSE K.O. BLOCK W/ (1) #5 CONTINUOUS IN EACH COURSE, SEE PLAN BOTTOM/TIE BEAM 8" MASONRY WALL W/ HORIZONTAL JOINT REINFORCING AT 16" O.C. TYPICAL N O T E S 1. JOIST BEARING ON EMBED R SHALL BE 4" MINIMUM. 2. EDGE OF JOIST BEARING EMBED R SHALL BE FLUSH WITH INSIDE FACE OF MASONRY. 3. TYPICAL JOIST SEAT DEPTH IS 2 1/2" U.N.O. I I I I I I I HSS COLUMN. j I EXTERIOR FACE OF C.M.U. WALL SEE PLAN. FUTURE 1/2" ISOLATION JOINT I I 1/2" ISOLATION JOINT COAT STEEL BELOW SLAB w BITUMINOUS MASTIC. / I i I EXTERIOR CONC. WALK. REFER TO SECONDARY CONC. POUR 8" I ARCH. FOR STEP AND SLOPE. FUTURE SLAB. I REFER TO STEEL COLUMN/BASE SEE FOUNDATION PLAN NOTE 1. i I I PLATE SCHEDULE ON SHEET 51.1 ou0'-O" I I TOP/SLAB _ I I ° -- T-1 r—I I 1 1/2" N.S. GROUT1I- ° I 111-1 I 1=1 OQHV-4" iIII�1= I�I v I e I�I=1�I—I� TOP/FOOTING ° DTI 4 0 4 -f IIi �I IF I — a a 4" Ic - _ I„ II I kEl I Ii II I I 3" CLR. F r7 9 STEEL COLUNM FOUNDATION SCALE: 3/4" = 1'-0" L4 x 4 x 1/4 (TYP.)— FOR OPENINGS GREATER THAN 10" JOIST TOP CHORD EXTEND HORIZONTAL LEG OF ANGLE OVER JOIST TOP CHORD NOTES: I I I A I I I I I I I I I I I I 3/16 I I I I I I I I I II I I I I I I I I I I I I ROOF OPENING. VERIFY SIZE & LOCATION I w/ TRADE INVOLVED. I I I I I I TYP. 1 /8 3 1� 1. LOCATE L4 x 4 x 1/4 FRAMES AROUND ALL ROOF OPENINGS GREATER THAN 10". 2. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF OPENINGS PRIOR TO STEEL FABRICATION. 3. REFER TO JOIST STIFFENER DETAIL 12/S4.1 FOR JOIST STIFFENERS AS REQUIRED. 4. REFER TO 3/S4.2 FOR DECK OPENINGS BETWEEN 4" AND 10". 5. NOT INTENDED FOR ROOF TOP MECHANICAL EQUIPMENT SUPPORT. REFER TO 1/S4.2 FOR ANGLES SUPPORTING MECHANICAL UNITS. 2 ROOF OPENING NOT TO SCALE KNOCK -OUT BLOCK W/-- (1) #5 CONT. GROUT SOLID CONT. L4 X 4 X 1/4 W/ 3/4"0 HILTI-HIT HY70 ADHESIVE ANCHORS AT 24" O.C. MAX. IN GROUTED CELLS (6 5/8" EMBEDMENT) 1 1/2", TYPE B METAL ROOF DECK. SEE PLAN TOP/MASONRY PARAPET 90' STANDARD ACI HOOK TYP. MASONRY TIE BEAM: COURSE K.O. BLOCK W/ (1) #5 CONTINUOUS IN EACH COURSE. VARIES.\ — — — — — — — — — l — J t — — — — — — — — — — — — ULId\ UL/11\111V — VARIES - - - - - - - ---__----- BOTTOM/TIE BEAM o. 4 8" MASONRY WALL W/ BRIDGING PER SJI REQUIREMENTS. HORIZONTAL JOINT REINFORCING AT 16" O.C. STEEL BAR JOIST TYPICAL VERTICAL REINFORCING L2 X 2 X 3/16 X 0-6 W/ BARS SEE PLAN. 1/2"0 HILTI-HIT HY70 ADHESIVE ANCHOR, 4" N 0 T E S: EMBEDMENT. USE MESH 1. REFER TO 4/S4.2 FOR DECK ANGLE SPLICE. SCREEN IF NOT AT FILLED 2. STEP MASONRY TIE BEAM AS REQUIRED CELL. WITH SLOPED DECK. REFER TO 7/S4.2 � DECK BEARING SCALE: 3/4" = 1'-0" 1/2" 3/4"0 x 6" WELDED 2 2 3/4" HEADED STUDS 3 -71 (TYP.) I @LECT ION SCALE: 3/4" = 1'-0" ' I N II II IL J 1 (COLUMN CAP �) M HSS COLUMN. SEE PLAN. CONCRETE BEAM (REINF. NOT SHOWN FOR CLARITY). SEE PLAN 12'-0 3/8"A BOTT./GONG. BEAAMO EMBED R 3/4" w/ (6) 3/4"0 x 6" _ WELDED HEADED STUDS. REFER TO BELOW. REINFORCE /V]C"K"' ""Tu MINIMUM ' PLATE ATTACH F OR#10T AT 6" 0.( * = DECK OPENING DECK REINFORCEMENT AT UNFRAMED ROOF OPENING NOT TO SCALE 00 9'_51" RAD I AD BAR 2'-8" LONG WITH 1'-4" HOOK. BAR DIAMETER TO MATCH TIE BEAM REINFORCING. I Fr)r;FR ANGI F. NOTES: 1. TYPICAL MASONRY TIE BEAM SHALL BE (2) COURSE KNOCK -OUT BLOCK WITH (1) #5 CONTINUOUS IN EACH COURSE AND GROUTED SOLID. 2. STEP TIE BEAM A MAXIMUM OF 8". LOCATE TIE BEAM STEPS AS REQUIRED WITH SLOPED DECK LEDGER ANGLE. ONiMASONRY TIE BEAM - STEP OT TO SCALE CONT. HSS 4 X 2 X 1/4 (LSH) SPLICE AS REQ'D. AT STUB COL. LOCATIONS ERECTION TABS AS REQ'D. W 8X18 3/$" STIFF. R's. EACH FACE (A- A) @jECTION SCALE: 3/4" = 1'-0" HSS STUB COLUMN. SEE PLAN. HSS 4 X 2 X 1/4 (LSH) 19'-0" `L' BOTT./ JOIST MANUF. NOTE: t2.0 KIPS ADDT'L B VARIES - TOP/STEEL TOP/JOIST L2 1/2 x 2 1/2 x 1/4J'g X-BRACING AT EA. END OF W8 ANGLE SPLCE STEEL DECK ANGLE FASTENER TO WALL ��K2 I! SPLICE 1 4 DECK ANGLE SPLICE SCALE: 1 1/2" = 1'-0" C UNDER BASE PLATE. TWO CHANNELS ENTER TYPICAL C 6x8.2 CHANNEL MAY BE REQUIRED FOR FULL BASE PLATE SUPPORT. PROVIDE (4) 1/2" DIAMETER STAINLESS STEEL (304) BOLTS PER CONNECTION. PROVIDE STAINLESS STEEL WASHERS AND INSULATION MATERIAL TO KEEP ALUMINUM FROM COMING INTO DIRECT CONTACT WITH STEEL. PRE -FABRICATED ALUMINUM BASE PLATE AND STAND LEG PER MANUFACTURER. � I � I I I I I I i 3/16 3 I 1 1/2" METAL ROOF DECK. CONDENSING UNIT SUPPORT DETAIL SCALE: 1 1/2" = V-0" CONT. HSS 4 X 2 X 1/4 (LSH) SPLICE AS REQ'D. AT STUB COL. LOCATIONS CAP T 1/4 N 0TE: INFILL FRAMING BETWEEN HORIZONTAL STEEL TUBES SHALL BE 4", 18GA, METAL STUDS AT 24" O.C. (400S162-43) WITH 4", 18 GA. TOP AND BOTTOM TRACKS (40OT125-43) 1 1/2" METAL ROOF DECK. SEE PLAN. 3/8 STIFF. It's EACH FACE OF BEAM WEB BELOW STUB COLUMN. STEEL ROOF JOIST. SEE PLAN. L21/2X21/2 X-BRACING L3 X 3 X 1/4 STR L3 x 3 x 1/4 VERT. STRUT w/ DIAG. JST. STIFF. AT EA. END OF W8 STEEL ROOF JOIST (TYP.) SEE PLAN. JOIST MANUF. NOTE: f2.0 KIPS ADDT'L ku-u) )OF JOIST TOP 1/2X21/2X1/4 JOIST STIFF. r PROFESSIONAL ENGINEERING, INC. 16912 Melissa Ann Dr . Lutz, FL . 33558 Ph:813.963.1906 STRUCTURAL Alan C. Guenther, P.E. #53308 / C.A. #26813 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727. 815. 3336 V pdlcl,C i 907 S. FP. HARRISON AVENUE SUITE 102 CLEARWATER, FL 33756 727-210-1900 TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS %J11I IN1/0r, C. G �•,, dv d D�i t•�• .• w 1IINN11is 0 a U a b a 0 ro -cs 0 Z CnO Q 0 LUJ ---� U_ c _ C/) C3 � Im Z o� CC 0 QCL N Q > J 00 cn W J _ 0 In 04.06.1 8 date 17060 comm. no. SECTIONS AND DETAILS S4,92 11. .lf 1"4 Se_I19lf All1 LI. _ ■ I L I MECHANICAL SPECIFICATIONS SCOPE: THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING A PROPOSAL. ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODES SIXTH EDITION (2017), WITH ALL AMENDMENTS, AND LOCAL CODES AND ORDINANCES. THE SYSTEMS, EQUIPMENT, DEVICES AND ACCESSORIES SHALL BE INSTALLED, FINISHED, TESTED AND ADJUSTED FOR CONTINUOUS AND PROPER OPERATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK FITTING IN PLACE AND SHALL COORDINATE WITH OTHER TRADES TO AVOID INTERFERENCE WITH THEIR WORK. THE INFORMATION GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED, BUT ITS EXTREME ACCURACY IS NOT GUARANTEED. THE DRAWINGS ARE DIAGRAMMATIC, INTENDED TO SHOW GENERAL ARRANGEMENT, CAPACITY AND LOCATION OF VARIOUS COMPONENTS, EQUIPMENTS, AND DEVICES. IF WORK IS REQUIRED IN A MANNER TO MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK, OR SHOULD DISCREPANCIES APPEAR AMOUNG THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND THE MANUFACTURER'S RECOMMENDATIONS,THE CONTRACTOR SHALL REQUEST INTERPRETATION BEFORE PROCEDING WITH WORK. CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION WHETHER OR NOT SPECIFIED IN THE DOCUMENTS. REQUIRED COORDINATION: ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS AND PIPING (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. CONSTRUCTION PLANS: IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. REQUIRED ACCESS: CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND DEVICES THAT REQUIRE REPLACEMENT, SERVICING, ADJUSTING OR MAINTENANCE SHALL BE LOCATED TO ALLOW EASY ACCESS AND SPACE FOR REMOVAL OF INTERNAL ASSMBLIES, IF REQUIRED. CONTRACTOR SHALL PROVIDE ACCESS PANELS WHERE REQUIRED TO ALLOW ACCESS, EVEN IF NOT INDICATED ON THE DRAWINGS AT NO ADDITIONAL COST TO OWNER. WIND RESISTANCE: ALL EQUIPMENT, APPLIANCE AND SUPPORTS LOCATED EXTERIOR OF THE FACILITY SHALL BE INSTALLED TO RESIST WIND LOADS AS DETAILED IN THE BUILDING CODE. CUTTING AND PATCHING: ALL OPENINGS AROUND DUCT OR PIPE PENETRATIONS THROUGH SMOKE OR FIRE RATED FLOORS, CEILINGS OR WALLS SHALL BE SEALED AIRTIGHT WITH MATERIALS HAVING A RATING EQUAL TO THE MATERIAL OF THE WALL, CEILING OR FLOOR PENETRATED. EQUIPMENT TAGS: ALL EQUIPMENT WILL HAVE A PERMANENTLY FIXED ENGRAVE PHENOLIC LABEL CORRESPONDING TO THE EQUIPMENT TAG ON THE ENGINEER'S DRAWINGS. FIRES PPING: UL APPROVED MATERIALS AND METHODS SHALL PROTECT THE PENETRATIONS OF FIRE AND/OR SMOKE RATED WALLS, CEILINGS OR FLOORS. THE RATING OF THE FIRESTOPPING SHALL EQUAL THE RATING OF THE RATED ASSEMBLY. ALL INSULATION SHALL HAVE COMPOSITE FIRE AND SMOKE HAZARD RATINGS AS TESTED BY PROCEDURE ASTM E-84, NFPA-225, UL-723 NOT EXCEEDING: FLAME SPREAD 25 SMOKE DEVELOPED 50 FUEL DISTRIBUTED 50 ACCESSORIES SUCH AS ADHESIVE, MASTIC, CEMENTS AND TAPES SHALL HAVE THE SAME COMPONENT RATING AS LISTED ABOVE. START-UP: CONTRACTOR SHALL STARTUP ALL EQUIPMENT AND FOLLOW THE MANUFACTURER'S START-UP PROCEDURES. OPERATING AND MAINTENANCE DATA: SUBMIT THREE COPIES OF MANUFACTURER'S OPERATING AND MAINTENANCE INSTRUCTIONS AND SPARE PARTS LIST FOR EACH PIECE OF EQUIPMENT. CONDENSATE DRAIN PIPING: CONDENSATE DRAIN PIPING SHALL BE PVC TYPE DWV. DRAINS SHALL BE PITCHED NOT LESS THAN 1" IN 10'. RUNS SHALL BE AS SHORT AS POSSIBLE WITHOUT ANY DIPS TO TRAP WATER AND INTERFERE WITH PROPER DRAINAGE. PROVIDE TRAPS AND CLEANOUTS AT DRAIN PAN CONNECTIONS. RUN CONDENSATE DRAIN PER PLANS. DIMENSIONAL DATA: ALL DUCTWORK DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. SUPPLEMENTARY SUPPORTS: CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS, IN ORDER TO PROVIDE A "VIBRATION -FREE" RIGID INSTALLATION. DUCTWORK - GENERAL: FABRICATE AND INSTALL ALL DUCTWORK AND DUCT ACCESSORIES IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE, THE LATEST NFPA STANDARDS, AND THIS SPECIFICATION. THE MOST STRINGENT OF THESE SHALL BE THE MINIMUM STANDARD. MINIMUM OF 1" PRESSURE CLASS RATING FOR ALL FIBERGLASS DUCTWORK AND 2" FOR ALL SHEET METAL. ALL NEW RIGID DUCTWORK SHALL BE GALVANIZED SHEET METAL STEEL OF LOCKFORMING GRADE CONFORMING TO ASTM A653 AND ASTM A924. G-60 ZINC COATING. DUCTWORK INSTALLATION: ALL INTERIOR DUCTWORK SHALL BE SEALED TO SMACNA CLASS (C) REQUIREMENTS. PROVIDE DOUBLE THICKNESS TURNING VANES IN ALL NINETY (90) DEGREE SQUARE ELBOWS. CONTRACTOR SHALL FURNISH AND INSTALL ALL DUCT OFFSETS AS REQUIRED TO CLEAR INTERFERENCES WITH EXISTING BUILDING STRUCTURE, PIPES AND ELECTRICAL CONDUITS. FURNISH AND INSTALL ALL MISCELLANEOUS STEEL SUPPORTS REQUIRED FOR HANGING AND SUPPORTING DUCTWORK UNLESS OTHERWISE NOTED. INSULATION: ASSURE ALL DUCTWORK IS SEALED PRIOR TO INSTALLING INSULATION. ALL SHEET METAL SUPPLY & RETURN DUCTWORK SHALL BE WRAPPED WITH 2" THICK FIBERGLASS BLANKET INSULATION WITH FSK (ASJ) FACING, MINIMUM INSTALLED R VALUE OF 6.0, AND FLAME SPREAD/SMOKE DEVELOPED RATINGS OF 25/50 BY ASTM E-84. INSTALL INSULATION ON DUCTWORK USING ADHESIVE AND/OR WELD PINS WITH WASHERS. SEAL ALL INSULATION JOINTS, SEAMS AND FASTENER PIN PENETRATIONS WITH VAPOR RETARDING PRESSURE SENSITIVE TAPE OR WITH GLASS FABRIC AND MASTIC. SMOKE DETECTORS: INSTALL SMOKE DETECTORS AS RECOMMENDED BY MANUFACTURER TO ACQUIRE PROPER READINGS. LOCATION OF DUCT MOUNTED SMOKE DETECTORS ARE FOR REFERENCE LOCATION ONLY. FINAL PLACEMENT SHALL MEET ALL REQUIREMENTS IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE 12"X12" ACCESS DOOR FOR INSPECTION AND SERVICE. SMOKE DETECTORS SHALL BE FURNISHED & WIRED BY ELECTRICIAN/FIRE ALARM CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. WIRE SMOKE DETECTORS TO SHUTOFF UNIT WITH THE DETECTION OF SMOKE. CONTROLS: PROVIDE CONTROLS COMPLETE TO SUIT THE EQUIPMENT PROVIDED AND TO ACCOMPLISH THE SEQUENCE OF OPERATION AS REQUIRED BY PLANS AND SYSTEMS. LOCATE THERMOSTATS 48" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. THERMOSTATIC CONTROLS SHALL BE PROGRAMMABLE TO INCLUDE ALL ITEMS REQUIRED BY 2014 FBC-ENERGY CODE. TESTING AND BALANCING: THE CONTRACTOR SHALL ENSURE THAT ALL DEVICES AND SYSTEMS ARE COMPLETE, TESTED AND BALANCED, AND READY FOR OPERATION WHEN THE FACILITY IS HANDED OVER THE OWNER. THE AIR CONDITIONING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH AABC OR NEBB PROCEDURES. WRITTEN REPORT SHALL BE SUBMITTED TO MECHANICAL ENGINEER FOR APPROVAL. SUBMITTALS REQUIRED: SUBMIT SHOP DRAWINGS FOR ALL MATERIALS, EQUIPMENT, AND SYSTEMS REQUIRED BY THESE DOCUMENTS (SEE ARCH. PLANS/SPECS FOR SPECIFIC FORMATTING), INCLUDING: ROOFTOP UNITS EXHAUST FANS ROOF A/C STANDS DUCTWORK & SHEET METAL ACCESSORIES (CONNECTIONS, MASTICS, ETC.) THERMOSTATS & CONTROLS SUBSTITUTIONS : RTU'S MUST BE MANUFACTURED BY TRANE - NO EXCEPTIONSI FOR ALL OTHER EQUIPMENT, CONTRACTOR SHALL PAY FOR ANY AND ALL ADDED COSTS ASSOCIATED WITH ANY SUBSTITUTION, INCLUDING SUBSTITUTIONS THAT REQUIRE CHANGES TO THE OTHER BUILDING COMPONENTS, SUCH AS ELECTRICAL, STRUCTURAL REINFORCING, CEILINGS, WALLS, ROOFS, ETC. THIS WILL INCLUDE ANY ENGINEERING/ARCHITECTURAL RE -DESIGN COSTS AS A RESULT OF SAID SUBSTITUTION. THESE COSTS SHALL NOT BE BORNE BY THE OWNER, ARCHITECT, NOR ENGINEER, REGARDLESS OF ACCEPTABILITY OF SUBSTITUTION. ENGINEER RESERVES THE RIGHT TO ACCEPT OR DENY ANY SUBSTITUTION THAT HE DOES NOT DEEM TO BE EQUIVALENT, AND CONTRACTOR SHALL PROVIDE SPECIFIED OR EQUIVALENT MATERIALS/EQUIPMENT AT NO ADDITION COST TO OWNER, SHOULD A SUBSTITUTION BE DENIED. GUARANTEE@ THE ONE-YEAR GUARANTEE PERIOD SHALL NOT START UNTIL THE PROJECT IS FULLY COMPLETED AND THE CONTRACTOR HAS RECEIVED THE FINAL PAYMENT. ALL NEW EQUIPMENT AND ALL WORK SHALL BE FULLY GUARANTEED, PARTS AND LABOR, FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR ONE YEAR FROM THE DATE OF THE FINAL PAYMENT, AT NO ADDITIONAL COST TO OWNER. REPAIRS MADE DURING THIS PERIOD MUST BE FULLY GUARANTEED FROM DEFECTS IN MATERIAL AND WORKMANSHIP AT NO EXPENSE TO THE OWNER, FOR AN ADDITIONAL ONE YEAR PERIOD FROM THE DATE OF REPAIRSAT NO ADDITIOAL COST TO OWNER. IN ADDITION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO THE BUILDING, AND ITS CONTENTS OR OTHER EQUIPMENT, CAUSED BY DEFECTS OR IMPROPER INSTALLATION OF EQUIPMENT OR MATERIAL INSTALLED. ALL NEW HVAC UNITS SHALL INCLUDE 5-YEAR WARRANTY ON COMPRESSORS AND 1-YEAR WARRANTY ON ALL OTHER PARTS AND LABOR FOR UNIT. HVAC LEGEND NEW DUCTWORK, WITH SIZE LISTED DUCT SMOKE DETECTOR THERMOSTAT BASE �H HUMIDITY SENSOR BTU/H BRITISH THERMAL UNITS / HOUR 0 ROUND, DIAMETER CD CONDENSATE DRAIN PIPING CFM CUBIC FEET PER MINUTE TYP TYPICAL - ITEM OR METHOD (�S REMOTE SENSOR ® SUPPLY AIR DIFFUSER OR GRILLE RETURN/EXH. AIR REGISTER OR GRILLE FLEXIBLE DUCT --� AIRFLOW DIRECTION AFF ABOVE FINISHED FLOOR ROUND DUC T TAKE -OFF WITH VOLUME DAMPER VD / L_ MANUAL VOLUME DAMPER (W/HANDLE) DIFFUSER TAG EQUIPMENT TAG AIRFLOW EQUIPMENT 400 CFM R IU�TYPE CD-12"0 � EQUIPMENT MARK-/ SIZE NUMBER KEY NOTES ON PLANS: O1 PACKAGED ROOFTOP A/C UNIT - COORDINATE FINAL LOCATION WITH G.C. O2 NEW ROOF MOUNTED EXHAUST FAN. O 3 PROVIDE 4-FT LONG FULL SIZE (MIN. 12"X12") DUCT DROP DOWN BELOW ROOF. ® COORDINATE UNIT INSTALLATION REQUIREMENTS WITH G.C. AND STRUCTURAL PLANS AND DETAILS. O5 INSTALL THERMOSTAT / HUMIDITY SENSOR TEMPORARILY ON WALL WITH 75-FT EXTRA WIRING COILED AT UNIT (TYPICAL) © ROUTE CONDENSATE PIPING ON PIPE SUPORTS AT 4-FT INTERVALS. 7O INSTALL DUCT SMOKE DETECTOR IN SUPPLY DUCT DROP (TYPICAL-2 RTU'S) ® MECHANICAL CONTRACTOR SHALL FURNISH AND G.C. TO INSTALL NEW ROOF STAND FOR FUTURE TENANT ICE MACHINE CONDENSER. ® OUTSIDE AIR INTAKE ON THIS END OF RTU - COORDINATE INSTALL TO ENSURE MIN. 10-FT CLEAR FROM EXHAUST FAN AND PLUMBING VENT STACKS. 10 PROVIDE 4-FT LONG FULL-SIZE DUCT DROPS INTO CEILING CAVITY WITH ENDS CAPPED FOR FUTURE. 11 12"X12" PIPE CURB FOR FUTURE ICE MACHINE CONDENSER. Q SPILL CONDENSATE MANIFOLD THROUGH SCUPPER AND INTO DOWNSPOUT (TYPICAL ON ROOF) 13 PERMANENT LADDER ON WALL FOR ROOF ACCESS WITH OPENING IN PARAPET. MECHANICAL ROOF PLAN 4STEPANEK- LEWIS AND ASSOCIATES 2237 TWELVE OAKS WAY, SUITE 103 WESLEY CHAPEL, FL 33344 )PH (813) 991-1248 MATTHEW D. LEWIS, P.E. FL L.IC#56189 N0M- FINAL UNIT SIZING, SPECS, AND LOCATIONS MUST BE APPROVED BY TENANT AND LANDLORD'S ENGINEER PRIOR TO BID. 1 GALVANIZED METAL GOOSENECK , WITH BASE CAP TO OVERLAP CURB ANCHOR CAP TO NAILER- & CURB TO DECK WITH #10 TECK SCREWS ON 6" CENTERS - ALL SIDES FLASHING FUTURE PIPING REMOVABLE TOP 8" OPENING 3" RAIN STOP 12" TALL ROOF CURB NOTE: LOCATE SO PIPING PENETRATION ARE NOT UNDER UNIT PLATFORMS. ROOF PIPE CURB DETAIL SCALE: NONE INSTALLER SHALL PROVIDE ANGLE IRON CLIPS PER MANUFACTURER'S GUIDELIN SECURED TO UNIT AND TO BEAM RAIL - TYPICAL I EACH OF (4) CORNERS. F TO MFG'S INSTALLATION GUIDELINES FOR ANGLE CL SIZING AND CONNECTIONS. ROOFTOP UNIT CASING GASKET/SEALING MATERIAL TREATED WOOD NAILER SECUREMENT TO DECK (REFER TO STRUCTURAL ENGINEER'S PLANS & DETAILS) EQUIPMENT MFG'S SHEET METAL CURB SECUREMENT TO DECK (REFER TO STRUCTURAL ENGINEER'S PLANS & DETAILS) ROOFING SYSTEM (REFER TO ARCHITECTURAL PLANS) ROOF DECK 1o1 CURB SUPPORT STEEL FRAME MEMBER---' (REFER TO STRUCTURAL ENGINEER'S PLANS) ATTACHMENT OF RTU AND FAN ROOFTOP CURBS SCALE: NONE JTURE ICE MACHINE ONDENSING UNIT PRE-FAB ROOF STAND 3-FT X 3-FT X 24"TALL /---(4) BASEPLATES WILL BE ANCHORED TO STEEL CHANNELS - REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION. COORDINATE WITH ROOFING CONTRACTOR AND GC ON EXACT UNIT CONFIGURATION (TYP EACH BASEPLATE) INSTALL BASE PLATE ANCHORS IN STRICT ACCORDANCE WITH STAND MANUFACTURER'S REQUIREMENTS AS FOLLOWS: AT EACH BASEPLATE, PROVIDE MINIMUM OF (4) 3/8" SAE GRADE 2 GALVANIZED BOLTS WITH NUT AND 3/4"0 WASHER, TO STRUCTURAL A36 STEEL MEMBERS (0.27" MIN. HOST THICKNESS) CONDENSER ROOF STAND DETAIL (FUTURE COOLER CONDENSER) SCALE: NONE PRECISION ALUMINUM PRODUCTS "ALUMA-STAND" IS BASIS OF DESIGN (FL. PRODUCT APPROVAL # 16921.1) STAND SHALL BE LISTED FOR 150-MPH+ WIND LOADING & LOCAL WIND LOADING PER CODE. COORDINATE WITH ROOFING CONTRACTOR AND GC ON EXACT UNIT CONFIGURATION TO SUIT FIELD CONDITIONS (TYP EACH BASEPLATE) INSTALL ANCHORS IN ACCORDANCE WITH STAND MANUFACTURER'S GUIDELINES. IF REQUIRED, CONTRACTOR SHALL PROVIDE ADDITIONAL STEEL ANGLE SUPPORTS REQUIRED TO SPAN JOISTS AT NO ADDITIONAL COST. EXHAUST FAN SCHEDULE GENERAL CONSTRUCTION MARK CFM SONES ESP (IN—WG) ELEC. MOTOR DRIVE TYPE FAN MANUF. MODEL WEIGHT (Ibs) NOTES EF-1 300 10.6 0.375 120V/l PH 1 /20-HP DIRECT ROOF DNBLAST GREENHECK G-085 19 (DO NOTE: Q PROVIDE FAN WITH 18" TALL ROOF CURB, DOWNBLAST HOUSING, FAN SPEED CONTROLLER AT FAN UNDER HOOD, AND BACKDRAFT DAMPER. Q DISCONNECT BY ELECTRICIAN. INTERLOCK FOR OPERATION BY FUTURE TENANT CONTRACTOR. SUPPLY AIR RETURN AIR OCONTRACTOR SHALL PROVIDE AND INSTALL AN APPROVED DUCT MOUNTED SMOKE DETECTOR FOR ALL RTU'S DELIVERING 2000 CFM OR MORE. O2 UNIT IDENTIFICATION PLATE SCREWED TO UNIT. O3 DISCONNECT SWITCH. DO NOT MOUNT HIGHER THAN UNIT. O4 PREFAB CURB. OPATE PIPING PLUG FOR CONTROL, DO NOT RUN IN POWER CONDUIT. DO NOT USE "PATE" PIPING PLUGS AS NOTED WHERE UNIT MANUFACTURER HAS PROVIDED OPENINGS INSIDE PERIMETER CURB. OCUT HOLE IN ROOF ONLY LARGE ENOUGH FOR DUCT & PROVIDE STRUCTURAL SUPPORT FOR DECKING. OCONDENSATE TRAP (REFER TO DETAIL). ROUTE CONDENSATE AS INDICATED ON DRAWINGS. O8 FLEXIBLE CONNECTION. OOUTDOOR AIR INTAKE. ANCHOR FAN 1 F DUCT TRAN`, TO DAMPER ROOFTOP UNIT DETAIL SCALE: NONE I FAN EXHAUST FAN RD SCREEN E-FAB CURB 1 1/2" INSULATION vrwnvwu vrnn rn ROOF EXHAUST FAN DETAIL SCALES NONE NOTE: INSTALL FAN 10 FEET FROM ANY SOURCE OF FRESH AIR INTAKE. ROOF DECK UNDER RTU DUCT SMOKE DETECTOR (TYPICAL) 12"X12" ACCESS PANEL --- BELOW DETECTOR ON ACCESSIBLE SIDE AND BELOW SAMPLING TUBE (TO CLEAN AND INSPECT), BUT LOCATED ABOVE ALL BRANCH DUCTS. SUPPLY DUCT DR DOWN FROM RTU RTU RETURN DUCT DROP DOWN FROM RTU RTU DUCT SMOKE DETECTOR ISOMETRIC DETAIL NOT TO SCALE STEPANEK- LEWIS 1 4 AND ASSOCIATES 2257 TWELVE OAKS WAY, SUITE 103 WESLEY CHAPEL, FL 335" PH (813) 991 —1248 MATTHEW D. LEWIS, P.E. FL UC#56189 VANIZED STRAP AROUND PIPE 'EWED TO NUT INSERTS IN CHANNEL BOTH SIDES OF SUPPORT DURA-BLOCK # DB10 RIGID RUBBER PIPE SUPPORT ►KITH CHANNEL ON TOP ROOF CONDENSATE PIPE SUPPORT DETAIL SCALE: NONE UNION CLEANOUT OVERFLOW PVC CONDENSATE LINE PRIMARY DRAIN DISCHARGE, FULL SIZE OF RTU 1 „ GALV. STRAP TO ROOF GUTTERS � z SEE ROOF PLAN in M SCREW END OF STRAP � PROVIDE ROOFING MATERIAL TO PIPE SUPPORT UNDER SUPPORT (GLUE TO SUPPORT) ROOF PIPE SUPPORT (PROVIDE EVERY 4'-0") RTU CONDENSATE P-TRAP DETAIL SCALE: NONE SUPPLY FANS: THE EVAPORATOR FAN WILL RUN CONTINUOUSLY DURING OCCUPIED HOURS, AND CYCLE ON/OFF WITH COOLING/HEATING WHEN IN UN -OCCUPIED MODE, ACCORDING TO THERMOSTAT PROGRAMMING, AND SUBJECT TO FIRE ALARM SHUTDOWN (DUCT SMOKE DETECTOR). OUTSIDE AIR DAMPER: THE DAMPER CLOSES WHEN THE UNIT IS OFF. DAMPER SHALL OPEN FULLY WHEN SUPPLY FAN STARTS TO BALANCED (FIXED) POSITION AND STAY OPEN DURING OCCUPIED MODE (NO MODULATION). COOLING COIL' THE COOLING COIL AND COMPRESSORS SHALL ENERGIZE TO MAINTAIN SPACE COOLING SETPOINT. (75'F OCCUPIED/ 80-F UNOCC.). DEHUMIDIFICATION: WHEN SPACE TEMPERATURE IS SATISFIED BUT SPACE HUMIDITY IS NOT MET, UNIT SHALL ENTER DEHUMIDIFICATION MODE, AND ENERGIZE COMPRESSOR AND COOLING COIL, WHILE ALSO ENERGIZING THE HOT GAS REHEAT COIL IN STAGES TO AVOID OVERCOOLING. UNIT SHALL REMAIN IN THIS MODE UNTIL HUMIDITY SETPOINT (50%RH, ALL TIMES) IS ACHIEVED OR THERE IS A CALL FOR COOLING. HEATING COIL: THE GAS HEAT EXCHANGER WILL ENERGIZE IN CONTROL STAGES TO MAINTAIN SPACE HEATING SETPOINT. (68'F OCC/60-F UNOCC.). FANS: THE EXHAUST FAN WILL RUN WHEN ANY FUTURE RESTROOM IS OCCUPIED, BASED ON OCCUPANCY SENSOR CONTROL HIGH EFFICIENCY PACKAGED DX ROOF TOP UNIT SCHEDULE BLOWER COOLING COOLING CAP HEATING CAP POWER MARK CFM O/A CFM ESP IN. WG. POWER NOMINAL TONS ARI EFFIC. EER HP STATIC DRIVE ENT AIR TOTAL MBH SENS. MBH INPUT KW OUTPUT MBH CONDENSER FAN COMPRESSOR MCA AMPS MOCP AMPS AMBIENT TEMP. FILTER TYPE BASE WGT LBS MFG. MODEL NOTES DB WB QTY. FLA QTY. RLA LRA RTU-1 5,000 800 0.8 208V/30 12.5 12.1 3.00 STD 77.8 64.4 141.5 108.3 13.5 46.1 2 2.7 2 27.5/13.6 191/100 67.0 1 80 95•F 2"/30% 1,959 TRANE THD150G3 QQQ®a©©®® 10 RTU-2 3,400 200 0.8 208V/30 8.5 12.5 2.75 STD 75.8 62.7 95.8 72.4 13.5 46.1 1 4.0 2 15.6/10.0 110/71.0 57.5 60 957 2"/30% 937 TRANE THC102F3 (�1 (2 Q®©®©®® 10 NOTE: Q PROVIDE WITH 7-DAY A WEEK PROGRAMMABLE THERMOSTAT, MEETING ALL CODE REQUIREMENTS (SEE SPECIFICATIONS). INCLUDE EXTRA LENGTH OF WIRING FOR TEMPORARY MOUNTING. PROVIDE MFG'S 14" TALI INSULATED ROOF CURB WITH SHIM KIT IF NEEDED FOR LEVEL UNIT INSTALLATION. ( PROVIDE SINGLE POINT POWER TO UNIT INCLUDING HEAT STRIP (ALL SERVICE DISCONNECTS AND CONVENIENCE OUTLETS BY ELECTRICIAN - NOT FURNISHED WITH RTU) PROVIDE MFG'S OPTIONAL BLACK EPDXY CONDENSER COIL COATING. (2 PROVIDE WITH A SECONDARY (AUXILIARY) OVERFLOW DRAIN FLOAT SWITCH IN CONDENSATE PAN, INTERLOCKED WITH FAN MOTOR FOR SHUTDOWN. © PROVIDE HOT GAS REHEAT - DEHUMIDIFICATION SYSTEM AND REMOTE HUMIDITY SENSOR / CONTROL AND EXTRA LENGTH OF WIRING FOR TEMPORARY MOUNTING BY T'STAT. (2)INSTALL DUCT SMOKE DETECTOR IN SUPPLY DUCT DROP BELOW UNIT (FURNISHED & WIRED BY ELECTRICIAN) ® PROVIDE WITH LOW AMBIENT COOLING AND # COOLING CIRCUITS PER SCHEDULE. 9 FINAL UNIT COOLING CAPACITY, HEATING CAPACITY AND LOCATIONS MUST BE APPROVED BY TENANT AND LANDLORD, PRIOR TO BID. 10 PROVIDE WITH OUTSIDE AIR INTAKE HOOD WITH WIRE MESH SCREEN, ALONG WITH MOTORIZED 2-POSITION DAMPER. (NOTE: FINAL OUTSIDE AIR QUANTITY TO BE VERIFIED BY STARBUCKS INTERIOR HVAC PLANS WHEN THEY ARE ISSUED.) SUBSTITUTIONS, STARBUCKS REQUIRES THAT RTU'S ARE MAMA FACTURED BY TRANS. SUBSTITUTIONS FOR TRANE EQUIPMENT MILL NOT BE ACCEPTED UNDER ANY CIRCUMSTANCES. RTU SIZING- TWE MECHANICAL ENGINEER OF RECORD FOR THE SWELL WAS SIZED RTU'5 BASED ON THE LANDLORD'5 LEASE CRITERIA ONLY. THE UNITS SPECIFIED SHALL BE THE BASIS OF THE CONTRACTOR'S BIDS. PRIOR TO CONSTRUCTION, STARBUCKS WILL PROVIDE A COMPLETE SET OF INTERIOR FIN1514-OUT PLANS THAT WILL INCLUDE SIZING OF RTU'S BASED ON OCCUPANT AND EQUIPMENT LOADS WITHIN THE BUILDING. FOR T14I5 REASON, TWE EQUIPMENT SIZES SHOW ON THE SWELL. DOCUMENTS ARE SUBJECT TO CWANGE. UNDER NO CIRCUMSTANCES SHALL THE MECHANICAL. CONTRACTOR SUBMIT SHOP DRAWINGS OR ORDER RTU'5 UNTIL THE INTERIOR FINISH -OUT DOCUMENTS HAVE BEEN RECIEVED. THE ARCHITECT SHALL IMMEDIATELY NOTIFY THE GENERAL CONTRACTOR UPON RECEIPT AND, AT THAT TIME, WILL MAKE HIM AWARE OF ANY NECESSARY CHANGES. PLUMBING SPECIFICATIONS SCOPE: THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING A PROPOSAL. ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODES SIXTH EDITION (2017), WITH AMENDMENTS, AND LOCAL CODES AND ORDINANCES. INSTALLATION SHALL COMPLY WITH THE CODE REFERENCED STANDARDS SET BY NFPA, ASHRAE, ASPE, SMACNA, NEC AND UL. THE SYSTEMS, EQUIPMENT, DEVICES AND ACCESSORIES SHALL BE INSTALLED, FINISHED, TESTED AND ADJUSTED FOR CONTINUOUS AND PROPER OPERATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK FITTING IN PLACE AND SHALL COORDINATE WITH OTHER TRADES TO AVOID INTERFERENCE WITH THEIR WORK. THE INFORMATION GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED, BUT ITS EXTREME ACCURACY IS NOT GUARANTEED. THE DRAWINGS ARE DIAGRAMMATIC, INTENDED TO SHOW GENERAL ARRANGEMENT, CAPACITY AND LOCATION OF VARIOUS COMPONENTS, EQUIPMENTS, AND DEVICES. IF WORK IS REQUIRED IN A MANNER TO MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK, OR SHOULD DISCREPANCIES APPEAR AMOUNG THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND THE MANUFACTURER'S RECOMMENDATIONS,THE CONTRACTOR SHALL REQUEST INTERPRETATION BEFORE PROCEDNG WITH WORK. CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION WHETHER OR NOT SPECIFIED IN THE DOCUMENTS. REQUIRED COORDINATION: ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS AND PIPING (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. CONSTRUCTION PLANS: IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. REQUIRED ACCESS: CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND DEVICES THAT REQUIRE REPLACEMENT, SERVICING, ADJUSTING OR MAINTENANCE SHALL BE LOCATED TO ALLOW EASY ACCESS AND SPACE FOR REMOVAL OF INTERNAL ASSMBLIES, IF REQUIRED. CONTRACTOR SHALL PROVIDE ACCESS PANELS WHERE REQUIRED TO ALLOW ACCESS, EVEN IF NOT INDICATED ON THE DRAWINGS AT NO ADDITIONAL COST TO OWNER. WIND RESISTANCE: ALL EQUIPMENT, APPLIANCE AND SUPPORTS LOCATED EXTERIOR OF THE FACILITY SHALL BE INSTALLED TO RESIST WIND LOADS AS DETAILED IN THE BUILDING CODE. CUTTING AND PATCHING: ALL OPENINGS AROUND DUCT OR PIPE PENETRATIONS THROUGH SMOKE OR FIRE RATED FLOORS, CEILINGS OR WALLS SHALL BE SEALED AIRTIGHT WITH MATERIALS HAVING A RATING EQUAL TO THE MATERIAL OF THE WALL, CEILING OR FLOOR PENETRATED. EQUIPMENT TAGS: ALL. EQUIPMENT WILL HAVE A PERMANENTLY FIXED TAG CORRESPONDING TO THE EQUIPMENT TAG ON THE ENGINEER'S DRAWINGS. FIRESTOPPING: UL APPROVED MATERIALS AND METHODS SHALL PROTECT THE PENETRATIONS OF FIRE AND/OR SMOKE RATED WALLS, CEILINGS OR FLOORS. THE RATING OF THE FIRESTOPPING SHALL EQUAL THE RATING OF THE RATED ASSEMBLY. ALL INSULATION SHALL HAVE COMPOSITE FIRE AND SMOKE HAZARD RATINGS AS TESTED BY PROCEDURE ASTM E-84, NFPA-225, UL-723 NOT EXCEEDING: FLAME SPREAD 25 SMOKE DEVELOPED 50 FUEL DISTRIBUTED 50 ACCESSORIES SUCH AS ADHESIVE, MASTIC, CEMENTS AND TAPES SHALL HAVE THE SAME COMPONENT RATING AS LISTED ABOVE. SERVICE AND PERMITS: CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTIONS AND SHALL PAY FOR PERMITS. SHOP DRAWINGS: EACH TRADE SHALL PREPARE AND SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH PROCEDURES OUTLINED IN DIVISION 1. RESPONSIBILITY FOR ERRORS OR OMISSIONS IN THE SUBMITTALS SHALL NOT BE RELIEVED BY THE ARCHITECT'S OR ENGINEER'S REVIEW. ENGINEER'S PROCESSING WILL NOT CONSTITUTE A COMPLETE CHECK BUT WILL INDICATE ONLY THAT A GENERAL METHOD OF CONSTRUCTION AND DETAILING IS SATISFACTORY. AT A MINIMUM SUBMITTALS SHALL INCLUDE FIXTURES, VALVES, PIPING, INSULATION AND ACCESSORIES. START-UP CONTRACTOR SHALL STARTUP ALL EQUIPMENT AND FOLLOW THE MANUFACTURER'S START-UP PROCEDURES. OPEMJING AND MAINTENANCE DATA: SUBMIT THREE COPIES OF MANUFACTURER'S OPERATING AND MAINTENANCE INSTRUCTIONS AND SPARE PARTS UST FOR EACH PIECE OF EQUIPMENT. SUPPLEMENTARY SUPPORTS: CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS, IN ORDER TO PROVIDE A "VIBRATION -FREE" RIGID INSTALLATION. DIELECTRIC UNIONS: PROVIDE DIELECTRIC UNIONS OR FLANGES AT CONNECTIONS OR CONTACT BETWEEN PIPES OF DISSIMILAR METALS. WATER PIPING: INSIDE WATER LINES SHALL BE HARD -DRAWN COPPER TUBING, TYPE "L" ABOVE -GROUND, TYPE "K" BELOW -GROUND. PROVIDE DIELECTRIC UNIONS WHERE DISSIMILAR METAL ARE IN CONTACT. ALL BURIED PIPING SHALL BE PROTECTED FROM CORROSION WITH 3/8" THICK FOAM RUBBER INSULATION WITH SEAMS SEALED WATERTIGHT. WATER PIPING SHALL BE TYPE-L COPPER TUBING, WITH WROUGHT COPPER FITTINGS (ASTM-1388). CONTRACTOR SHALL PROVIDE FOR EXPANSION AND CONTRACTION OF TUBING. TUBING SHALL BE SLEEVED AT PENETRATION OF CONCRETE SLABS OR WALLS. EXPOSED PIPING: EXPOSED PIPING SHALL BE POLISHED CHROMIUM ON EITHER BRASS OR BRONZE. PROVIDE ADA INSULATED WATER AND WASTE LINE COVERINGS FOR WALL HUNG SINKS AND LAVATORIES. VALVES ALL VALVES SHALL HAVE A MINIMUM OF 125 PSIG WORKING PRESSURE. VALVES AND COCKS MAY NOT BE INDICATED IN EVERY INSTANCE ON THE DRAWINGS, BUT WHETHER OR NOT SHOWN, ALL VALVES, COCKS AND CHECK VALVES NECESSARY FOR THE PROPER OPERATION OF THE SYSTEM SHALL BE FURNISHED AND INSTALLED. INSTALL ISOLATION/SHUT-OFF VALVES AT ALL MAIN RISERS, AND MAIN BRANCH TAKEOFFS. INSTALL ISOLATION/SHUT-OFF VALVES ON EACH INLET AND OUTLET OF EACH PIECE OF EQUIPMENT. PROVIDE A FLANGE OR UNION BETWEEN THE VALVE AND THE EQUIPMENT TO PERMIT DISCONNECTION, REMOVAL AND SERVICE. TERILIIZATION OF DOMESTIC WATER SYSTEM: THE ENTIRE DOMESTIC WATER DISTRIBUTION SYSTEM SHALL BE THOROUGHLY STERILIZED AS REQUIRED BY THE HEALTH AUTHORITY OR WATER PURVEYOR HAVING JURISDICTION, OR IN THE ABSENCE OF A PRESCRIBED METHOD, THE PROCEDURE DESCRIBED IN EITHER AWWA C651 OR AWWA C652, OR AS DESCRIBED IN SECTION 610 FBC-P (2017). YENTING: THE STACKS SHALL BE EXTENDED THROUGH ROOF OF BUILDING TO POINTS NOT LESS THAN 12" ABOVE ROOF. VENTS SHALL BE OFFSET AS REQUIRED TO PENETRATE ROOFS AT LEAST 3 FEET FROM THE RIDGE OR EDGE OF BUILDING AND 10 FEET FROM ANY FRESH AIR INTAKE OR OPERABLE WINDOW OR DOOR. SANITARY, WASTE, GREASE„ STORM AND VENT PIPING: ALL BELOW AND ABOVE GROUND PIPING AND FITTINGS SHALL BE SCHEDULE 40 PVC-DWV. (SOLID CORE) SLOPE OF SANITARY OR DRAINAGE PIPING 2-1/2" AND SMALLER SHALL BE A MINIMUM OF 1/4" PER FOOT; PIPING 3" AND LARGER SHALL BE SLOPED A MINIMUM OF 1/8" PER FOOT. CLEANOUTS WILL BE LOCATED NOT MORE THAN 100 FEET APART AND AT EACH CHANGE OF DIRECTION GREATER THAN 45' ALONG THE HORIZONTAL DRAIN. CLEANOUTS SHALL BE INSTALLED AT BASE OF EACH STACK. CONCEALED CLEANOUTS SHALL HAVE CAST BRASS CHROMIUM PLATED FLAT ACCESS COVER PLATE. PLUMBING_ FIXTURES AND TRIM: PLUMBING FIXTURES SHALL BE FURNISHED AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH PROPER CONNECTIONS TO SUPPLY AND DRAINAGE PIPING. ALL FIXTURES SHALL BE FREE OF FLAWS AND DEFECTS OF ANY SORT IN MATERIAL AND WORKMANSHIP AND SHALL OPERATE PERFECTLY WHEN INSTALLED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. CONTRACTOR SHALL PROVIDE ROUGH -IN, AND SHALL CONNECT ALL FIXTURES TO THE PLUMBING SYSTEMS. ALL FIXTURES TO BE PROVIDED WITH CHROME -PLATED SUPPLIES AND STOPS. PROVIDE 17 GAUGE CHROME -PLATED BRASS TRAPS FOR ALL FIXTURES WITHOUT INTEGRAL TRAPS. PROVIDE CONCEALED ARM CARRIERS AND SUPPORTS FOR ALL FIXTURES REQUIRING SAME. TEUNG: TEST ALL WASTE AND VENT PIPING FOR A PERIOD OF NOT LESS THAN 8 HOURS BY CAPPING OR PLUGGING. ALL JOINTS TO A LEVEL OF THE HIGHEST FIXTURE OR FITTINGS. FILLING THE SYSTEM WITH WATER, AND OBSERVING FOR LEAKS. TEST WATER PIPING AT 100 PSIG FOR A PERIOD OF 8 HOURS, OBSERVING FOR ANY VISIBLE LEAKS. TEST PIPING AGAIN WITH FIXTURES INSTALLED. REPAIR ANY LEAKS FOUND BY REMAKING JOINT. DO NOT USE CAULKING OR SIMILAR METHODS TO CORRECT LEAKS. UPON REPAIRING ANY LEAKS FOUND. AGAIN TEST THAT PORTION OF THE SYSTEM AS DESCRIBED ABOVE. EQUIPMENT FURNISHED BY OTHERS: WHERE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL MAKE ALL PIPING CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS. THIS WORK SHALL INCLUDE FURNISHING AND INSTALLATION OF ALL WATER AND DRAIN PIPING. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS OF EQUIPMENT MANUFACTURER. GUARANTEE: THE ONE-YEAR GUARANTEE PERIOD SHALL NOT START UNTIL THE PROJECT IS FULLY COMPLETED AND THE CONTRACTOR HAS RECEIVED THE FINAL PAYMENT AND CERTIFICATION OF COMPLETION. ALL EQUIPMENT AND ALL WORK SHALL BE FULLY GUARANTEED, PARTS AND LABOR, FOR ONE YEAR FROM THE DATE OF THE CERTIFICATE OF COMPLETION. REPAIRS MADE DURING THIS PEROID MUST BE FULLY GUARANTEED FOR AN ADDITIONAL ONE YEAR PERIOD FROM THE DATE OF REPAIRS. IN ADDITION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO THE BUILDING, AND ITS CONTENTS OR OTHER EQUIPMENT, CAUSED BY DEFECTS OR IMPROPER INSTALLATION OF EQUIPMENT OR MATERIAL INSTALLED. SUBSTITUTIONS: CONTRACTOR SHALL PAY FOR ANY AND ALL ADDED COSTS ASSOCIATED WITH ANY SUBSTITUTION, INCLUDING SUBSTITUTIONS THAT REQUIRE CHANGES TO THE OTHER BUILDING COMPONENTS, SUCH AS ELECTRICAL, STRUCTURAL REINFORCING, CEILINGS, WALLS, ROOFS, ETC. THIS WILL INCLUDE ANY ENGINEERING/ARCHITECTURAL RE -DESIGN COSTS AS A RESULT OF SAID SUBSTITUTION. THESE COSTS SHALL NOT BE BORNE BY THE OWNER, ARCHITECT, NOR ENGINEER, REGARDLESS OF ACCEPTABILITY OF SUBSTITUTION. ENGINEER RESERVES THE RIGHT TO ACCEPT OR DENY ANY SUBSTITUTION THAT HE DOES NOT DEEM TO BE EQUIVALENT, AND CONTRACTOR SHALL PROVIDE SPECIFIED OR EQUIVALENT MATERIALS/EQUIPMENT AT NO ADDITIONAL COST TO OWNER, SHOULD A SUBSTITUTION BE DENIED. KEY NOTES ON PLAN: 04"GREASE WITH CLEANOUT 5-FT INSIDE REAR WALL LABELED "GREASE" (PROVIDE MAXIMUM DEPTH INVERT - APPROX. 19" BFF AVAILABLE). 2O 4-SANITARY WITH CLEANOUT 5-FT INSIDE REAR WALL (MIN 27" BFF). ® 1-1/2""CW TO BUILDING, PROVIDE BALL VALVE AT 24"AFF, THEN ROUTE UP INSIDE BUILDING TIGHT TO WALL & UP WITHIN JOISTS. OFFSET UNDERGROUND WATER ENTRY TO CORNER OF BUILDING AS SHOWN & AVOID ELECTRICAL GEAR. 0 EXTEND 1-1/2-CW THROUGH JOISTS TO BOOSTER PUMP # BP-1. O HANG BOOSTER PUMP TIGHT BELOW JOISTS. ® EXTEND 1-1/2" CW FROM BP-1 TO VALVED CAP IN JOISTS. 42> ROUTE 3/4"CW PIPING BEFORE BP-1, WITHIN JOISTS TO EACH HOSE BIBB. ® 3"VTR ON ROOF FOR FUTURE TENANT CONNECTION. (LOCATE 10-FT FROM ALL FRESH AIR INTAKES) ® SEE CIVIL FOR CONTINUATION 5-FT FROM BUILDING. 1 q REFER TO CIVIL PLANS FOR 5/8"CW TO AND HOSE BIBB AT DUMPSTER ENCLOSURE. 11 1,250-GALLON GREASE INTERCEPTOR PER CITY OF ZEPHYRHILLS STANDARD DETAILS 5-15. Q ROUTE 2"VENT UNDERGROUND TO BUILDING, THEN ROUTE UP TIGHT TO WALL AND CONNECT TO 3"VTR WITHIN JOISTS. NOTE ON SITE UTILITIES: CONTRACTOR SHALL FIELD VERIFY LOCATIONS & INVERTS OF ALL UTILITY MAINS (I.E. SEWER, DOMESTIC WATER, ETC.) PRIOR TO ANY INSTALLATION OR CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING ANY FURTHER. NOTE: PLEASE REFER TO CIVIL ENGINEER'S UTILITY PLANS FOR FURTHER REFERENCE AND CONTINUATIONS BEYOND 5-FT FROM BUILDING. FIELD COORDINATE WITH SITE CONTRACTOR PRIOR TO ANY INSTALLATION OF UNDERGROUND PIPING. DQWSM WATER PRESSURE REMM ENTS: THE DOMESTIC WATER SERVICE SHALL BE A MINIMUM OF 50 PSI AND NO GREATER THAN 65 PSI DYNAMIC PRESSURE AT THE POINT OF BUILDING ENTRY. IF THE SERICE STATIC IS OVER 65 PSI, A PRESSURE REDUCING VALVE TO BE PROVIDED BY THE SHELL GENERAL CONTRACTOR. IF THE PRESSURE IS UNDER 50 PSI AT THE POINT OF ENTRY, A BOOSTER PUMP AND SURGE TANK SHALL BE PROVIDED AND INSTALLED. IMMEDIATELY UPON INSTALLATION OF THE WATER SERVICE TO THE BUILDING, THE PLUMBING CONTRACTOR SHALL PERFORM A PRESSURE TEST. SHOULD THE PRESSURES NOT MEET THE ABOVE STATED CRITERIA, THE GENERAL CONTRACTOR SHALL PROVIDE RESULTS TO THE ARCHITECT AT THE EARLIEST POSSIBLE DATE. THE ARCHITECT WILL THEN PROVIDE THE NECESSARY DESIGN REMEDIES TO THE CONTRACTOR FOR PRICING, PERMIT AND CONSTRUCTION. PLUMBING FLOOR PLAN STEPANEK- LEWIS AND ASSOCIATES 2257 TWELVE OAKS WAY, SUITE 103 WESLEY CHAPEL. FL 335" PH (513) 991-1245 CERT. AUTH. # 8397 18-041 MATTHEW D. LEWIS, P.E. FL LIC#56189 PLUMBING LEGEND DESCRIPTION ABBREV. SYMBOL SANITARY PIPING SAN GREASE PIPING GR GR VENT PIPING V ----------- DOMESTIC COLD WATER CW - - - - DOMESTIC HOT WATER HW - - BALL/ISOLATION VALVE BV --- DUAL -CHECK BACKFLOW N PREVENTER GRADE CLEAN OUT COTG COTG® FLOOR CLEAN OUT FCO FCO 0------- PIPE TURNING UP 0---- - PIPE TURNING DOWN C - CAPPED PIPING E- - BELOW FINISHED FLOOR BFF TYPICAL ITEM TYP NOTE ON ROOF DRAINAGE: ALL ROOF DRAINAGE DESIGNED BY ARCHITECT. REFER TO ARCHITECTURAL PLANS FOR SIZES, QUANTITIES AND LOCATIONS OF GUTTERS, ROOF DRAINS, SCUPPERS, DOWNSPOUTS, ETC. 40 INLET 4' MINIMUM CLEANOUT I GRADE FOR PAVING i I AS REQUIR s E, TEE INLET ._. — I I GROUT PRECAST CON GREASE OR SNCEPTIC TANK (OTHER TYPES SHALL BE SUBMITTED FOR REVIEW) 7 —GAS TIGHT MANHOLE FRAME AND COVER FOR TRAFFIC DUTY ANTICIPATED 20" DIAMETER MINIMUM. PLAN VIEW SELF SEALING MANHOLE COVER INLET & OUTLET SHALL BE — ACCESSIBLE UNDER MANHOLE COVER 22" DIA. PRECAST CLEANOUT MANHOLE BARREL SECTION OUTLET 4' MINIMUM CLEANOUT. TOP REINFORCED FOR TRAFFIC ANTICIPATED. /m"" 6" THICK CONC. PA. TYP. 4" PIPE MIN.' EQUAL TO r 2 1 /2" MIN. ET 5' MIN. WATER LEVEL k1250 MINIMUM 2/3 OF TOTA GAL MIN. LIQUID CAPACITY1/3 TOTAL ACITYIMUM NOTES: STRUCTUAL DESIGN OF GREASE TRAP SHALL BE IN ACCORDANCE WITH CHAPTER 10d-5 OF FLORIDA ADMINISTRATIVE CODES. GROUT OUTLET MIN. 2" BELOW INLET NOT TO SCALE DIES: 1. ACCESS FOR MONITORING THE INLET AND OUTLET PIPE FITTINGS OR BAFFLES SHALL BE PROVIDED FROM MANHOLES. CLEANOUTS SHALL BE INSTALLED BEFORE THE FIRST GREASE INTERCEPTOR AND WITHIN TWO FEET AFTER THE LAST INTERCEPTOR IN THE SERIES. 2, GREASE INTERCEPTOR (OR INTERCEPTORS) SHALL BE DESIGNED TO PRODUCE A CLARIFIED EFFLUENT ACCEPTABLE TO THE CITY OF ZEPHYRHILLS STANDARDS. CITY OF ZEPHYRHILLS DECEMBER2015 I f4 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Sml PHONE (813)780-0029 FAX (813)780-0613 GREASE TRAP SIZING RESTAURANTS SEATS = 69 DINING SEATS GALLONS OF WASTE PER SEAT = 10 GALLONS (10—SINGLE SERVICE; 25—DISHMACHINE/CHINA) HOUR OF OPERATION = 16 HOURS / 12 LOADING FACTOR = 1.0 OTHER HIGHWAY 69 X 10 X 16/12 X 1.0 = 920 (1) 1,250—GALLON GREASE INTERCEPTOR REQUIRED SIZING BASED ON FLADMIN.CODE RULE#64E-6, PER FBC—PLBG, 1003.3.4, EXCEPTION, USING AN OUTDOOR GREASE INTERCEPTOR. GftEA5E INTERCEPTOR SIZING: THE PLUMBING ENGINEER OF RECORD FOR THE SHELL HAS SIZED GREASE INTERCEPTOR BASED ON THE TENANT'S PROPOSED USE. THE UNIT SPECIFIED SHALL BE THE BASIS OF THE CONTRACTOR'S BIDS. PRIOR TO CONSTRUCTION, STARBUCKS WILL PROVIDE A COMPLETE SET OF INTERIOR FINISH —OUT PLANS THAT WILL INCLUDE SIZING OF GREASE INTERCEPTOR. FOR THIS REASON, THE SIZE SHOWN ON THE SHELL DOCUMENTS ARE SUBJECT TO CHANGE. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR SUBMIT SHOP DRAWINGS OR ORDER GREASE INTERCEPTOR UN11L THE INTERIOR FINISH —OUT DOCUMENTS HAVE BEEN FINALIZED. THE ARCHITECT SHALL IMMEDIATELY NOTIFY THE GENERAL CONTRACTOR UPON RECEIPT AND, AT THAT TIME, WILL MAKE HIM AWARE OF ANY NECESSARY CHANGES. .FT NOTE: MOUNT FROM JOISTS WITH (2) UNISTRUT, 1 /2" RODS, AND BEAM CLAMPS PACKAGED BOOSTER SYSTEM SCHEMATIC SCALE: NONE CLEANOUT & ACCESS COVER TO BE FLUSH W/TOP OF FLOOR —\ BALANCE OF PIPIT AS CLEANOUT TO GRADE'. ��— ` BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. FLOOR CLEANOUT (FCO) SCALE: NONE FLOOR LINE ROOF DECK PROVIDE SLEEVE I REQUIRED BY ROO DECK PROVIDE TRANSITION TO 3" VENT THRU ROOF PROVIDE A ONE PIECE SPUN ALUMINUM BASE, WITH GRADULATED STEPPED PVC BOOT, AND ADJUSTABLE STAINLESS STEEL CLAMPS. ROOF MASTIC ROOF INSULATION ROOF DECK —ANCHOR PIPE TO ROOF DECK OR JOIST WITH U—BOLT AROUND PIPE AND ANGLE IRON WELDED OR SCREWED TO ROOF DECK OR JOIST. STEPANEK-LEWIS' 4AND ASSOCIATES )2257 TWELVE OAKS WAY, SUITE 103 WESLEY CHAPEL, FL 335" PH (813) 991-1248 CERT. AUTH. # 8397 18-0 11 MATTHEW D. LEWIS, P.E. FL LIC#56189 I UBLESS PIPE CONNECTORS REFER TO PLANS FOR VTR LOCATIONS. PROVIDE MINIMUM OF 10 FT FROM ALL FRESH AIR INTAKES. PROVIDE 1" FIBERGLASS INSULATION WITH ALL —SERVICE JACKET ON VENT PIPE INSIDE OF BUILDING WITHIN 6 FT OF VTR VENT THRU ROOF DETAIL LOCATION. COORDINATE AND VERIFY FLASHING AND f`r)I IMTF'p I'I A4ZWIAII: WITH RfN1FIM(- rt')NTRAP:TnP SCALE: NONE GRADE OR PAVING CLEANOUT ASSEMBLY SAME SIZE AS SEWER UP TO 8" DIA. SEWER MATERIAL AND SIZE AS SPECIFIED —COVER FOR DUTY REQUIRED 46- THICK CONCRETE LONG SWEEP 114 BEND OR COMBBINATION "Y" AND 1/8 BEND 2-WAY GRADE CLEANOUT DETAIL (COT. G) SCALE: NONE FIXTURE & CONNECTION SCHEDULE BRANCH SIZE FIXTURE TAG MANUFACTURER/MODEL REMARKS DRAINAGE WATER WASTE VENT COLD HOT FLOOR CLEANOUT FCO -- -- -- -- ZURN # Z1400—ZB "LEVEL—TROL" ADJUSTABLE FLOOR CLEANOUT, DURA—COATED CAST—IRON, POLISHED BRONZE TOP, ADJUSTABLE TO FLOOR FINISH. HOSE BIBB HB-1 -- -- 3/4" -- WOODFORD # B65 HOSE BIBB: FREEZELESS WALL HYDRANT, FLUSH WALL BOX, POLISHED BRASS FACE PLATE, BRONZE CASING, HOSE CONNECTION WITH INTEGRAL VACUUM BREAKER, WHEEL HANDLE. T—KEY FOR BOX. BOOSTER PUMP BP-1 -- -- 2" -- DURAMAC # 17052RO20PC1 SEPARATE LINE ITEM — PACKAGED DOMESTIC WATER PRESSURE BOOSTER SYSTEM. SYSTEM TO INCLUDE 3/4—HP MOTOR AT 120—VOLTS, PROVIDING 40—PSI BOOST, PROVIDE SEPARATE NOTE :ONLY REQUIRED IF SITE PRESSURE CANNOT MEET TENANT 10—GPM. PROVIDE ALL COMPONENTS NECESSARY FOR COMPLETE INSTALLATION INCLUDING, BUT NOT LIMITED TO: 2—GALLON TANK, UNIONS, BALL VALVES, AND LINE ITEM PRICE MINIMUM PRESSURE IN LEASE. PRESSURE REDUCING VALVES. OOTG ovf <�\ ram. •� I SANITARY ISOMETRIC RISERS SCALE: NONE 3/4"CW 1-1 /2"CW SERVICE �— BP-1 3/4"CW�--��,-�Y� g�TO BE MOUNTED BELOW JOISTS (TYPICAL) -1—3/4"CW . 1-1/2"CW �19 � 3/ 4"CW--// TOTAL WATER FIXTURE UNITS x ALLOWABLE PER FBC—P TABLE E201.1 = 151 WFU NOT MORE THAN 200—FT WATER ISOMETRIC RISERS SCALE: NONE T _.; 0!1 bk ,!_. 1 !:::'_ 1, l.'_: I... 1 PROJECT NV TE a E el 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE 2014 EDITION OF THE NATIONAL ELECTRICAL CODE (N.E.C) AND ALL LOCAL CODES AND ORDINANCES. E 2. ALL MATERIALS SHALL BE NEW AND OF DOMESTIC ORI61N AND SHALL BEAR UNDERWRITERS' LABEL WHERE APPLICABLE. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIR5T-CLA55 WORKMANLIKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS 5Y5TEM BY THE EN&INEI R/ARCHITECT MUST BE A CONDITION OF THE SUB CONTRACT. 4. ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AV011,7 INTERFERENCE WITH THE PROGRE55 OF CONSTRUCTION, 5. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMAN5HIP FREE FROM DEFECTS FOR A A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE, L 6. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL GHAR6E AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 'I. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION A6AIN5T PUBLIC, LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 5. CONTRACTOR TO PAY FOR ALL PERMITS, UTILITY FEES, INSPECTIONS AND TE5TIN6. q. ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER AND TELEPHONE COMPANIES. 10. MINIMUM WIRE 51ZE SHALL 13E #12 AHG, EXGLUDINC CONTROL HIRINCa. UNLESS OTHERHI5E NOTED, CONDUGTOR5 SHALL BE COPPER WITH THHN/THHN INSULATION. CONDUCTOR5 #12 AND SMALLER MAY BE 50UD; ALL THOSE #10 AND LARGER TO BE STRANDED. II. ALL UNDER t ROUND RAGEWAY5 SHALL BE OALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER RACEHAY5 TO COMPLY WITH C60VERNIN6 CODES. MINIMUM CONDUIT UNDER AROUND SHALL BE 3/4" CONDUIT UNLE55 OTHERH15E NOTED. 12. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUB5 IN WET OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS. ALL BOXES SHALL BE RECESSED (FLUSH) IN HALLS OR GEILIN65 WHENEVER POSSIBLE. B. DISCONNECT 5HITCHE5 SHALL BE H.P. RATED, GENERAL OR HEAVY DUTY WHERE INDICATED, QUICK -MAKE, QUICK -BREAK TYPE. ENCL05URI5 SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION- PROOF, ETC). 14. ALL GENERAL PURPOSE 5HITCHE5 AND RECEPTACLE5 SHALL BE THE PRODUCT OF A 51NOLE MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY HUBBELL, PASS 4 SEYMOUR, OR ARROW HART HILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE AS DICTATED BY ARCHITECT/OWNER. A. 5WITCHE5: #1221-2 5ERI1-5. B. RECEPTACLES: #5362 SERIES. C. COVER PLATES: SMOOTH PLASTIC NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. 15. ALL RACEWAYS AND PIPES, SPACED IN OR THROUGH ANY CONCRETE 5LAB, SHALL BE SPACED A MINIMUM OF THREE TIMES THE DIAMETER OF THE LAR65E5T RACEWAY. 16. IT 15 NOT THE INTENT OF THESE PLANS TO 5HOH EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, AND PROVIDE ALL NECE55ARY DEVICES AND GOMPONENT5 FOR EQUIPMENT TO BE PLACED IN PROPER HORKIN6 ORDER. I-1. ALL ELECTRICAL RACEWAYS (METALLIC AND NONMETALLIC) SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR 51ZED IN ACCORDANCE HITH THE 2014 EDITION OF THE N.E.C. 0. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 19. CIRCUITS 5HOHN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. 20. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTIONS ON AIR CONDITIONING SYSTEM AS SHOWN ON PLANS. ELECTRICAL GONTRACTOR SHALL VERIFY AND COORDINATE WITH MECHANICAL CONTRACTOR RE6ARDIN6 SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. 21. ALL 5HITCH6EAR SHALL BE THE PRODUCT OF A SINGLE MANUFACTURI=R. 5Y5TEM DE516N 15 BA5ED ON THE SQUARE "D" COMPANY, HOWEVER, COMPARABLE EQUIPMENT BY EATON, G.E., AND SIEMENS HILL BE ACCEPTABLE. TANDEM AND HALF-5PAGE CIRCUIT BREAKERS SHALL NOT BE USED. PROVIDE ARC FLASH WARNING 516NA6E PER N.E.G. 110.16 FOR ALL SWITCHBOARDS AND PANELS. 22. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RI61D STEEL. ELBOWS AND RI61D STEEL SECTIONS AT SLAB PENETRATIONS. HHERE RIGID STEEL 15 USED, IT SHALL BE COMPLETELY COATED HITH AN ALKALI AND RUST-RE515TANT BITUMA5TIC PAINT, AND THREADS SHALL BE COATED HITH ZING CHROMATE. 23. THE EL.ECTRIGAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL UTILITY COMPANIES AT THE 51TE PRIOR TO CONSTRUCTION, AT THAT TIME, THE CONTRACTOR SHALL COORDINATE ALL RELATED HORK HITH THE UTILITY COMPANIES' REPRESENTATIVES TO MEET THE OWNER'S SCHEDULE. 24. ALL ELECTRICAL GONDUCTOR5 SHALL BE INSTALLED IN AN APPROVED RAGEHAY. 25. CONTRACTOR SMALL BE RESPONSIBLE FOR 5EALING ALL CONDUIT PENETRATIONS MADE THROUGH FIRE RATED HALLS, CEILIN65, SLABS, ETC. PENETRATION SEALS SHALL BE PER U.L. ASSEMBLY STANDARDS. 26. CONDU.IT.SY_5TEM_REQUIREMENTS=_ UNDERGROUND - PVC HITH RIGID c4O THROUGH SLAB. ABOVE FINISH FLOOR, CEILING-6, ETC. (INDOOR) - EMT WITH DIECA5T SET SCREW FITTIN66. GALVANIZED RICAD CONDUITS - ABOVE GRADE AND WHERE SUSCEPTIBLE TO PHYSICAL DAMA6,155. FLEXIBLE CONDUITS - INDOOR, ONLY SHORT RUNS NOT TO EXCEED 6-0" 5EALTITE - OUTDOOR, ONLY SHORT RUNS NOT TO EXCEED 6'-0" 21. THE FOLLOWING APPLICABLE COLOR CODES SHALL BE IMPLEMENTED AND P05TED IN ALL PANELS, DISCONNECT SHITCHE5, ETC., PER NEC ARTICLES 200.6(D) AND 215.12, 120/205V., 3--PH. PHASE 'A' BLACK PHASE 'B' RED PHASE 'G' BLUE NEUTRAL WHITE GROUND GREEN 150L. GROUND 6REEN/YELLOH 28. CFI RECEPTACLES ALL RECEPTACLES WITHIN 51X FEET OF A HATER SOURCE SHALL BE A 6FI RECEPTACLE OR PROTECTED BY A 6FI BREAKER PER NFPA 10 (NEC) ARTICLE 210b. THIS NOTE APPLIE5 TO ALL SHEETS. 2Q. PROVIDE ALL REQUIRED O-IOV WIRING TO O-IOV DIMMABLE FIXTURES AND CONTROLS AS REQUIRED. THI5 O--IOV LOW VOLTAGE HIRING IS NOT 5HOHN ON PLANS FOR DRAWING CLARITY. 30. ALL OUTDOOR RECEPTACLES SHALL BE HEATHER RE-515TANCE RATED, CGF{-TYPE WITH "HET WHILE IN USE" COVERS. 31. WHERE HIRE SIZES ARE SHORN ON PLANS OR IN PANEL SCHEDULE, THE SAME HIRE SIZE, A5 A MINIMUM, SHALL BE CARRIED THROUGHOUT THE CIRCUIT UNLE55 5PECIFICAL.LY NOTED OTHERWISE ON PLANS. NqD MG GABLE NOTES ._ . • BRANCH CIRCUITS MAY BE METAL CLAD GABLE TYPE (MG), PROVIDED: • WHERE PANEL 15 FLUSH MOUNTED THE CABLE SHALL RUN IN WALL CAVITY. WHERE PANL I5W-9 AGF MOUE. CONTRACTOR SHALL PROVIDE METAL STUDS WITH DRYWALL TO CREATE A CAVITY TO RUN THE MC GABLE WITHIN. • MG CABLE MAY BE USED FOR 20 AMP CIRCUITS IN WALLS OR ABOVE ACGE551BLE CEILINGS. • MC: CABLE WIRE GAUCP5 SHALL BE AS 5HOWN ON PANEL SCHEDULE. • MC GABLE SHALL ONLY BE USED WHERE ALLOWED BY N.E.C. SECTION 330.10, WHERE APPROVED BY THE BUILDING OFFICIAL, AND ACCEPTED BY THE OHNERR. « MC CABLE SHALL BE INSTALLED PER N.E.G. 350. • ALL GABLE RUNS SHALL BE CONCEALED FROM VIEW AND ROUTED PARALLEL AND PERPENDICULAR TO BUILDING LINES. • MG CABLE MAY NOT BE USED IN OPEN STRUCTURE AREA, EXPOSED, OR OTHERWISE V151BLE TO CUSTOMERS. • NO MC GABLE CAN BE USED IN DAMP OR WET LOCATIONS. N43B 2017 FLORIDA BUILDING CODE, ENERGY CONSERVATION (6TH EDITION) SECTION C405.6 ELECTRIC POWER 6405b.3 VOLTAGE DROP THE CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS COMBINED SHALL BE SIZED FOR A MAXIMUM OF 5 % VOLTAGE DROP TOTAL. G405.6.4.1 QRAHINGS CONSTRUCTION DOCUMENTS HEREBY REQUIRE THAT WITHIN 30 DAYS AFTER. THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER., INGLUDING: I. A 51N6LE-LINE D{ACRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM. 2. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. 0405.6.4.2 MANUAL5 CONSTRUCTION DOCUMENTS HEREBY REQUIRE THAT AN OPERATING MANUAL AND MAINTENANCE MANUAL BE PROVIDED TO THE BUILDING OHNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: 1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. 2. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. 3. NAMES AND ADDR.E55E5 OF AT LEAST ONE QUALIFIED SERVICE AGENCY. SECTION C408 SYSTEM COMMISSIONING G40& 3.1 FUNCTIONAL TE5TING: I. PRIOR TO PA551N6 FINAL INSPECTION, THE RE615TERED DESIGN FROFE55IONAL SHALL PROVIDE EVIDENCE THAT THE LIG1-1TIN6 CONTROL SYSTEMS HAVE BEEN TESTED TO ENSURE THAT CONTROL HARDWARE AND 5OFTHARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE H1TH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTRUCTIONS. FUNCTIONAL TESTING SHALL BE IN ACCORDANCE HITH 5ECTIONS G40&.3.1.1 AND 040&3.1.2 FOR THE APPLICABLE CONTROL TYPE. N40A MUTES 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND INTERIOR E ELEVATIONS FOR COORDINATION OF LOCATIONS OF LIC14TIN6 j+�I FIXTURES. � `� 2. (EX) DENOTE-5 EXI5TINC LI&HT FIXTURE OR DEVICE TO REMAIN A5-15. E FIELD VERIFY QUANTITIES AND LOCATIONS. 3. (R) DENOTES RELOCATED EXISTING L16HT FIXTURE OR DEVICE. COORDINATE HITH OWNER'S REPRESENTATIVE. A 4. GROUND CONDUCTOR SHALL BE INSTALLED IN ENTIRE RACEWAY SYSTEM INCLUDING WALL 5HITC.HE5 AND FLEXIBLE CONDUIT TO LI&HT L FIXTURES. 5. ALL TELEPHONE/DATA/VOICE JACKS AND CABLING TO BE PROVIDED AND INSTALLED BY OTHERS, UNLESS OTHERWISE NOTED ON DRAWINGS. 6. REUSE EXI5TIN6 JUNCTION BOXES, CONDUIT AND HIRING HHERE APPLICABLE. REMOVE AND DISPOSE OF ALL UNUSED CONDUIT AND WIRING BACK TO ITS SOURCE. 1. CONTRACTOR SHALL REFER TO INTERIOR ARCHITECTURAL DRAHIN05 FOR FOR COORDINATION OF MOUNTING HEIGHTS AND/OR LOCATIONS OF ALL WIRINGS DEVIGE5. 8. THE CONTRACTOR 5HALL REMOVE ALL PXISTIN& WIRINC7 AND EQUIPMENT MADE UNNECESSARY BY THE RENOVATION. ALL MATERIALS REMOVED SHALL BE DISPOSED OF BY THE CONTRACTOR. 9. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL DEVIGP TYPES, LOCATIONS AND QUANTITIES WITH OHNER'5 REPRESENTATIVE AND PROVIDE AGGORDINOLY. 10. LIGHTING 5WITCHE5 SHALL BE GROUPED WITH ONE PLATE AND LOCATED APPROXIMATELY 2 INCHES FROM DOOR FRAME (STRIKE SIDE) UNLF-55 OTHERWI5E NOTED. 11. ALL EXPOSED CONDUIT SHALL BE RUN PARALLEL TO OR AT R16HT ANCLE5 TO STRUCTURE. N23B L E V rND E MOUNTING HEI6HT5 SHOWN ARE MAXIMUM/MINIMUM NOT ALL DEVIGE5 5HOHN IN LE6PND ARE REQUIRED. HANDICAPPED ACGE551BILITY 5TANDARD5 - THEY SHALL REVIEW POY�F-R AND LIGHTING PLANS AND DETAILS FOR NOT BE ALTERED WITHOUT WRITTEN AUTHORIZATION. ITEMS WHICH APPLY TO THIS PROJECT. E [Z] LINEAR LIGHT FIXTURE, LETTER INDICATES TYPE E I MAIN 5WITCA-1 OARD G 00 DOWN LIGHT FIXTURE, LETTER INDICATE5 TYPE MAIN DISTRIBUTION PANEL T I-0 c WALL BRACKET Li6HT FIXTURE, LETTER INDICATES TYPE O SPECIAL NOTES, SEE PLANS Q 1-16HT FIXTURE ON LEMER6l NGY CIRGUIT/NI&HT LIGHT (NL.J r'" �I CONCEALED IN HALL ORS A5 SHOWN ON PANEL SCHEDULE.CEILIN U.O.N. ' ® EXIT LIGHT (ARROW INDICATES DIRECTION) BATTERY POWERED ENS"ReENGY LIGHT CONDUIT CONCEALED _ BELOW FLOOR SLAB HEUN U.O.N. GRADE f ~ WI CCONDUCTORS AS SHOWN ON PANEL SCHEDULE �j mm �' fU HEAD REMOTE EXTERIOR MOUNTED ENER&ENCY L16HT. '" .,- ._ _. J CONDUIT EXPOSED ON WALL OR CEILING WITH CONDUCTORS AS SHOWN ON PANEL. SCHEDULE. U.O.N. (2) HEAD REMOTE EXTERIOR MOUNTED EMERGENCY 1-1614T. � ``�,� TM-EV15ION 5Y5TEM EMPTY CONDUIT WITH PULL WIRE L FLEXIBLE. CONDUIT NOT TO EXCEED 6 FEET IN L.EN(9TH TRACK L16HTIN6 DG � � D.C. VOLTAGE WIRING 010 WIRE IN 1/2" CONDUIT) 5° SINGLE POLE 'SWITCH, LOWLY. CASE LETTER INDICATES LIGHT CONTROLLED, MOULT 46" A.F.F. U.O.N. WIREMOLD (SIZE AND L.EN6TH AS NOTED) S2 DOUBLE POLE SWITCH, MOUNT 46" A.F.F. U.O.N. 53 THREE-WAY SWITCH, MOUNT 46" A.F.F. U.O.N. / CONDUIT SEAL -OFF FITfIN6 S4 POUR -WAY SWITCH, MOUNT 46" A.F.F. U.O.N. PADDLE FAN WITH BACKBOX CAPABLE OF 5UPPORTIN6 100 LB. Sp SIN6L E POLE SWITCH WITH PILOT LIGHT, MOUNT 4&" A.F.F. LOAD U.O.N. 5K KEY OPERATED 5IN6L.E POLE SWITCH, MOUNT 46" A.F.F. U.O.N. c:m T.V. CAMERA Sr FAN CONTROLLER, MOUNT 46" A.F.F. U.O.N. 0 T.V. MONITOR S° DIMMER SWITCH, WATTS A5 NOTED, MOUNT 46" A.F.F. U.O.N. TELEVISION OUTLET, PROVIDE SINGLE 5AN& BOX WITH 3/4" CONDUIT WITH PULL WIRE AND INSULATING BU"SHIN6 STUBBED INTO SINGLE RECEPTACLE, AMPS AS NOTED, MOUNT lb" A.F.F. CEILING SPACE. MOUNT BOX 0" A.F.F. U.Q.N. U.O.N. G.- DUPLEX RECEPTACLE, MOUNT Ib" A.F.F. U.U.N. `© DISCONNECT 5WITCH DUPLEX RECEPTACLE, MOUNT A50VE COUNTER HEIGHT U.O.N. DISCONNECT DESIGNATION (SIZE/POLES/FUSE) "NP' INDICATES NON -FUSED; "PE" INDICATES DUAL ELEMENT FUSES. G�JADRAPLEX RECEPTACLE, MOUNT IB" A.F.F. U.O.N. MAGNETIC MOTOR STARTER ! DUPLEX RECEPTACLE, HORIZONTALLY MOUNTED. `o COMBINATION MACPNETIC MOTOR 5TARTER/0I5CONNECT SWITCH OoA I PH, 25OV. RECEPTACLE, AMPS AS NOTED, MOUNT lid" A.F.F. FT1 DRY TYPE TRANSFORMER U.O.N. 0-1 SPECIAL RECEPTACLE AS NOTED ® CONTACTOR (A5 NOTED) Q FLOOR MOUNTED DUPLEX RECEPTACLE T;G TIME CLOCK em e4ZOLAVL7 FAULT INTERRUPTER RECEPTACLE, LEVITON ik78g4--R, r�ic PHOTOCELL. MOUNT ABOVE COUNTER HEIGHT U.O.N. MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT I a. DUPLEX RECEPTACLE, 150L.ATW 6ROUNP TYPE, LEVITON 05362-161 MOUNT AT 15" A.F.F. U.O.N. ELECTRIC DUCT HEATER. I: DUPLEX RECEPTACLE, SPLIT WIRED, MOUNT IB" A.F.F. U.O.N. THERMOSTAT. PROVIDE EaAN6 BOX WITH C. BBIED WwPt DUPLEX RECEPTACLE, WEATHER-RE'515TANT AND 6FI RATED, Q MOSINUNT INTO Ci=1LIN6 SPACE, MOUNT 60" A.F.F. UA.N. !COORDINATE WITH RD E WITH LEVITON vW`iMq-TRpK WITH WEATHERPROOF BOX AND MECHANICAL DRAWIN65 PRIOR TO RG H-•IN) COVER. MOUNT AT IV' A.F.F. U.O.N. PUSHBUTTON, MOUNT 45" A.F.F. U.O.N. DUPLEX OUTLET WITH USB CONNECTION. LEVITON *T832 (WITH COLOR TO MATCH OTHER DEVICE5 IN THE AREA). DOOR CHIME WITH TRANSFORMER TELE/DATA OUTLET, PROVIDE 4" SGd. BOX WITH 1--6AN6 MUD O SAKE, RINCY, AND 3/4" CONDUIT WITH PULL WIRE AND IN51JL.ATIN6 BUISHIN& STUBBED INTO CEILING SPACE, MOUNT ABOVE 0 JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O.N) COUNTER HEIGHT U.O.N. TELE/DATA OUTLET, PROVIDE 4" 50, BOX WITH I -GANG MUD ■ DEVICE A5 NOTED RING, AND 5/4" CONDUIT WITH PULL WIRE AND INSULATING BU5HIN6 STUBBED INTO CEILING SPACE. MOUNT BOX lap � TELEPHONE BACKBOARD WITH #'6 CU. GROUND (SIZE AS NOTED) A.F.F. UA.N ® 2TT/46OV, 5-PH PANEL.BOARD V TELEPHONE/ VOICE WALL OUTLET, PROVIDE 4" 50. BOX WITH I-6AN6 MUD RING, AND 3/4' CONDUIT WITH PULL WIRE AND w LIGHTING OR POWER PANELBOARD IN5UL.ATIN6 BUSHII& 5TUBL�EO INTO CEILIN& SPACE. MOUNT BOX I5" A.F.F. U.O.N. $! FLOOR MOUNTED TELEPHONE RECEPTACLE DATA WALL OUTLET, PROVIDE 4' 50. BOX WITH I-6A1e MUD SPLIT CONTROLLED DUPLEX RECEPTACLE WITH (1) OUTLET RING, AND 3/4" CONDUIT WITH PULL WIRE AND IN5UL ATIN& CPS CONTROLLED AND (1) OUTLET CONSTANT HOT. LEVITON #5362-IP BUSIi1149 STUBBED INTO CEILII46 5PACE. MOUNT BOX AT 16" (W/COLOR TO MATCH OTHER DEVICES IN THE AREA), A.F.F. U.O.N. *c4;v QUAD CONTROLLED RECEPTACLE KITH (1) DUPLEX RECEPTACLE CONTROLLED AND (1) DUPLEX RECEPTACLE CONSTANT HOT. LEVITON 0.5362-2P (W/COL.OR TO MATCH OTHER DEVICES- IN AREA). .&M69.1LId't'IQW E.O. i GIUIPMERT GROUND EPC ELECTRIC, HATTER COOLER N.L. N16W L16MT AF.0. A50VE FINISH FADE I.6. ISOLATED 64ROUND E/F-EF EXHAUST FAN PC PULL CHAIN U.O.N. UNLE56 OTHERWISE NOTED WP WEATHI37PROOP A/H-AHU AIR HANDLING UNIT C.T. CURRENT TRANSFORMER N T5. NOT TO 5CALI--- EC EMPTY CONDUIT ACC-CU CONDEN51146 UNIT EX EXISTIN& DEVICE N.I.C. NOT IN CONTRACT EHH ELECTRIC WATER HEATER R U ROOF TOP UNIT ER EXISTING TO BE RELOCATED A.FF. ABOVE FINISH FLOOR 6FI/6F0I GROUND FAMT CIRCUIT INTERRUPTER NOTE: MOUNTING HEI60T5 NOTED ARE TO CENTERLINE OF DEVICE SHOWN. U.O.N. 01 NOTES I. IT IS THE CONTRACTOR'S RE5PON5151LITY TO REVIEW ALL DRAHIN65 O AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUM311,16, AND ELECTRICAL PRIOR TO N 5UBMITTIN6 A BID. T 2. REPORT ANY 015CREPANGIE5 TO ARCHITECT OR ENGINEER. PRIOR TO BID. 3. BIDDERS ARE TO V151T THE SITE AND FAMILIARIZE THEM5PLVE5 HITH //�� EXI5TINC7 CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE 1/"""-� AND SCOPE OF THE HOW. 4. IT 15 THE CONTRACTOR-5 RESPONSIBILITY TO VERIFY ALL EXI5TINe 51TE T CONDITIONS INCLUDING BUT NOT LIMITED TO, SERVICE LOCATION, SERVICE LAYOUTS, AND TELEPHONE LOCATION., ETC. 0 5. THE 5U5MI5510N OF A BID WILL 13E EVIDENCE THAT 5UCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR ANY DIFFICULTIES ENCOUNTERED HHIGH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 6. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN EXISTING 51TE CONDITIONS PRIOR TO 505MI55ION OF BID. -f. COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK HHICH HOULD REQUIRE ELECTRICAL WORK (DISCONNECTION, RECONNECTION, ETC) AND ARE NOT INDICATED ON ELECTRICAL DRAWIN66. THESE NOTES APPLY TO ALL ELECTRICAL SHEETS. N35 M2A INDEX EO.0 : ELECTRICAL PROJECT NOTES AND LEGEND H ELO ELECTRICAL SITE PLAN E EH PHOTOMETRIC 51TE PLAN E E1.2 FIXTURE INFORMATION T E2.0 : LIGHTING AND POWER PLANS E3.0 : POHER R151 R DIACRAM E4.0 : ELECTRICAL SPECIFICATIONS CHEHAYE.B & ASSOCIATES, INC. CONSULTING PROFESSIONAL ENGINEERS ct 3702 AZEELE ST. (813) 876-1415 TAMPA, FL 33609 (fax) 876-0913 LIC. #49521 SOUHEI M AYEB,, CERT. #7340 -.---- ...-- _.L I_---_-_- D E T L MENUBOARD THREE 1" CONDUITS, PROVIDE ONE I" CONDUIT WITH PULL WIRE TO TIME GLOGK/GONTAGTOR PANEL. SEE "TIME CLOCK/GONTACTOR PANEL" NOTE THIS SHEET. (1) I" WITH PULL WIRE STUBBED UP AT ELECTRIC, PANEL FOR FUTURE, AS A SPARE, AND (1) 1" WITH PULL WIRE '�! �100 TO CONTINUOUS TO TELEPHONE BOARD. II j CONCRETE FOOTING BY LANDLORD. COORDINATE WITH STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION NOTE: SEE 51TE PLAN FOR LOCATION AND ORIENTATION. THIS DETAIL 15 PROVIDED TO SHOW ELECTRICAL REQUIREMENT5 ONLY. PREMENU BOARD Del E / I- III COATS. 30°i ONE I" CONDUIT WITH PULL WIRE' T TO TIME CLOLK/GONTAGTOR ' "T`'Y; /� PANEL. 5EE "TIME GLOCK/GONTAGTOR PANEL" NOTE 1""'t - - - - THI5 SHEET FOR POWER. AL50 PROVIDE (1) In CONDUIT TO PANEL L_ LOCATION AS A SPARE, AND (1) 1" '�--- WITH PULL WIRE TO CONTINUOUS TO TELEPHONE BOARD. CONCRETE FOOTING BY LANDLORD. COORDINATE NOTE: SEE 51TE PLAN FOR LOCATION AND WITH STRUCTURAL DRAWIN65 FOR ADDITIONAL 2 ORIENTATION. TH15 DETAIL 15 PROVIDED TO SHOW INFORMATION ELECTRICAL REQUIREMENTS ONLY. GL-EARANGE BAR D IF CLEARANCE BAR 15 ILLUMINATED, ELECTRICAL CONTRACTOR 5HALL PROVIDE T ONE I" CONDUIT WITH PULL WIRE ROUTED BACK TO ELECTRICAL PANEL IN TENANT SPACE A I CONCRETE FOOTING BY LANDLORD. COORDINATE WITH STRUCTURAL PRAWIN65 L- FOR ADDITIONAL INFORMATION ---{-----..... ('I� CLEARANCE BAR NOTE: SEE 51TE PLAN FOR LOCATION AND ORIENTATION. TH15 DETAIL 15 PROVIDED TO SHOW ELECTRICAL RE61UIREMENT5 ONLY. 05G/5PEAKER BOAFRD NOTE: E PROVIDE PULL WIRE IN ALL EMPTY CONDUITS. V ! < DRIVE THRU LANE , ,E . ,I "� + AI I: i 3 L_ r ' .. j�11 1. I ; FIA CONDUITS: DETECTOR LOOP CENTERED ON�'I DIGITAL ORDER SCREEN 2" BELOW FINAL GRADE IN CONDUIT I, OR 5AWC.UT. PROVIDE ONE I" r:~ r _ ^ II I CONDUIT FROM CONDUIT FOR DETECTOR LOOP I I CANOPY UPLI644T TO DIGITAL CONTROL BOX. g i i TO TIME CLOCK/CONTACTOR PANEL. SEE "TIME CLOCK/CONTACTOR PANEL" NOTE TH15 SHEET. TWO 1-1/2" CONDUITS FROM 05C/5PEAKER BOARD TO 41 LOCATION AT THE DRIVE -- *' THRU WINDOW. AND ONE I" CONDUIT TO ELECTRICAL _ _ , J-,_ '_ _ _ _ _ _ _'----- _ _ FBI PANEL FOR POWER. DIGITAL CONTROL BOX WITH YXY CLEARANCE AROUND IT. NOTE: CONCRETE FOOTING BY 5EE 51TE PLAN FOR LOCATION AND LANDLORD. COORDINATE WITH ORIENTATION. TH15 DETAIL 15 PROVIDED TO STRUCTURAL DRAWIN66 FOR SHOW ELECTRICAL REQUIREMENT5 ONLY. ADDITIONAL INFORMATION. KEY NOTE5 5 CLEARANCE BAR. SEE DETAIL #3 THIS SHEET. I O PROP05FD 5TARSUCKS PANEL LOCATIONS. T U3 PROVIDE ONE I" CONDUIT WITH PULLWIRE FROM WEATHERPROOF JUNCTION BOX AT PROPOSED 516N E LOCATION AND RUN UNDERGROUND BACK TO "TIME GLOCK/GONTACTOR PANEL" PROPOSED LOCATION IN THE SPACE. SEE "TIME CLOCK/CONTACTOR, PANEL" NOTE THIS SHEET. ® ELECTRICAL SERVICE LOCATION. SEE POWER RISER DIAGRAM ON SHEET E3.0. 0 5EGONDARY POWER CONDUITS, FURN15HE0 AND INSTALLED BY ELECTRICAL CONTRACTOR. SEE POWER R15ER DIAGRAM ON SHEET E3.0. TWO 2" GONDUIT5 WITH PULLWIRE BY ELECTRICAL CONTRACTOR FOR TELEPHONE SERVICE. CONDUIT TO BE STUBBED UP IN SPACE AT A LOCATION IDENTIFIED BY TENANT. O ONE 2" CONDUIT WITH PULLWIRE BY ELECTRICAL CONTRACTOR FOR GABLE T.V. SERVICE. CONDUIT TO BE STUBBED UP IN 5PAGE AT A LOCATION IDENTIFIED BY TENANT. �8 EXI5TIN6 POLE TO BE MODIFIED WITH 3-PH., 120/208V., POLE MOUNTED TRANSFORMERS BY UTILITY COMPANY. REFER TO POWER RISER DIAGRAM ON SHEET E3.0 FOR ADDITIONAL DETAILS. VERIFY EXACT LOCATION AND REOUIREMENT5 WITH OUG, SEE CONTACT INFORMATION BELOW. PRE MENU BOARD. SEE DETAIL #2 TH15 SHEET. 10 SPEAKER P05T ORDER CONFIRMATION SYSTEM WITH DETECTABLE LOOP. SEE DETAIL #4 TH15 SHEET. II MENU BOARD SEE DETAIL #1 TH15 SHEET. 12 TERMINATE TELEPHONE CONDUITS AT PROPERTY LINE. COORDINATE WITH AT4T PHONE COMPANY REPRESENTATIVE, 13 TERMINATE GABLE CONDUITS AT PROPERTY LINE. COORDINATE WITH UTILITY COMPANY REPRESENTATIVE. 14 TELE/DATA STUB -UP PROP05ED LOCATION. SEE SHEET E2.0 FOR LOCATION. la 4 - #6, 1 - #5 E.G. IN 1-1/4" CONDUIT. I6 OPTIG5 ORIENTATION FOR THE 51TE LIGHT FIXTURE. 17 FIXTURE 15 PROVIDED WITH DUAL SWITCHING OPTION (D5) SEE FIXTURE SCHEDULE. 18 51TE POLE AND FIXTURE, SEE LIGHTING FIXTURE SCHEDULE ON TH15 SHEET AND SHEET ELI FOR POLE DETAIL. Iq ONE CIRCUIT CONTROLLED VIA PHOTOCELL ON TIMECLOGK OFF AND ONE CIRCUIT CONTROLLED VIA PHOTOCELL 'ON', PHOTOCELL 'OFF'. PATIO RECEPTACLE. EGIUAL TO INTERMATIC WP-2000 WITH CFI, WEATHER RE515TANCE 20AMP OUTLET. FIELD VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. INSTALLATION SHALL BE PER MANUFACTURER RECOMMENDATION/IN5TRUGTIONS. NOTES cv I. CONDUIT RUN BELOW 6RADE SHALL BE PVG SCHEDULE 40. ELBOWS 2" AND E LARGER SHALL BE 6ALVANIZED R1610 CONDUIT(5). RISERS SHALL BE RIGID STEEL CONDUIT(5) "ERE EXP05ED TO OUTSIDE ELEMENTS. REFER TO N SPECIFICATIONS. E 2. ALL UNDER6ROUND 51TE CONDUIT SHALL BE BURIED A MINIMUM OF 36 INCHES DEEP BELOW FIN15HED 6RADE TO TOP OF CONDUIT UNLE55 OTHERWISE NOTED. 3. PROVIDE COLOR TAPE FOR IDENTIFICATION AT 15 INCHES DEEP (ABOVE A SERVICE CONDUIT RUNS) PER N.E.G. 300-5 (D) (3). L_ 4. ALL TURNS SHALL BE MADE WITH LONG 5WEEP ELLS. 5. CONTRACTOR SHALL PROVIDE ALL EXCAVATING, AND BACK FILLING REQUIRED FOR ALL NEW WORK IN�LUDIN6 FILL, COMPACTION, SURFACE, ETC. TO MEET ALL REQUIREMENTS AS APPLICABLE FOR THE AREA. 6. PRIOR TO THE START OF CON5TRUGTION, CONTRACTOR SHALL DETERMINE THE PRESENCE AND LOCATION OF ANY UNDERGROUND RACEWAYS 5001-1 AS T TELEPHONE, ELECTRIC POWER, WATER, 6A5, 5EWA6E LINES, ETC. WHETHER PREVIOUSLY EXI5TIN6 OR A5 INSTALLED BY OTHER TRADES, TO AVOID E INTERFERENCE WITH ANY 5UGH 5Y5TEM. �f. ALL 5PARE, EMPTY CONDUITS SHALL BE LABELED AS TO THEIR FUNCTION. 6. CONTRACTOR SHALL MAINTAIN AN A5-51JILT DIMENSIONAL DRAWING ON SITE 5HOWIN6 ALL UNDERGROUND SERVICE ROUTING AND TERMINATION POINT5. q. CONTRACTOR SHALL MEET ON 51TE WITH REPRESENTATIVES OF THE UTILITY COMPANIES INGLUDIN6, POWER, TELEPHONE, AND GABLE TO DETERMINE THE FOLLOWING: (PRIOR TO BID AND PRIOR TO ROUGH IN). POWER COMPANY: A - VERIFY EXALT TRAN5FORMER(5) LOCATION PRIOR TO BID. B - VERIFY PRIMARY CONDUIT WORK REQUIRED AND RE51PON50LITY PRIOR TO BID. C - VERIFY METERINS METHOD AND REQUIREMENTS, IF DIFFERENT FROM WHAT 15 SHOWN ON THE DRAWIN65, NOTIFY ENGINEER IMMEDIATELY. TELEPHPNE�Q21TANY: A - OR16INIATION AND TERMINATION OF THE SERVICE CONDUITS. B - INSTALLATION 5PECIFICATION5, 51ZE AND QUANTITY REQUIRED. HOWEVER; MAINTAIN QUANTITY AND 51ZE5 SHOWN ON PLANS, IF IN EXCESS OF UTILITY REQUIREMENT5. RATE: CONTRAGTOR5 FAILURE TO COMPLY WITH THESE COORDINATION PROCEDURES WILL CONSTITUTE THE CONTRACTOR ASSUMING ALL COSTS ASSOCIATED WITH REPLACING ANY AND ALL WORK ALREADY IN PLACE TO MEET UTILITY COMPANIES' RULES AND REQUIREMENTS. N8}3 UTILITY COORDINATION: TO THE BEST OF OUR ABILITY THE SERVICE HAS BEEN COORDINATED WITH THE UTILITY COMPANY REPRESENTATIVE(5) FOR: I - TRAN5FORMER(5) LOCATION. 2 - CUSTOMER RESPONSIBILITY. 3 - REQUESTED VOLTAGE * AVAILABILITY. IT 15 THE CONTRACTOR RESPONSIBILITY TO REV151T THESE ITEMS WITH UTILITY PROJECT ENGINEER TO VERIFY THAT THE CURRENT DE516N SHOWN ON THE GON5TRUGTION DOCUMENT(5) ARE STILL IN COMPLIANCE WITH THE UTILITY PLANS TO SERVICE TH15 SITE. ANY C05T ASSOCIATED WITH UTILITY FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADDRE55 WITH THE DEVELOPER, TH15 COORDINATION SHALL BE A PART OF 51TE MEETIN6 TO BE SCHEDULED BY THE CONTRACTOR WITH THE UTILITY PER50NNEL PRIOR TO THE START OF THE PROJECT. COORDINATION SHALL AL50 BE MADE WITH TELEPHONE AND GABLE SERVICE REPRE5ENTATIVE(5) FOR VERIFICATION OF THEIR REG2UIREMENT5 INGLUDIN6 POINT OF CONNECTION AND TERMINATION POINTS. N55 L_ I ONTI NO FIXTURE SGHEDUL_E I TYPE MANUF. CATALOG NO. VOLT LAMPS L MOUNTING T 5A LITHONIA D5XI-LED-P&-4OK- 206 LED 201 T4M-MVOLT-VS-H5 SB LITHONIA D5XI-LED414-4OK-- 208 LED 241 CONCRETE POLE B0LT-D5 25'-0" A.F.G. SEE SHEET ELI 50 LITHONIA D5A-LED-PS-40K- 206 LED 20-1 FOR POLE DETAIL BLL-MVOLT-05 5D LITHONIA D5XI-LED-PI3-4OK- 208 LED 231 T5W-MV0L..T-D5-H5-Lg0 GENERAL NOTES: I. PROVIDE NECESSARY MOUNTING HARDWARE AND 4. FUSES SHALL BE INSTALLED AT THE BASE ACCESSORIES FOR ALL FIXTURE-5. OF POLE. 2. PROVIDE FUSES FOR ALL 51TE L16HTINI6 FIXTURES. 5. FIXTURE AND POLE FIN15H COLOR AS 5EL.ECTED BY ARCHITECT. 3. ALL FIXTURE SUBSTITUTIONS MUST BE SUBMITTED FOR APPROVAL (E6lUAL5 ONLY). NORTH E.LEGTR I GAL_ 51TE PLAN, 50ALE: I" = 20'-0" 5T6i38UC.K.S INTERIOR BUILD -OUT DOCU NT5: COORDINATE WITH 5TARBUGK5 PROJECT MANAGER FOR EXACT LOCATION OF THE TIME CLOCK/GONTAGTOR PANEL. PROJECT SCOPE: THE WORK SHOWN ON THESE DOCUMENTS REPRESENT THE LANDLORD SCOPE OF WORK (MODIFIED SHELL DOCUMENT). ALL INTERIOR WORK INGLUDIN6 INTERIOR LI6HTIN6, ADDITIONAL PANELS, WIRIN6, ETC... IS PART OF TENANT IMPROVEMENT DOCUMENT, THAT 15 DESIGNED AND PERMITTED SEPARATELY. UTILITY GONTAGTS QWER COQMPANY: DUKE ENERGY NAME: DARRYL F05HEE PHONE No.: (721) 85q-4002 EMAIL: DARRYL.F05HEE®DUKE-ENERGY.GOM JELEPHONE COMPANY; FRONTIER NAME: THOMAS FAULKNER PHONE No.: 013) 348-3624 EMAIL: THOMA5.FAULKNEROFTR.COM CONTRACTOR SHALL NOTIFY EACH UTILITY COMPANY REPRESENTATIVE LISTED ABOVE OF THE PRE-GON5TRUGTION MEETING SCHEDULE. CHEHAY,EB & ASSOCIATES, INC. CONSULTING PROFESSIONAL EWINEERS 3702 AZEELE ST. TAMPA, FL 33609 LIC. #49521 (813) 876-1415 (fax) 876-091S CERT. #7340 DETAIL. �i 0 (TYP) � II II II POLE SHALL BE RATED FOR 131 II (I MPH WIND VELOCITY PER FBG i� 3 II II 201-1 6th EDITION. CALCULATION VALUE FOR LUMINAIRES 5HOWN. E II II T I II II I II I E I II I II I II P I II I II l If -VOID I L I Ii ry E I I I "'""`-" 5QUARE CONCRETE POLE I II I II I it 1 II 1 1� 5 it 5 ll I� II CRAPE IR � Nz jl II 8 6 II II II II �r NOT TO SCALE NQIEr2' ODIRECT BURIAL POLE SHALL BE RATED FOR WIND VELOCITY PER FBC 2011 6TH EDITION. CALCULATION SHALL BE BASED ON THE EPA VALUE FOR THE LUMINAIRE 5HOWN PER POLE. 2� ELECTRICAL CONTRACTOR TO COORDINATE THE TYPE OF TENON OR MOUNTING REQUIRED WITH THE FIXTURE MANUFACTURER, TO MOUNT THE 51TE LIGHT FIXTURE TO THE POLE AS INTENDED AND INDICATED. QNO. 6 GROUND CONDUCTOR, FURNISHED WITH THE POLE, BONDED AT THE J BOX AT THE BOTTOM OF THE POLE, SEE NOTE #ci, AND TO THE EQUIPMENT 6ROUND CONDUCTOR RAN WITH THE CIRCUIT FROM THE DE51C-MATED PANEL IN THE BUILDINtS. OLUMINAIRE. SEE FIXTURE SCHEDULE ON THE SITE LIGHTIN(5 PLAN FOR QUANTITY, TYPE, AND OPTIC, ORIENTATION. PROVIDE PROPER BRACKETS TO MOUNT THE FIXTURE AS SHOWN ON THE PHOTOMETRIC PLAN. COORDINATE WITH THE FACTORY AND PROVIDE BRACKET CUT SHEET TO THE ENGINEER FOR APPROVAL PRIOR TO RELEASE. aFURNISHED AND INSTALLED IN -LINE BALLAST FU5E5 IN BL65MANN "TRON" WEATHERPROOF FUSE HOLDERS #HEB-AD WITH #KTK FU5E5 (SIZE AS REQUIRED). OCONDUIT, EXTEND TO PULL BOX OR NEXT POLE AS REQUIRED. O5/4" x 10'-0" COPPER GLAD 6RROUND ROD FOR LI&HTNIN6 PROTECTION. CONNECTION TO THE GROUND ROD SHALL BE MADE VIA A U.L. LISTED MECHANICAL CONNECTION. SEE ELECTRICAL 51TE PLAN FOR CONDUIT AND WIRE 51ZE5 AND DESTINATION PANEL. WIRE 51ZE UP THE POLE SHALL BE SAME 51ZE FEEDING THE POLE. OPROVIDE FLUSH IN GRADE (12"XI2"XI2" MINIMUM) WEATHERPROOF ELECTRIC HANDHOLE ENCLOSURE. ELECTRICAL HANDHOLE ENCLOSURE SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH N.E.C. ARTICLE 314.50 "HANDHOLE ENCLOSURES". THESE BOXES SHALL BE USED AS PULL BOXES ONLY, NO TERMINATIONS SHALL BE MADE IN THESE BOXES EXCEPT FOR THE GROUND CONDUCTOR. LOCATE BOX WITHIN 3'-0" OF POLE BASE, WHERE POSSIBLE. THE BOX SHALL BE LOCATED IN A LANDSCAPE AREA ONLY AND NOT SL60EPTIBLE TO ANY TRAFFIC CONDITION. COVER SHALL BE RATED FOR THE LOAD IMPOSED UPON IT, AND SHALL BE PROVIDED WITH L060 5TATIN6 "ELECTRICAL". 10 DEPTH OF THE EMBEDMENT OF THE POLE SHALL BE AS RECOMMENDED BY POLE MANUFACTURER TO MEET REQUIRED WIND LOADING. MINIMUM EMBODIMENT SHALL NOT BE LESS THAN 5'-0". I I { PROPERTY LINE I I {. I . ................... I { ARBOR RIDGE DRIVE .............. I _ _ I _ .............. +1.2 *1.9 .2 ` �,5 .4 0. - . t1::6 `i.8......::,, (..8 ., :: :8" :... Sf B : 7:8 1r1 2.7 ' .3 .4 ';' - + + + + 3:2 I '�3:0 fi.8 2:2 -:,- ... 8 ::;: .. 1.7 1.4 0.8 0.5 1 I v SC-2 @ 28' I 178-1 .6 L.9..... 37.1 _" 1 3 1 '3�2 _ r _ � � � ..� � � �r� 8 l�6 \ 1.3 0.8 T I „ r c� R Schedule Symbol Label Quantity Manufacturer Catalog Number Description Lamp Number Filename Lumens Per Light LossWattage Lamps Lamp Factor A 2 Lithonia Lighting DSX1 LED P8 40K T4M DSX1 LED P8 40K T4M MVOLT LED 1 DSX1 _ LED _P8_4 18424 0.9 207 SA MVOLT DS HS with houseside shield OK_T4M_MVOLT_ HS.ies A 2 Lithonia Lighting DSX1 LED P9 40K T5W DSX1 LED P9 40K T5W MVOLT LED 1 DSX1_LED_P9_4 28445 0.9 241 a SB MVOLT DS OK_T5W_MVOLT. ies A 2 Lithonia Lighting DSX1 LED P8 40K BLC DSX1 LED P8 40K BLC MVOLT LED 1 DSX1 _LED _P8_4 19864 0.9 207 CSC MVOLT DS OK_BLC_MVOLT.I es A 1 Lithonia Lighting DSX1 LED PI 40K T5W DSX1 LED P13 40K T5W MVOLT LED 1 DSX1 _LED _P13_ 18805 0.9 231 SD MVOLT DS HS L90 with houseside shield with optics 40K_T5W_MVO1_ rotated 90 degrees left T HS L90.ies 1 Lithonia Lighting DSXW1 LED 10C 1000 DSXW1 LED WITH (1) 10 LED LED 1 DSXW1 LED 3795 0.9 38.8 ® WA 40K T4M MVOLT LIGHT ENGINES, TYPE T4M _ _10 C_1000_40K_T4 OPTIC, 4000K, @ 1000mA. M_MVOLT.ies 2 Lithonia Lighting DSXW1 LED 20C 1000 DSXW1 LED WITH (2) 10 LED LED 1 DSXW1 LED 7420 0.9 73.2 ^ ® WB 40K T4M MVOLT LIGHT ENGINES, TYPE T4M _ _20 C_1000_40K_T4 OPTIC, 4000K, @ 1000mA. M_MVOLT.ies Surface Schedule Reflectance Normal Name Front Back X I Y Z Area(ft2) Solid Bottom 0% 0% 0.00 UO -1.00 2531.82 Side 1 0% 0% -1.00 0.00 0,00 893.91 Side 2 0% 0% 0.00 1.00 0.00 718.24 Side 3 0% 0% -1,00 0.00 0.00 162.19 Side 4 0% 0% 0.00 1.00 0.00 357.54 Side 5 0% 0% 1:00 0.00 0.00 150.00 Side 6 0% 0% 0.00 1.00 0.00 1311.33 Side 7 0% 0% 1.00 0.00 0.00 906.09 Side 8 0% 0% 0.00 -1.00 0.00 615.00 Side 9 0% 0% 1.00 0.00 0.00 98.91 Side 10 0% 0% 0.00 -1.00 0.00 747.54 Side 11 0% 0% -1.00 0.00 0.00 101.95 Side 12 0% 0% 0.00 -1.00 0.00 1022.11 Side 13 0% 0% 0.78 -0.63 0,00 3.92 Top 0% 0% 0.00 0.00 1.00 2531.82 Luminaire Locations Location Aim No. Label X Y Z MH Orientation Tilt X Y Z 1 SA 49659.00 118698.00 28.00 28.00 90.00 0.00 49661.75 118698.00 0.00 4 SA 49659.00 118630.00 28.00 28.00 90.00 0.00 49661.75 118630.00 0.00 2 SB 49718.55 118638,70 28.00 28.00 90.00 0,00 49721.30 118638.70 0.00 3 SB 49812.88 118639.00 28.00 28.00 270.00 0.00 49810.13 118639.00 0.00 1 SC 49923.00 118666.30 28.00 28.00 270,00 0.00 49920,25 118666.30 0.00 2 SC 49840.86 118729.00 28.00 28.00 180.00 0.00 49840.86 118726.30 0.00 1 SD 49857.61 118604.00 28.00 28.00 90.00 0.00 49860.36 118604.00 0.00 5 WA 149805.56 118691.50 9.50 9.50 90.00 0.00 49806.06 118691.50 0.00 1 WI3 149782.00 118698.90 12.50 12.50 0.00 0.00 49782.00 118699.40 0.00 2 W13 149735.00 118698.40 12.50 12.50 0.00 0.00 49735.00 1118698.90 0.00 Statistics Symbol Avg Description Max Avg/Min �-}-- 2.9 fc OVERALL PARCEL HinMax/Min 12.6:1 5.8:1 3.2 fc PARKING & DRIVE THRU REAS !6.3fc fc 3.9:1 2.0:1 --.-_-------- ---I-- I NORTH PH OTOMETR I G SITE PLAN SCALE: I" = 20'-0" ALL SITE AND BUILDING LIGHTS PROPOSED ON THIS PROJECT ARE DE516NED AS FULL CUTOFF CLASSIFICATION WITH ZERO UP L16HT COMPONENTS. THESE PHOTOMETRIC5 ARE INTENDED FOR DE516N AND EVALUATION PURPOSES ONLY. THE POINT -BY -POINT 5HOWN IS BASED ON A COMPUTER LIGHTING PROGRAM WITH APPROXIMATED PARAMETERS. THEREFORE, THESE PHOTOMETRICS MAY VARY FROM ACTUAL FIELD CONDITIONS. FIXTUE NOTE: FIXTURE 5HOWN ON THIS SHEET 15 FOR REFERENCE ONLY SEE ACTUAL FIXTURE 5CHEDULE ELSE WHERE IN THI5 DOCUMENTS FOR ACTUAL CATALOG NUMBER AND DESCRIPTION. CHEHAYEB & ASSOCIATES, INC. CONSULTING PROFESSIONAL ENGINEERS 3702 AZEELE ST. TAMPA, FL 33609 LIC. #49521 (813) 876-1415 (fax) 876-0913 CERT. #7340 N&O � I I 11.11 I - I I I -I-- - - - I I I ---.--.--..-..-.-.--.--..-----.--..--.— ____ .......... . . ...................................... � ........... . ...... ... . � ...... ... . . ... ....................... . .. . .. . ........ � ... . ___ ...... ___ _. cy) c ) C� ILL 0 0- 0 I- Q) �: 0 1 CL - 1Z 0 to C . �0 0 Q� of :f < In I 0) II I- 00 — (D C14 — ,Kt L0 6 3: 7? Z 0 I-_ < iE cr_ 0 U_ Z I W , W - I ::) �_ � X LL IN W I (D I C:) r- - — I CY) 00 � 01) , _:_: a_ , I I I 1"I" DSXI-LED-PS-40K-'r4M-N,IVOLI-I)S-[iS 1. I P'<,lca" .1 P.,QwN 17 11!111!��n� Icirto I ml DSXI-LEf)-P9­40K-T5W-MVQLT­DS : "sinsim, D9XI-LED-P8-40KA31.C-MVGLT-DS ,- ..". DSXI-LED-PI3-40K-TiW-MVOLT-DS-1-IS-L90 , - - , - -'72ZI1111111101111 I 11 —, ­_1 I 0, - D-Series Size 1 _____ � W� - D-Series Size 1 1-11 1__­_1_.__.._____._____. - ,_­_,-,-�,�31111111111 D-Series Size 1 1 . - D-Series Size 1 7_� . ......... . .... . ....... _­­­ ... ­_______1 - - ------- ­­­ . 1­ - I LED Area Luminaire ��,', i LED Area Luminaire �`­ I LED Area Lum'inaire �_____ ___ � ,11 LED Area Luminaire t 7_1 . ............. . ....... .. . ........... __.___._________ L_ � ___ — ; 1­ __ 77--- 1 4,44 1 ` , ' & - III � Iiiiihiting r. - 4�1* * .. ittlin SI) ­11-1­11-11 . ........... . . ........ .. I ... ­7­.._.__1_...­_­___ I . 11101=1 . I ligiact! "AG"In""'! .11 f., prt�fi.nid. . � I 'y" 1 74, 4'4, 4<4 6�,htclnq SA ii 4 i. '. tig SIT . li se d"series "I . a " t I 8 M111111,1111 � f , a ­ t r s rsIo,0,� ""t" -.77- ... I ..... . - osl ", I r___ � r, � , r , 7�_'. .... ____._.__ lifilipts itiLl" " ;:­i:'. , - , I I 11 :, ..", Z I clfb�ries � .1 l 'F 111­­��:­ ,:, � �­ d"Ser'lies ­ 11 , ­', I'.— 1. - ­�­ . ..... �" -­-777 ,rl.j; �,. . .1. . I 1 , d'series . *�4�+ Capable Luminaire 4-Mir, Capable Luminaire "Q4,A* Capable Luminaire *I Capable Luminalre , I ...... - .... ! I This itern is an A+ capable luminaire, which has been , This item is an A i capable luminaire, which has been ! This itern is an A-4 capable lurninaire, which has been i. E JI 1,0 I f*- I designed and tested to provide consistent color EFI 1,01 fe designed and tested to provide consistent color 1.011 le designed and tested to provide consistent color , T�j I, ! designed and tested to provide consistent color EPA: EPA: I I . . : , . -- — ------ 14-99 i Specifications __ This item is an A+ capable luminaire, which has been Specifications - I Specifications Specifications W, It appearance and system -level interoperability. appearance and system -level interoperability. appearance and system -level interoperability. �11. <­ appearance and system -level iritteroperability. W trilyl w I 1"ri.11,i W W Length; 33" () I # All configurations of this luminaire meet the Acuity 33" a All configurations of this luminaire meet the Acuity 33't . 0 All con figura Lions of this luminaire meet the Acuity * All config - -- Length; Lengthz . Length: .1, � I - urations of this luminaire meet the Acuity I - - i'lI Bra nos' specification for chromatic consistency I . . . UJI . __ � .1-1 if1iitl Brands' specification for chromatic consistency I , L__,� L - A Brands' specification for chromatic consistency .. .1.1 I Brands' specification for chromatic consistency <N <Z�__ " � , Width: 13" a This luminaire is A+ Certified when ordered with Width; 13, a This lumirtaire is A i Certified when ordered with Widl 13. a This luminaire is A,I Certified when ordered with Widtil 1 T - This luminaile isA, Certified when ordered with 3�0,,i 1 i . I -,--..-.,---. L - - - - - by a jl��IIiI4 ol,rl .U.flupl r1­1_1111111 1-11,111,111-1 L DTO controls marked by a 1. � ilf DTL* controls marked by a * 6", r goolummom, _'i,ifl � DTLO controls marked ,,O,,! nd- ­­­ -,,,- - — L - - -- - �_ ­_ - _­­ L . DTLO controls marked by a fthdh�ftl Height, 7111)2" — I r 7,112' 1 _,_ ­­ C' 7� Ir2l, . __ . ..... ­­... q � ­­ ? - ! i 7 1 '', . I I ... �:::Z-1_111_1 . � � 11-11- � � , � j ", . . [A ..... " �' ,et the A+ , 1:.:. I-- , ,l � : DTL DLL equipped luminaires meet the A+ - _,"", ,___ �_. 1 t I ��"Z_�_ _,"I"", 'Ir'.. ­­­­", . " $ ­5 ... I i" : specification for lumirmire to pholocontrol i —T. - ��: � - DTL DLL equipped lurninaires meet the A+ Height, ,��� DTL DLL equipped luminaires meet the A-4. HolSil _ _ I ix r,ril �1910ml I I I DTL DLL equipped luminaires me Height: 11.1 - i I 1,91"IfT _11�zl I a H ­­ I " specification for Jurninaire to photocoritrLti ,�", H Weight , I H­ ,--U-* s�pecific,.Ition for luminaire to photocontrol i � "" pecific,aiian for luminantre to photocontrol Weight 27 bs Weight 27 lbs 271b, 1 1 Weight �), - (max): I12,21,)) "/-"-, L__ interopierabilityl (mart): ru,ikc; r11___1;`�___1 � 1- intproperabilityl (max): III 11-l"', ,� .... . R interoperabilityl (max): '! F t, interoperabilityll a This lurninaire is part of an A+ Certified solution * This Jurninare is part of an A-i- Certified solution * 'This luminaire is part of an A � Certified solution * This luminaire is part of art Ai- Certified solution for ROAM" or XPoint"m Wireless control networks, for ROAMe or XPointn't Wireless control networks, for ROAMO or XPoint"'I Wireless control networks, for ROAMO or XPointlm Wireless control ne,tworks, providing out -of -the -box control compatibility providing CiLlt-Of-the-box control compatibility providing out -of -the -box control compatibility providing out -of -thief -box control compatibility , with simple commissioning, when ordered with with simple commissioning, when ordirI I I with simple cortsmissioning, when ordered with with simple Commissioning, when ordered with , drivers and control options marked by a %hildied drivers and control options marked by P. �,h,,Kied drivers and control options marked by a khWe',d drivers and control options marked by a sibaded 0* I F*kq,oupcl 1 Wckarwwi wold", , Fo learn more about A I, To learn more about A+, To learn more about A-, 'To learn more about A+, visit,� . I _ c�� . ., I . , .. . ., I , I I � .11 visit ""'i"'ol-I - .1- �.��­ visit � visit wt.,Ite,�'. nt,-,..,: �V��.)rvl, i( � rZ ­Tr-I­,;,,0:1,-_. I I- See ordering tree for details, 1. See ordering tree for details. 1. See ordering tree for cietails. 1. See ordering tree for details, 2. A+ Certified Solutions for ROAM requite the oI 2. A-i Certified Solutions for ROAM require the order 2. A+ Certified Solutions for ROAM require the order 2� A+ Certified Solutions for ROAM require the order -,- of one ROAM node per luminairl Sold of one ROAM node per luminaire. Sold � � � of one ROAM node pill urninaire. Sold of one ROAM node per luminaire.. SnId . . I �. I I � '19 A�UpTh[Qop!,,ltAtTdhcaed i-, !,,�,, ­; '.;i.':( .( D I I.:- � - (apattle options undicatel Separately.- L. I Separately: 1-ink te, Ro?.,fTY:; _gt:r , ,�j (,[,r,[,["11.[",�',�,�,�,)",t Sepafratey� I ; : , � � , SeparatI i � , I I I I ! : e I A4 r , T l I I A I Qqwbje, "l uns,ndlofQd �51` by this color back,jrourri. 4 pritek9mairl 44 by thisc lot �, , I'll �. I 0: lta�lsfrofl . bythi'll"19140911"I � . I ,, - "Oil � I 1�� I � or��, ",* � ,,,,,��,L��,,,,�,����.',,�i;",i"",I " _,�`,­,, ,,, I � - I � I �, � � 14 W"A � , _c ,,, _%,T�,,,i,,1'j, _ � ,,, , , 01, f.f I & "I�l-l�Ill'-"�"-,--.,.�-.�".,.�l-."�,-�1--l�.�.� I I I I—' I 11 ...... _­11 1, , - ­ - ­­­­­ .1.1.11,111,1111'"' I . ..... � ...... I ---- - ...... ... � .... � � -I....".., 11 � - , I—- ­11- _"__,_____, _____ ,l�,,,,lq . "I ­'? l, ",­, ­,", , ­­, ­ ., I � 1­111-1 -11, ­__,__,___,_ I I N­110114"1101 ­­ ­ , , ...... " --"--," ­ , , , , "" I, gy"A ., , ,,�;�tAl�,,,I�,',,:,�l�,jr"�,,,,:,,r��r��,"', �Ilr ... It, �, � 11:1, ri� 8,iii,iIi, I, rijjjli�, �� T , EXAMPLE, DSX1 LED P7 40K T31M IVIVOLT SPA DDBXD EXAMPLE: DSX1 LED P7 40K T3M MVOLT SPA DDBXD EXAMPLE: DSX1 LED P7 40K T31A MVI SPA DDBXD trT ll'' " , , "."� , . I , l� , , , 1, �Al',!, EXAMPLE: DSX1 LED P7 40K T3M MV01-T SPA DDBXD I I � -, oxcl�S�NJ�2� ;,=��W"` ==!112==1W �,,',�� ,,,,, , 1�,:I�_�,:���; I 1 ��,�,,��,�""''-""�l""�".. ''I ��:;, I :,,1,11�,.,."_ � t I 111. Y�1,1 i��,,,�l�,� .1. , I � : OSXILED I 0 �, �'�i�:�T�,,tl_­ .111�",'_��,,� 1, ,T­ , , , � I 0SX11LED . I I—. , � i. . I I .11 I I �11'1,1 11 ��,��, ­��'� I I :It�,_,. 11 � I � D5XILED i :i ''. 11 , �� t -1, ,,� " " � � ;:: : : I � . . I I ­ - I �!,Pf!iqw'��m - 6, � i . IN"i " ;: I yrt I I t g,jT "' ., , �R,i��;�,,�1,�i;,,�,�,, �� � A- - I "I V _ I � , I " il� 4 I'll; �, � I'seir, ris '. . 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U _L1 i I I - I T�Otlrldlie r . . . �� 2081 RPA Ittil pole mounting P2 P5 SOK 5000 K 12NI * ;I �ifcojrr T5W WiI A4de 208 � RPA Round ODIC influfrinot P2 P5 P8 50K "OD, K ; P2 P5 Ltfl 50K S000 K T2M type 11 inefluin Roundpi :ttj P2 PS P8 SOK 50M K T2M Typx* it rrT,diurn -_P8_1 � I . T2M yo.c:i rnfill I TSW Typil 2081 RPAl lng I , I P3 P6 P9 AII Aniber phosphor T35 Type Ill short C 19 *11 li P3 P6 [_5_1 AM6K Amberpriospil T35 rypp. 4%1: sill 8K Nctiq . . lt� :! 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Ill-'r-t Sb' flied DDI Da0fonze. � , I", I 'T"', I I I I I I 1-1.1 . I lipped lif PER NE14A liovei��# I 11; 'i ,, I � I 'I I I r i�' I I 10:11 I ,, I I 1, I I g � W a 4 hri�hf, as firI "s'..", I HS flousiri sce shield : I DBLXD R A, k PER NWAI ic,��,:i�f.�pt4ti�k,,r�.lyfa�i)(�ol�,��di ' mou,ir�itiglie.iq'nt,,,r)bkntsensm HS Hil iideshield ' 091M filak , I �, l,I I ninsuctirl li�!Tt 4yfbit ,I st,' 1 HS Notio-sideshil DBLXD B! �.i PER il,Wlyi, ����,,�,��,,��,j��-�,'�i,�i,,�,I,i,,,�,�i�i, ,l1%'jT,tI � frto'Alhing It ": ill 9, I ; . 10 'i, r,��',,,,"�p "", � � , , 1`1111 ; ,"� . ", 50f i hi� a:il � f . " ' " , " I , 1. & 3A . a I i lilifirk " � � � � I . l � tyrabledrit, Nc;­ I I , " "', � I . ellerlievallic I � , I 0 � . . �� eiria J at I I V I I PW Tied at, PtK5 - twowl a0flityI 1 I 5F �injlefus, (IA, W, DNAXD N.nul alsint,iini fewe -yrint eoreptI only [(ursutli,�, flAsled MINI I SF Silgle luse 02Q� bi?. 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LA"HrIN" . e"'tjr; Lxp iir�, im Ali "ji'CI ro"ont,""j, I 11,11, i rl� 7 A ... 1 �"!�,,"�,, 1 �!'A �,,",:: -1 I I � , , IF 1w Iti,al-Injilifiv fA : . �11 fA I "I If, , , .1 .11� ,, ( , .l il ,� ,it� ri,,r�,,,,e,j, I'll I of I � "ealit" � - I 1, _______ � - Igalif., ; ��""9 DSXW1 LED 10C 1000 40K T4M MVOLT mmalmaswmmmmm_ I I 1SXW1 LED 20C 1000 40K T4M MVI ; ARTI-START" � Nw,rl I Ni,,,oet ,I I . . _­ ..... .­­_1­­­­­ -I--------- � D-Series Size 1 l' --.-- SURFACE DOWNLIGHT D-Series Size 1 � � I . . 7�el­ � . . LED Wall Luminaire I riV`,`T0;T r_­q -------- _1_­ ------ 1-1 ____­________________ I - -I------------------- - ­­— ­' LED Wall Luminaire . I : MR- 76 Halogen i . I I CT; I . ! 11 � 1411-1 "I � 11 "I I ------ �.�,.-----.�.-�.-�.,.-���.�.��-�,� ... . . ... � .. ...... � ...... . ..... - .......... . .......... . . .. . ......... ... . ..... . ...... . :... .......... ...... . ...... ............. ­­.. , I -=.----.---I- ____.__­ S4% ;hi;�q L­' WA (Z ^ W46milf F4"­ WB --:f-j TYPEf Ict "I"t"V"t"r-� 1%trill".'t, facts Ilit"'T'a fil ; 0,4-ii.gsiCil � � �T�l,_ " , itl ?-l", � _____, il L.--------- __________ __________ CATALOG 40's.eth r,­10,01 , I ' 111111"_,�",'Z 1- ­1 ... . ....... ...... 1-1-111-1­11 ... 11 ". - - -'--77777777777 1 1 1% 'I Numlif SM AR MR 8 (CBA) 9 C 11 I* al*W ti ,I9, AWNEX,.,,C , , is slotallk _05CT_7N Ifth. - 11--sts— ,kwe�"o � catirwie, -Sign" duseries d1series r " 1,� C, f I r I I I Tt,V F­ rill iful"013-734 K" O..�yAP.0­4ft­W-r Introduction Introduction LAMPI ,"111111116"iil�� 7.111, F­0662MI . 1.1'.11 IT"t,10l r.h,#d.li,nl,.Pft.jnl EVENING FENCE xi"- rhi NiiW WsVil 111",l, il I ,.*,ill I The D-Series Wall Jurninaire is a stylish, fully The D-Series Vi1all jurninaire is a stylish, fully NOTJES* 11 6''. �,,, " I ,,,, , I -, � I I'll I 11. ,,­� , ___ ­11­1_111111- ... � - ­,­­_­_, __­, � .......... ... I Specifications Specifications ____ ___ ,-- __.__.__j I I 11 ... ........ � ............ 11 ... - ....... __._.__._.__­­__+­ r ­ - � ­_ �, ­­­ - ------..-- integrated LED solution for building -mount integrated LED solution for building -mount CATALOG NUMBER LOGIC .---..-.-. I Description: Luminaire Back Box (BBW, ELCW) Luminaire Back Box (BBW, ELCW) iiti! it Creole the EYMNS u"OS*sni Will this applications. It features a sleek, modern design 1; applications. It features a sleek, modern design 1 . MERA: I 11 I : i, �,�, , i-, VIS4811111o"i I __ , I �75i�,)s�`�11!"" �"�'Ji'. - + . ". " - __ _ � 11 . widussra Pow Flancing sys;iern. this ffruthis � - — r�� . .1. - Width: 13­4/4� Weight. 12�lb�,. Wildibl, - �3-3i,l " BEIW Width: ,'4 " Weight; 12. Ibis Width- - - [_ ' +--' = = [ ;: . �j 1, RK1 MM 111, secternet dc-Acirs ray, be corosi�ltxii,d to irt only 5lbs U V ': BBW ,� lbs AR MR I � oniiai.osirm 7-WX211. ,,,H,c,,P.,41,,.",X:,,�,��,�t,.o,,�f�,�� -_ P. ;: , 5" Tt SlarbuchtscAntritistiortic, enislislirlwillin it, t -,�l ", �, I " kqil and is carefully engineered to provide long-lasting, I I I !'-'.,., ki�iki 11.�J; 1:1 Weight: . "j, -lasting, . .... ... � + __] - � � � I . i 1: f , ;'34'.Ounl Z ­ I I Weight: I. I and is carefully engineered to provide long E] 1� m-1 E - _" _ __ _] TYPE'D' � . " 1, - Example - SM - AIR - WR - 4 - III - 9 - 11 - C cli.r.rLA"I li- ". Slarbuicks classic ell all rinco"rorl " 101, rl- ELCW 10lbs energy -efficient lighting With a variety of optical Depth: I 0, Depth: ,� ELCW 1011)5 energy -efficient lighting with a varliety of optical . � I , rell enittronnspAlolly Inandill, Kebony wood Depth: Diali l; , .. �_ , I * . . ; I w6um, - m - - - - - 111�11,1 cn,) I IT Weight: I'4 � I ': . I�Iiltl- :f; Weight- f4.!S iii;r; : i arid 100% recyc.lobla olurnounis and control options for customized performance- and control options for customized performance. Material —___j . i t T!LkLm. ­Il, .1 Ill IV.111,lt�l .1 ­oll� Mode in Ul i . I - - � ­1 �:��il�� ��11!i1!1_1;i±_11________._ Height: 63/811 6 ,*Vill 6 3/91, 19:�::k�_'I- t I I ; *W�­ -_ � _____.____.________1j Heighl Height: 6 3/8" Height, I i � I DAN WY � ­11111_._______________ I . t : _____ ler " ­,,1c'­' ; ; _____..___ 00 ;, tCll 't�, � 11. , 0 - Brass r i Nnunc."'A _ _!!ifsq!lr��, n I" , I, 1 ......... ....... .. ...... ..... ... ... . ..... r, " I With an expected service life of over 20 years of I - With an expected service life of over 20 years of : . X'�,�'sj�it "�, , CWIR W_UxE ­ ­__1­.______ i I I R4410MAlkill", �`*41-t � I, E9 � ­_____­­_...._­ . 1.11,11.1 -.1 ­11. ­­­­ , ­­ - - nighttime use and up to 74% in energy savings nighttime use and up to 74% in lanerg � I I c6W **** ** * 4,�, ­ , , , ­ " - - -_ -"*-- ­­ , - --- , y savings Series ­­­­-­--- I i D � 0 W "I'll 0 . D ­i . I W t t _­_______ I I i I I j"... .11.1 ,, — , I [��, _.;�w .,.-. 11 - . ... .. I E: �—�,�, �f, ,=,­ �­ ra, =oi I I .. - - ­ ..... I ... ......................... � .... � ... __ .... � ..... I-- ..... I ...... � ..... � ......... . .. I ...... - ...... .. � ..... I 1 "".111 over comparable 250W metal halide luminaires, I lli� I .1.11, [ : I . "' r , . -..-- " I . -.11 over com al halide luminaires, i : I 5plim - : i I FT,t fl,,Ife.�Ifr: W.k "'I I - I r . , : parable 25OW met Fixture ­­­- ­ ­ t . I am, = ighmikx,i �,­I!IJ �. ...... - ___t I I 1, ­._ ... - IR N __ I the D-Series Wall is a reliable, low -maintenance - H H the D-Series Wall is a reliable, low-mi,,ilinteriance __ : i il ­ � - ­­.­ .......................... ­­­­­­­ .... � .... ­­ ..... - .......... � .............. ­­ . ... ­­ ............. Awlel I �i .... If—— ..... __ I , -, - I t '. T, i : �!,�!,'��,��-,---,,�,,�lt"-�.--,--.,,,---,,,,---,�-------- - melsirmn ftsiliel . OF Mij I I ........ 1. L -.2, E�� I 4411! I .... I L -..-,..*,\ C�11 PY, Eli — L,, --,,, R -___ I i i I WW17nv� Of 0`11I <�lf"A . "ifirm saseh �m I'm , : . I I _ : lighting solution that produces site,s that are I '*,,� �f,`,T' tJ f ;,tf, ti,,Iry ligi-tting solution that produces sites that are i ! ------ - li't.Xi55-A'�.'1,45'�llf,W,6W,MLN�%,I�t�.h,'WX'41�,!.% . K,bo,,ir',,,,o[ i I I �w .1 ... ­­­ ... -.1 C Source----- ---...---- _ - ------------ - _.. i I IWX sas: N11I i W.1 '. . 'r, k\ lol3itl` NPI'sider-entry i I ... I i Condult (UBW only) exceptionally illuminated. 'o"Ill ��I,,%­:l��) exceptionally illuminated, i; I -_ - Frinuo: EE:� . I o��trlc±!!�Lw imil fRIC'Mirml. Z _ , - rim,dssCw"Sfarxlrk%&1bds,1sCAL7W,1 I -------- � . . .............. . ... . ...... __._.____,__._.,__ . . . .. . ..................... ___ ___________,____ ­­­ ­­ --- ­ — Lamp ­ I . ov "I la"cel, . I A I : vriz f - M" on Illsii wwoo, I � .1 "��,_.____ .... - ... ...... .. .......... .......... . __ ... __ ...... � ....... � .......... � ........... � ... __ ... ______ - - I 1, Ordering InfornnatiolrI EXAMPLE: DSXW1 LED 20C 1000 40K T3M MVQI_T DDBTXD EXAMPLE., DSXW1 LED 20C 1000 40K T3M MVI DDBTXD 0 By Others 5 , Filinfli'(35W), 40i Flood nVA I sulis ?lio; I ugiiaw 1 - ESX(20V,r, II 2'5piTo IS - EM42W), 12'SPQZ 6, , -EKNISOVII), 1,W I'l ......... . .. . - W,fIr�!fn!1I . . rr�a, 42'I ,, W-M X 7 III __ 2 - BARPtOl 40"Flood 16 - EVS(421rin, 25^ W. Pl- 9 - FNV(SI W`W. Flood lirsmimilorovair liiso�, : 'r 7* bN,i,sy,, inseri I.- , 3 - FAII(35VA I 1, sperk 17 EYK421011,40' Flood I (OTANUori; T , . . � . 1 4' e,& *70 or I , , 1115110111i UD I . I . I I -35W), 23" N, Flood 6 .. E Split, —_ ­ I I . I � . I . I I I I 11 115=1091 1, �, � I . 4 - I XT(SOINI 11l,Tef`n*l1T1;T`;lM6W'W - Golar,301till'toth.38'elde.2'thirk I .. " ,. I ­­­­­ I . I'll, I � — I - I Oft . , � Standard Finish grass Finish - - .. . .. pt�fmruluurn finish _____..._____.___ �______ -_ - - - 32 sp-rodula _1� = 111111111111111�111111111 � � I 111*1,111*1 1­11 I , , LL!!11___ i !" (.1cut MODUE _ �; 1�� I i Po,i,irder Coat Color :1 Satin � Wirinki. � 11- 11,11, If MAC . I .. .............. I I-, ..... I - ­ SOCKU Tynt* --** --l", � , � , � i � , - - � - � � . . ....... ... ___..______ - - _ "1____.__,_,____,.__11__,i` L_____-_1_._­11 ------- � . .... ........ ... . ...... ­-) , I DDBXD Dark . ARP Arldl EI P-dor ....... � .... I' T ......... ­ ...... . .............. * ..... . * ...... .. .............. . . I.."."" ,, - - � 1___1_1__­____­__­__1_ Shipped included Shipped Installed Shipped 0I Dark DSXW1 LED 10( 1010s 350 350 ri 30K X00 K T25 Type 11 Shipperflocluded Shipped !installed j Shipped I I � , 1JU` ���,,� Allod zirl Posydr, I Cill Old Cntnw WKIIAoi�' L � . I I - . W, � I � " .. _ . ___._..._____.1..1..­1­.1 ...... _____-,___-__,_WC_,-,___,__ ­1 TO I, IiKl HD , ...... I... , - " , ­­­­­ How to Reqixest a Quoll conn, c)s 3$0 M fulls 30K 3000 K T25. Type 11 -idik Ane j",11:, I I WAi Short 120, fblonk) �vial PE Piritoelfstrit 530 530MA . r "' I I E4:0jK_ 000 K 1; li W;W �4 , 1, . Hire- ; I � 82 M.-WrGlarit, CMG #sMG RockyMountainG,anhis �Itl MAN I �� [:�_�� ' : ,c), ­_ -_ ------- _", - ................ ..... .. sircif sondvolisipairsolamurfolensiv*&Mscow lr� , 530 91niA Installed bron?f installed brolize ... _ AM Sierra r I r r.riffi* I ­ ----..-- � ____ __­ Mi I., .. . . ...... ..... ...... �...... ....... I ......................... .................... ... . .- I— ­ ___ — k*60rjme*lnf:ctIlm ?70,704I ;(i�)irf 50K ii0itill K T2M 1pe. 11 208, nouniliq � VOLIA(W Pu ledudoi cipsirsolics MA 9*6 to Asinsim. 2.01 2I)lJD5 - '' ? I Black 1 refur, � eauffir L ___ SO$ sonorahDotertundifuslum ,A,Wa*ModrW.c0ffl r, Shon 1201 tblank) Surfau,! PE 'i 1� " � I 11 .... . ­1'Z.iira.defs!-1I1!!n� ..."ll - - - ----- LZ I � ___j , I'le) 5F )ingle lurv, 1314d, - ,,- i" : r 7OG fell, billion DBUD 700 100 InA SOK 5000 K T2M Typo 11 208, niounlits) 1I bl 5F �,,�,j _1 � .."'."I., " t�ir,f,u,s , ,�, DBLXD Black blailI lytie, (120,277on DNAXD Ndtafill : 20lffis - bial )TIC, , DNAXD Natural — I I AMG AII k1cunl ?7out, 1 - a,kscl ice .Iiki��,.____ " " __ - i,v_ __ - - - ­ ­ -,-- - ­_ ---- _______,__ - - 1000 1000 1IA, AM Med"ll" 240, tie, ' , e',` I - - 1-111-1-1. I - .... .... -�1.111-�'....,-.",-.",�.,-,-�,,�,-�'ll'.11� ­­­­.,­­­ i,emiri Tems. �100K --- -_ - wy), (IWO 4: 4lulnurfurn whill, (C,I,,s,) IN " � . _� C, s . ., . . � itiou, 100�75TI,A AlIABRIC ftfiNn Medium 240' Baw � DMG (I Millen, . AllillAuln Ill Ainixt DN16 0-MAI 11. M - I T3S Type Ill I"') nj phosphor 13S FrIxill 2771 1,61 q ddsil (no OF Doible. tow --I T - -_ � ­ ­ __________�_ -_ I I � Al 277 t 'iturl"l [l At fiBw Sri( All Arl sislill I cam c, � Ties Te.xtttM Forvni, , JI for (rilinei) _ � in 'III mgneo I � "onscrted frioulli recruntelf DWHXD White I ------ �__, ­­­­­­,""", OULWNCILVDICII YES 260 Vidlisly *40, 5I III PA Groul 6A, _______ Ming driter Drel DF RoubliI DWHXD hhune, ionveried Short 347 I clainfols) (10", ,iAr) of AlunIt ....... t SAP - , i Short 3471 " controls! UN, 240 or back, Nirt i "CM ril,i0it,hrit"'. HUG Hlilre, (3-411 I WCP Vje.thl Coppirr back Itol, I I I ! 4iVl t DSSXD -Andstefre I ?,F ''Ir .... ... I .... . .... . .. "'Ir" ­ ­1r1]1­1r ­'r ... 1.1 r ... I, ..... . 11 ... i . ,,J�,!' DSSXD liandstoric i________T_ . PIR 181"fill T3M Type ill 480, qc; t_,. ,- III- PIR Iri'linclucTirl I , i MOS M, ,""'i"'." __ ------ ..... . ..... � .... I .. T3M IYOP, ill 4801 (hirriffiindwi ) HS How side DDBTXD courted Illedurn I - Mirill ril HS N),i �,­�­,,,, DDBTXO ledurein Verde _ I - � �. VER I SGE Itoge, . I WIR W-dwridir..) Medium ainbipfitfil ..... . �. . r : .............................. . ....... ­­.- ­ ­1 I � " ._­Il - entryi I I 114VI � � ............. . �. - ­ ­­ ..... I ­1 .... I ..... . ...... .. I , i . �enl < 15' shleld � iialk I wnsor,�,ls' sh"I.IiI fulk ; � . Alsoin,srobleiARAL Finisher TO OW IV � -/rp,j Opp Irl eliol"I, F-Ii,ir I Nm> r­lII­;,L,'l,:',1cl,-,jl i TOM I xill ; q I Intl ht It r?e fill,,) lit � 1: bIreto I___ ... � - - .... - ............ � ... - ... ­­ . ill.l.�.�....��5.!�!..!��,��i�!..���q-�!i�?-!��.,.,., In) "I - , I 1,11milair SPD riewra. i , SpD �epd ,� :D ... . . Len — — I----- . ' ___ Y "ityruen . I I PIRN 180"Mol WIM MUD cy,fitued PIRH )80"inotioul' 16,3iil BRIM aW_9___Zq � THM Forward i - TFTM ltl�;Nlirf; duribintlight L! . � iffibivi light pfoi(Illon, _:�� 10 - sjom,id, 12 - ,,oft'.'Mal 13 it"Ohol � I 1 pow'ou, I', a, k . 11 Throw sei isor, 15-3ff ,!­­ . ,:N - 11 scrisiff, 15-3v � rr.t.... frin, DNAUD l,ioi; 'Adr,;r� MI ONADW Wiliterl . Willa Shipped "l*ij 'TI � I Shipped fralud Shielding ---.----------,-- -_­- - - ----- - --- -- - - ---..---... - ......­­-.1 Wrilif 11Wgcflq separately ASYDF hsytn- ELM brierriell I separately ,floarldon 11 - Honisycorriblisafthel ASYOF Asp ., �)IT,TtPl battery bi(fitip I 8sw M'd irit,r- intinw. "I' "', ElSw Bird dI pii int,11 I DAI It., ul,I (includo wer, fetn �pike� DWI lextrim, cap , rcill Spikes .IT .STY1 --I',------- ______ -I 1._______1__._1_____111___ I , dl.flu)e nal forripi I Will . dooll no! =I'll. "Vitne W6 . re [:T___1Uj1D D - 45` E - W lifir , WG 10r�'qijded ' P.1K.1oluse'l., Wife gliNd DSSTXD Terturld ;_L , [)SSTXD Thium I % Vx1dal VG Viffidal 111116I ! wrislon" 0, ald I liplic - A,,i)r),,6,,o­ll l'T,�',l**u",)a,r,I,, I , DDI, WustA I Da posilk"d dol 1 dropkit" LAMP DATA Rated Beam Boom .— — i I __ "I-MI-NO-11�1--ll-tamp.-Wotto"- ___._____P 411L Lit* jbkrrj____CVntQr_PoiM qondLm�PAW-----Aoglo--------Iypk--- 0191WIL . ..... I - _­­_11­_­._._ -_ _2_0_ __.- ..... .. .. _JS_X,__, .- , , - � tirlM___'_,___,2 ,�0(19,---�--.--,,----.-!?L—,---�� NOTES NOTES 2 20 BAB 4,WO 500 40' Flood � I silvoJ dill QFI on any ties, ,rol from 120-277VOWCO H4, Spildir, 120,206, 240 or 277 opoons, .nI when .rchiring wrthIhn; (SE . 1 �,IV(���,Td,..,.po,at�ao�wyli,,e,o;u�*fmi,120,V7V�SW�Oiia�,51>�c,t-f!20,208,24G.,277.pti.��.�ly,,ho�ord�,ing�i�,wn�,.F-, 1 , � '', 1 3 35 FREI 12, Spot . 119 ­1�4,:'45' ,`��1 &;",i� - 11 - ---I- � , DF priti-fill, ., phainc-n6i (PE opticiq 11 DF w.ionl or photo, , N 11 , 4 35 FRA ��, i,,:� R !��t��,,,,lj,iia �i ;,n� � �,. I , ontrol pE isp,i­). . I ressories : I . " "K .Y,� a , . �:­, , I � _,,pIi"1_ri­,-­� . ..... ��,',,, , �, zi ii-�"','V,114 ,Wi�,,- ,tv� , ­ __1 2 Only i4i with 20I IOI n, ICOOI Not available MR, PR ii, Pl", = I 1 2, O�v.a,,ail,l,t.Y,Tth�W.,7LIOmAwl(MMA.Ndt,).Ai",,�I PffirtePIRK I " a=,* 5 35 FMW Blow Flood 3 liack bm ships Install on flitutal,. Cmnot I itiold i.stillod. cmnot be ordarsid'i ifoori", 'S ell Lox shins installedirl P.t.se. Cannot h. F.Wnstalled. Culiiiftbi,. odifteld at anaceiral — 4 Photmortral (PE) niquirli,, 120.208,240,277 or 347 voluilto option. Not availl. *ith mot)oIllamblera ,ghtiolitors (PIR or PIRK 0501's u riclnl,,�rk s4sigili K, Iiiii el 4 ithotocontof (pEJrscpl 120,208, Z40, 277 or W -'t" op6oll� Not wilable isech snothonitininbsont light, stirsil IPIR or PIRI-11. mili ,loi-lo'llillia 01-W Nist'nipsio 15 42 EYR 5.000 7.500 '12" _§� � 5 PUT *�,cil uha S-i, ' -, it 1, SRGR I 0 00P control; Pil spinAlls ths, $erilo, S.t.-I'SAGR-6 o0p control; fee Mw it,, s""o, 6--id"I , 5 PR siredrills, ill 5.nsc,sl,iil SOGR I 0, 00 p C-trol PI snedRes do, S.- S,,,ri,T2, sryit(4, Ocsit coryl No. lol.*-, -S': l,,T.I (�, l:j, to, clor"I Iii il.0,10.,tisit'skits 16 42 EYS 5.01(to 2,600 25, Narrow Flood fte�� NOTE: , , - 'or (r)(Wilsw u enda'"onal distut s� Includes linsburt light senior Not will with "PE" option (button A" thortocell). DIMmins; drivor surridlird. Not amiliabit, 'Nith �0 &,tals. Indird,i,ii ambient fight sirn� Not avail" Mth " I Wzw, (WI typs, photoo,ilh. Diossaill dr­r stardwd. Not ­Oilble mth 20 LED/1000 .A confifivitil l0l LED 20C 10001. milliniAlu lihs, III aro,i;wy LE I1O00mAconF9ijrarub,rr4W LED 20C IOI Osxmwfiu Wkstatil-sistry 17 42 EYP 51.000 1,104D 4(r Flood 6 Cold "athfir (�Z)Cl rated. Not compatible vAth conduit rintry, .riplicart.rat. Nott .Wlibta ,Ath 88W mrsoli optorl. Not assume .rh fiitiol 11TAW I V ti u Y'n" qwd 4,itsstiny s Coln nloadw (,M rated, Not conniolunk with corl entry appl-tions, Not awilable,40h iSsAirrourting oprior. Not in,mi anitt witr, firsirg. 9141(yin"I '4rft,!5.r"coWrY 6 50 EXT 5,000 9,800 13, Spot _ Emingstincycornp-I locti in back bolr imsins. Eireffil mode IES Moll locabild on product potgo ak."..... !VTQrstar imp Eirle,quiricy ccl�rrcor,I local In blicit li:� housing. Emergency modo IES filas locstard vi product page fri ,Q1W,o�j,pop 7 50 EXZ 9­000 3,200 M Narrow Flood FIXTURE!5HOHN ON THI5 5HEET 15 FOR REFERENCE ONLY 7 S,ng[6fu,,,(Sr�,vq,,i,�l�0,277Qr347-it�g..pti-.D.�blef�(OF)mq.;,w2w,240v480-m�.9e.p�m-N.to�.il.bi..ahELCW 7 single "tSirinnill 120,277 or347 "Itaii., option. Doubbilvai (DI nitiouirss 208,243or480 voll opilor. Nat iivil1alclo,ith EI.CsV --4k,Muwgaimmwml- Im -7 _� , , '77 , -, rd. " ,ill , "" - - ��� r __�_____E======== I 7d-llelwl I 7d,',,i,, 11­1� E��� r_ wmwww___--.A L_���� law" - W ­11 In PO, 11 4Vft* L--I-i I F3 I - - I" V111*""""""`� I " I - �' I_ . - , , , - .- A I i i ! I ,,, 11 , - - �" 111"', i0i I =9 ii 7 77 V 8 Alw��aiWbltatdit,pa,al.oackv"o,y,,,eeAgt��es;�f.�tion, E A�o,kvoiiablowas"mtewce�y;mAcc,l.,imi�fo,,�a�m. 8 50 EXN 5,G00 1,600 4G1 Flood SEE AGTUAL FIXTURE 5CHEOULE EL5E HHERE IN TH15 9 Sin, thf,olociri.tsecul Pago 3 forrol.oll 9 St. thoolocturicillsoctionon page 310, rolodatoild 9 so FNV 5,000 700 60' Wide Flood 00GUMENTS FOR ACTUAL 6ATAL067 NUME3EP, AND DE56RIPTION. � "....... ...1.1.1-11.1111111.1'.. . . 11 .11'... 1. .­­ ... 11 ........... . ............ � ....... .. � .... I'll ......... . .. .. .... - ... .1-.11-1- I I I . 11 .... .. 11 ...... 11 . ....... I.I.-.1-1 ...... � ...... . I I � I ­­ I .... I 11 . ... ... ­­­-, ..... ... "I '"''..'r'..' . .1 .1 I I I ­ I .. ..... ................ ­ ­ . .... ..... ­ , ­r, ", I I I � ....,­.."," ................ . ............... - I..", - I �, . I I � � I � . - ­­ 1 40429 %10t%ad, Mittel : Madera, CA 93636 . USA � SUBMIIIIAL D, ' ' 00 FAX 514.438.5900 % 4-25-11 AFA ilmovivIA One LjLh.nifs Wai, - Conyort, Gal KV2 - Phoirm., SW.V.792041 - Pax 710.918.1209 - mviv.1ith4mia i�,�),,- "rAIII One. Lithortia Way - Conyels, G.ri.,firfIn 30012 - phone,! 800 279 80,11 - Fair IM91'8.1 M_ - -hlrl,�!illi l�:om to " _j ,.__., wistw,loklightlefil,clorrin - InfoObldightura.com 3 V` AW j fA Llopml-"T.1,N.G 43 ­ � .14;"rfjV,M, C'2013,?C)14A�,,,itybr,i,,,,151.i,jl,l��g,lRc. Afifif4fircirk.sisy"I 4141Z.Aff%AlI 0 2013�2014 Ac,,[ty Brands Lighting, Inc, All rights rolloryod, 0611 00113-Afret rclirl elsor"s"T'so. NFORA111101", or &X WHMI ll "'N's in I 09 ` lllsl`��1111`* lylltS NOY WWI A." ITCH11, TO fil,liflODUCL )ISCILCI ITS C01"I OR TO MANurAC71)(i USE. Oft SI ANYTIIING er MAY I � --WOI of'ICisel Rri'voixil PIK; ING INC is 5-K, ,,'�W,�f.bg:;��.11�TH�fTWF�KK,WTIT,KAInF"MU'VrtOP��if lit'I1,111 pyronsArx*h N&O I I � I 11 CHEHAYEB I ASSOCIATES, INC. CONSULTING PROFESSIONAL ENGINEERS _____ 3702 AZEELE - ST. _===ZZ:4DT (813) 876-1415 TAMPA, FL 33609 1 (fax) 876-0913 11 - - LIC. #49521 SOUH L AYEB I #7340 18_ 5 , #1 I — VVV­VV 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Pti.727.815-3336 Fax 727. 815. 3337 EVIC , , 1, "", V.<� � 'PrI I 1 907 S, FT. HARRISON AVENUE SUITE102 UEAR'K.ATER. FL 33756 -10 777-210 __ I , , TO TWE BEST OF T14E KNOWLEDC*F. OF I I NE ARC141TECrS AND MNEERS, PLANS AND SPECIFICATIONS OMPLY WIT14 T14E APPLICABLE MINIMUM BUILDING4 CODES AND T14E APPLICABLE MINIMUM FIRE , � SAFETY STANDARDS '�OUHEIL CHEHAYEB, P.L � !-1 Lic(�i), I N(� dl,15'� I Y Cl) a O. LL Q) CL U) 0 C) ti co T- C) C14 117 C6 z 1� LL ui 3: 0 a. 0 z z p 04 w a cQ to CY) 00 co a. al NOTE FOR ALL 5C-fi?IC-5 RA TE12 EQUIPMENT (PER 2014 N.E.G. SECTION 110.22 AND 240.86 (5) 4 (C) WHERE CIRCUIT BREAKERS OR FUSES ARE APPLIED IN COMPLIANCE WITH THE 5ER.IE5 COMBINATION RATIN65 MARKED ON THE EQUIPMENT BY THE MANUFACTURER, THE EQUIPMENT ENCL05URE(S) SHALL BE LEGIBLY MARKED IN THE FIELD TO INDICATE THE EQUIPMENT HAS BEEN APPLIED WITH A SERIES COMBINATION RATING. THE MARKING SHALL BE READILY VISIBLE AND STATE: CAUTION -- SERIES COM51NATION SYSTEM RATED ---K AMI E 5. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED AS A PART OF THE MARKING ON THE PANEL IT SHALL AL50 IDENTIFY REPLACEMENT COMPONENTS REQUIRED. NI IA 01 O ROUND I NO DETA I L SERVICE NOTCeE- EQUIPMENT THE INFORMATION 5HOWN IN TH15 DETAIL SHALL BE CON5IDERED AS THE MINIMUM ` REQUIREMENTS, AND SHALL Nam' Y NEUTRAL BUS EQUIPMENT BE REDUCED WITHOUT WRITTEN 6ROUNO BUS APPROVAL FROM THE ENGINEER OF RECORD. BUILDING FULL SIZE GROUND STEEL CONDUCTOR. 20'-O" EXOTHERMIC WELD (TYPJ M� INIMUM� METALLIC UNDER GROUND (MINIMUM 10'-0" LONG) Q FULL 51ZE WATER PIPE - BOND WITHIN 5'-0" AFTER ENTERING BUILDIN& U CONDUCTOR ELECTRODE ENCASED IN I MIN. 2" OF GONGRETE F 3/4" x 20' COPPER (SEE NOTE #4) y�� CLAD GROUND RODS. FULL SIZE GROUND I " I CONDUCTOR E wm, N 1. FULL 51 ZE 6ROUND MEANS THAT GROUND CONDUCTOR 51 ZE SHALL BE A5 5H0M ON SERVICE T EQUIPMENT ON THE POWER R15ER DIAGRAM. 2. AFTER GROUNDING SYSTEM 15 INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO A55URE THAT GROUND VALUE OF 10 OHM MAXIMUM RESISTANCE 15 ACHIEVED. IF NOT, ADDITIONAL 6ROUNOIN6 SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE. 3. ALL CONNECTIONS TO &ROUND R005 SHALL BE EXOTHERMIC WELD GONNECTION5. 4. 6ROUND CONDUCTOR SHALL BE LOCATED WITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION OR FOOTING THAT 15 IN DIRECT CONTACT WITH THE EARTH, AND SHALL CONSIST OF AT LEAST 20 FEET OF ONE OR MORE STEEL REINFORCING BARS OR RODS OF NOT LE55 THAN 1/2 INCH DIAMETER, OR OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR. P14A PANEL 5G DULE LEOEND A/A3 = HVAG LOAD K# KITCHEN LOADS (1,2 OR 3 CIRCUIT) LA-3 = LI&HTIN6 LOAD M/M3 -- MISCELLANEOUS LOAD R = RECEPTACLE LOAD F/F3 = REFRIGERATION LOAD W/W3 = WATER HEATER UN3 = U5ER SPECIFIED LOAD X = EXCLUDED, NON -CONCURRENT LOAD. (HVAG LOADS ARE NOWCONGURRENT, TOTALS BASED ON H16HER VALUE. DE,51 ONATIQN 16 = ISOLATED GROUND GIRGUIT GFI = GROUND FAULT INTERRUPTER C# = CONTACTOR CONTROLLED (#) INDICATES CONTACTOR NUMBER PG = PHOTOCELL CONTROLLED R# = CONTROLLED BY LOP. (#) INDICATES RELAY NUMBER SF = SUB -FEED BREAKER NB = NEW BREAKER TO MATCH EX15TIN67 IN TYPE, STYLE AND AIG RATING. 01 1^lI ill NO DETAIL D u CONNECT TO 120V., DST = '* 20A CIRCUIT WITH //-- "SAMPLING TUBE LOCK -ON HANDLE EQUAL TO WIDTH OF GENERAL NOTES: RETURN AIR DUCT RT """"� T I. DUCT DETECTOR 4 MULTI-516NALIN6 ACCESSORY la---,._,., ---- ----�� MODEL NUM5ER5 ARE FROM 5Y5TEM 5EN50R. 2. ALL EQUIPMENT AND INSTALLATION SHALL COMPLY D R WITH THE LATEST LOCAL CODES. E KEY NOTES: 3. SMOKE DETECTOR TO BE SUPPLIED BY ELECTRICAL CONTRACTOR TO THE MECHANICAL CONTRACTOR FOR T O RETURN AIR DUCT AND/OR SUPPLY AIR DUCT. SEE FLOOR PLAN INSTALLATION INTO DUCT. E SHEET FOR LOCATION AND QUANTITY. COORDINATE WITH MECHANICAL CONTRACTOR 4. ELECTRICAL CONTRACTOR TO PROVIDE, V41RE AND TEST OPERATION OF DETECTOR AND NOTIFICATION ,r V 2� CONTROL RELAY FOR SHUT DOWN OF RTU'5. DEVICES. T ® SYSTEM SENSOR V4120 PHOTOELECTRIC 120V AC SMOKE 5. UPON ACTIVATION OF DUCT SMOKE DETECTOR THE O DETECTOR. DUCT SMOKE DETECTOR SHALL BE FURNISHED BY HVAC UNIT SHALL SHUT DOWN. PROVIDE ADDITIONAL RELAYS REQUIRED TO ACCOMPLISH ELECTRICAL CONTRACTOR, INSTALLED BY MECHANICAL THI5 TASK. CONTRACTOR IN DUCTWORK AND WIRED BY ELECTRICAL CONTRACTOR. V 5Y5TEM SENSOR RT52--AO5 REMOTE TEST STATION WITH STROBE PHOTOGELL/T I MEOLOOK CONTROL D I ADO RAM T PHOTOCELL Y F -1 FAGIN& NORTH J I At,,,i A TIME CLOCK EQUAL TO L" M-32 M I TORK 12OV. T #`1200ZL. L CIRCUIT �-"+� I--�--I--"-�" CIRCUIT �--♦-+--"-"-" "-"�► FROM TO LOADS FROM TO LOADS PANEL PANEL --"---► GONTACTOR : PC -ON, TG-OFF GONTAGTOR : PC -ON, PC -OFF NO 5CALE NOTE: TIME CLOCK SHALL BESET FOR "ON" AT 4:00 PM AND "OFF" AS DIRECTED BY OWNER. THESE 5ETTING6 WILL ALLOW THE PHOTOCELL TO PERFORM THE "ON" FUNCTION OF ALL THE EXTERIOR L16HTIN&, AND ALLOW FOR TIME OVERRIDE TO SHUT OFF PRE -SELECTED LI5HTING AT OWNER'S 015GRETION. NOTES O (2) 5ET5 OF 3" CONDUITS WITH 4 - #4/0 CU. IN EACH. y O #1/0 GU. GROUND. SEE GROUNDING DETAIL ON THI5 SHEET. 0 400 AMP SELF CONTAINED METER ENC1­05URE, FURNISHED, INSTALLED AND WIRED BY E.G, PER POWER COMPANY SPECIFICATIONS. PROVIDE OPTIONAL KIT A55EMBLY AS REQUIRED TO TERMINATE FEEDER SHOWN IN RISER DIAGRAM. COORDINATE WITH METER MANUFACTURER PRIOR TO ORDERING. ® TWO SETS OF 2-1/2" CONDUITS WITH 4 #4/0 GU., 1 #1 E.G. IN EACH. O 3-PH., 4-W, 5ERVIGE ENTRANCE RATED, NEMA 3R, 400A, FUSED DISCONNECT, FUSED AT 400 AMPS, HEAVY DUTY, 5WITCH WITH 50LID NEUTRAL, CLASS 'J FUSES. D15GONNECT SHALL BE LOCKABLE IN THE ON OR OFF POSITIONS. © SERVICE CONOUGTOR5 DOHN THE POLE TO SERVICE BOX BY UTILITY COMPANY. 120/208V., 3-PHA5E, 4-WIRE POLE MOUNTED TRANSFORMERS. ® L16HTNIN& 5URGE SUPPRESSOR. EQUAL TO SURGE 5UPPRE55ION INC. 5TM-W3OD-3YI-P (120120&1, 3-PHASE, 5 WIRE) WITH FLUSH MOUNTED PLATE. 5EE WIRING DETAIL THI5 SHEET. 0 PHOTOCELL (120V) MOUNTED ON ROOF FACING NORTH. 10 ELECTRICALLY HELD 4 POLE LIGHTING CONTACTOR 'CI' TO CONTROL EXTERIOR LICHTIN6. EQUAL TO SQUARE 'D' #LF-40-V02. II TIME CLOCK FLUSH MOUNTED. SEE DETAIL THIS SHEET. 12 PROVIDE OVERRIDE TO OFF 5WITCH. MOUNT NEXT TO PANEL AND LABEL ACCORDINGLY. N4A 0-\ AVAILABLE FAULT CURRENT AT THE TRAN5FORMER 15 41,100 AMPS MANUFACTURER: SQUARE 'D' - PANEL: M LOCATION: SEE PLANS SPECIAL:. WITH FEED TH:RU LUGS PANEL TYPE: PANEL BOARD FED FROM: DISCONNECT 1201 208 VOLTS 3 PHASE 4 WIRE/SOLID NEUTRAL AMPERE BUS 400 AMPERE MAID[ 400 22K INTERRUPTING CAPACITY (AIC) RATER SERIES: _ FULL A MOUNTING: FLUSH X SURFACE _ MAIN TYPE LUGS No. I KVA NOTE WIRE GND COND Desuiption LD BRK A B C BRK LD Dmrlplion WIRE GND COND NOTE KVA Na 1 8.1 - 3#3 1#8 1-1/4" RTU•1 A3 A3 100 15.0 15:0 15.0 1.0 1.2 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 1.2 0.9 0.5 0,5 0.5 60 A3 RTU-2 3#6 - 1#10 1'" - 6.9 2 3 8.1 - A3 6.9 5 8.1 - A3 A3 - 6.9 6 7 0.6 - 2#12 1#12 1/2" AUTOMATIC SLIDE WINDOW M 20 20 L INTERIOR LIGHTING 2#12 1#1Z 1/2" 0.4 8 9 0.4 - 2#12 1#12 112" MAINTENANCE RECEPT M 20 20 1 L EXTERIOR LIGHTING 2#'IZ 1#12 12" C1 0.8 10 111 1.7 - 2#12 1 #12 112" BP-1 M 20 20 L EXTERIOR WALL PACKS 2#12 1 #12 12' Ct 0.6 1 12 13 0.0 - - - - SPARE 20 20 SPARE - - - - 0.0 14 15 0.0 - SPARE 20 20 - SPARE - - - - 0.0 16 17 0.0 - - - SPARE - 20 20 - SPARE - - - O;0 18 19 0.0 - - SPARE - 20 20 - SPARE - - - - 0.0 20 21 0.0 - - SPARE - 20 20 - SPARE - - - - 0.0 1221 23 0.0 - - SPARE - 20 20 - SPARE - - - - 0.0 24 25 0.0 - - - SPARE - 20 20 - SPARE - _ - - 0.0 26 27 0.0 - - - --w SPARE - 20 20 - SPARE - - - - 0.0 28 29 0.0 - -- SPARE - 20 20 - SPARE - - - - 0.0 30 31 0.0 - - - SPARE - 20 20(L) M THE CLOCK POWER 2T#12 1#12 12" - 0.4 32 33 0.8 - 2#10 1#10 3/4" 10RECEPTACLES R 20 20 M MAINTENANCE RECEPT 2#12 1#12 1/2" - 0.4 34 35 0.4 - 2#12 1#12 112" ^-PAT DUCT SMOKE DETECTOR M 20(L) 20 L SITE LIGHTING 0 t) () C1 0.5 36 37 0.0 - 4#10 1#10 3/4" SURGE SUPPRESSION 30 f� L Cl 0.5 38 39 0.0 - 20 L SITE LIGHTING (`) (�) f') C2 0.5 40 41 0.0 _ L C2 0.5 42 LEGEND/NOTES: 20(L) = PROVIDE HANDLE LOCKING DEVICE FOR THIS BREAKER GRAND TOTAL 0.0"" " 0.0 0.0 16.9 1 17.9 118.7 PROVIDE PLAQUE AS FOLLOWS FOR EACH NEW PANEL: PANEL _ A.I.C. RATING SERIES ❑ FULLY ❑ VOLTAGE PHASE, AMP FEEDER OCPT,WIRE TYPE-CU❑ AL❑ SOURCE PANEL FEEDER TYPE - UPS ❑ GENERATOR ❑ NORMAL ❑ UPS/GENERATOR ❑ CONNECTED LOAD KVA: 53.5 W SERVED STD, DEMAND FACTOR (1.0): 49.7 BY XFW I KVA -I- LTG DEMAND (1.25 LT0): C8 + KITCHEN DEMAND: 0.0 TOTAL DEMAND KVA: 54.5 DEMAND AMPERES: 151.1 KITCHEN MULTIPLIER PER NEC 2014 TABLE Z20.56 -umm - - PANEL :j,g� A.I,C. RATING 2Z SERIES X FULLY ❑ I IVOLTAGE 120 248, PHASE .J, AMPS FEEDER OCP ZM,WIRE 4#3/0. 1#6 G. TYPE -CUB( AL❑ SOURCE PANEL:QP' FEEDER TYPE - UPS ❑ GENERATOR ❑ NORMAL )(UPS/GENERATOR ❑ N44A INSTALLATION D I AORAM 5UR6E -5UPF RE5 OR WIRING NOTES: 5URGE SUPPRESSOR u BREAKER. I. WHERE A 5UR6E WPPRE55OR 15 CONNECTED TO A BREAKER IN A PAWAWARO OR A DISTRIBUTION PANELBOARD THE LEAD LENGTH FROM SURGE SUPPRE550R THE BREAKER TO THE SUPPRESSOR SHALL BE KEPT TO A MINIMUM. AND THE 5UPPRE55OR SHALL BE i MOUNTED ON THE SAME 5112E AS THE BREAKER SERVIN6 THAT 5UPPRE550R. ALL BREAKERS FEEDING SUPPRE5510N UNITS 5HALL BE PANEL PROVIDED WITH LOCK ON HANDLE. TYPICAL S 2. THE DISTANCE BETWEEN BREAKER (IN PANEL U POWERING 5UR6E 5UPPRE55OR UNIT) AND THE 5UR6E WDPRE55OR UNIT SHALL NOT BE MORE p THAN 12", NO EXCEPTIONS. p NOTICE CONTRACTOR 514ALL BE RESPONSIBLE FOR PROVIDING ARC FLASH LABELS AS REQUIRED BY NFPA -10 (NEC) 110.16, AND PER50NAL PROTECTIVE EQUIPMENT (PPE) RATIN6 PLACARDS PER NFPA 70E FOR ALL 5WITGH6EAR. EVALUATION OF HAZARDS SHALL BE PROVIDED BY THE SELECTED GEAR MANUFACTURER AND THE 50MITTED SHOP DRAWING PACKAGE SHALL BE BASED ON THE EVALUATION RESULTS. N41,A EXTERIOR ICI INTERIOR FAULT CURRENT AT THE SERVICE 15 LE55 THAN 21,000 AMPS POWER RISER DIAGRAM NO 5CALJ-: "MWIN I I PANEL Tr- 10 'M' LFG 'GI' (TYP.) 12 LIG 'G2' 8 FINISHED P49A CHEHAYEB & ASSOCIATES, INC. CONSULTING PROFESSIONAL ENG ERS 3702 AZEELE ST. (81) 876-1415 TAMPA, FL 33609 (f6) 876-0913 LIC. #49521 SOUHEILJ-35 C H Y ERT. #7340 1 N. , SECTION 16010 - GENERAL PROVISIONS 1. GENERAL 1.01 The following are minimum requirements and shall govern, except that building laws and/or drawings shall govern when their requirements are in excess thereof. 2. DRAWINGS AND SPECIFICATIONS 2.01 The architectural, mechanical, electrical and equipment drawings and specifications are hereby incorporated into and become a part of this Division. This Contractor shall examine all such drawings and specifications and become thoroughly familiar with provisions contained herein and the submission of his bid shall be construed as indicating such knowledge. 2.02 Electrical drawings are diagrammatic and are intended to show the approximate locations of equipment and piping. Dimensions given on the plans shall be verified in the field. Drawings may not be scaled to obtain exact dimensions. 2.03 The exact locations of apparatus, fixtures, equipment and conduits shall be ascertained from the Owner's representative in the field, and the work shall be laid out accordingly. Should the Contractor fail to ascertain such locations, the work shall be changed at his own expense when so ordered by the Owner. The Owner reserves the right to make minor changes in the location of conduit and equipment up to the time of installation, without additional cost. 2.04 The electrical drawings and specifications are intended to supplement each other and any material or labor called for in one shall be furnished and supplied even though not specifically mentioned in both. Labor and/or materials neither shown nor specified, but necessary for the completion and proper functioning of the system, shall be provided by this Contractor. 2.05 The work required under these specifications includes all labor, materials, equipment and services necessary to provide lighting and power systems, service entrances, motor controls and connections, branch circuiting, feeders, panels, fixtures, wiring devices, and other items shown on the plans or specified. 2.06 When the specification of an item is not identified with a particular area, the item shall pertain to all areas. 2.07 This Contractor shall furnish such labor and materials as hereinafter specified and as required to complete all electrical connections in accordance with the manufacturer's requirements for all mechanical equipment and Owner's equipment as shown and/or specified. 3. EXAMINATION OF SITE 3.01 Bidder is to visit the site and familiarize himself with existing conditions and satisfy himself as to the nature and scope of work. The submission of a bid will be evidence that such an examination has been made. Later claims for labor, equipment of materials required, or for difficulties encountered which could have been foreseen had an examination been made, will not be allowed. 4. DEFINITIONS 4.01 "Install" shall mean to place, fix in position, secure, anchor, wire, etc., including necessary appurtenances and labor so that equipment or installation will function as specified and intended. 4.02 "Furnish" shall mean to purchase and supply equipment or components. 4.03 "Provide" shall mean to "furnish and install". 4.04 "Or approved equal" shall mean equal in type, design, quality, style, color, etc., as determined by the Engineer/Architect. 5. INTERFERENCES 5.01 It shall be the duty of this Contractor to report any interferences between his work and that of any other Contractor to the Owner or Architect as soon as they are discovered. The Owner or Architect will determine which equipment shall be relocated regardless of which was first installed, and his decision shall be final. 6. MATERIALS AND WORKMANSHIP 6.01 All work shall be installed in a practical and workmanlike manner by competent workmen, skilled in their branch of the trade. 6.02 Unless otherwise specified or indicated on the drawings, all materials shall be new and free from defects and shall be the best of their several kinds. 6.03 All material and equipment shall meet or exceed standards specified by UL, NEMA, ANSI and IEEE wherever such standards have been established. 6.04 From time -to -time during the operation and at the completion thereof, this Contractor shall remove all debris and excess materials caused by his work and he shall leave the area of the operation broom clean. 6.05 All electrical equipment and material shall bear the Underwriter's Laboratories label. 7. SUPPORTS 7.01 This Contractor shall furnish and install all angle iron, channel iron, rods, supports or hangers required to install or mount panelboards, switchboards, or any electrical equipment called for on the plans, in these specifications, or as necessary to mount any piece of electrical equipment, material, or device. Conduit, fixtures, or any electrical devices shall not be supported from steel deck, bridging, ceiling, or ceiling support wires. 8. TEMPORARY CONSTRUCTION POWER AND LIGHTING 8.01 Sufficient temporary power, during construction, for heating, lighting, appliances, or motorized portable equipment shall be provided by the Electrical Contractor. 9. CODES, LAWS, PERMITS AND INSPECTIONS 9.01 Install all work in full accordance with codes, rules and regulations of municipal, city, county, state and public utility, and all other authorities having jurisdiction over the premises. This shall include all requirements of the City Building Code, regulations of the State Department of Industrial Relations, OSHA, ADA (Americans with Disabilities Act), and the requirements of the National Electrical Code, as interpreted by the Local Inspection Division. All these codes, rules, and regulations are hereby incorporated into this specification. 9.02 Comply with specification requirements which are in excess of code requirements and not in conflict with same. 9.03 The Contractor shall secure all permits and certificates of inspection incidental to the work, required by foregoing authorities. All such certificates shall be delivered to the Owner in duplicate, before final payment on contract will be allowed. The Contractor shall pay all fees, charges and other expenses in connection therewith. 10. FIELD CHANGES (AS BUILT DRAWINGS) 10.01 Keep one (1) set of working drawings and shop drawings at the job site for sole purpose of recording all changes made during construction. After completion of the work and before requesting final payment, the above mentioned drawings shall be delivered to the Owner. 11. LABELING AND NAMEPLATES 11.01 Permanently label transformers, switchboards, panelboards, time switches and safety switches indicating equipment or panels and areas which they serve. 11.02 Lighting and appliance panels shall be labeled as shown on drawings. 11.03 Electrical Contractor shall furnish and install identification for pull or junction boxes furnished by him. 11.04 Identify as to use on face of equipment by means of laminated black and white phenolic label with 3/8" letters engraved through black to white. 11.05 Materials A. Nameplates: Engraved three -layer laminated plastic, white letters on a black background. 11.06 Installation A. Degrease and clean surfaces to receive nameplates and tape labels. B. Install nameplates and tape labels parallel to equipment lines. C. Secure nameplates to equipment fronts using screws, rivets or adhesive. Secure nameplates to inside face of recessed panelboard doors in finished locations. D. Mark every junction or pull box cover plates with the circuit number(s) of all wires contained therein. 11.07 Wire Identification: A. Provide wire markers on each conductor at terminal strips and at final line and load connections. Identify with branch circuit or feeder number of power and lighting circuits, and with control wire number as indicated on equipment manufacturer's shop drawings for control wiring or as drawings indicate. B. All wires shall be color coded. Color code branch circuit wiring as follows: 1. Three Phase System: 120/208V Phase A Black Phase B Red Phase C Blue Neutral White Ground Green 2. Switched Wires: Other than colors listed above 3. Travelers Between 3-Way Switches: Purple 4. Isolated Ground: Green with Yellow Stripe 12. GUARANTEE 12.01 In addition to guarantees of equipment by manufacturer of same, this Contractor shall also guarantee equipment provided by him and shall be held for a period of one (1) year to make good any defects in material and workmanship occurring during this period, at his sole expense. This one (1) year period shall start from the date of final acceptance by Owner. 13. SCOPE OF WORK 13.01 Furnish all labor and material necessary to complete the electrical work shown on the drawings, specified herein or required to complete the construction of the building as shown. 13.02 The listing herein of article or material, operation or method, required to be provided and installed by the Contractor (unless noted to be supplied by others) shall be of quality or subject to qualifications as noted. Each operation shall be performed according to standard practice, manufacturer's instructions, and conditions stated, providing, therefore, all necessary labor, equipment and incidentals. 13.03 The electrical Contractor shall schedule his work to conform to the progress of the other trades and Contractors employed on this project. 13.04 The electrical work shall include but is not limited to the following: A. Complete power and lighting distribution systems including panels, as shown on plans. B. Complete branch circuit wiring system. C. Temporary electric service as required for construction. D. Testing of all electrical equipment. 14. MANDATORY SHOP DRAWINGS 14.01 Submit a minimum of five (5) copies of all required electrical shop drawings. 14.02 Shop Drawings shall be submitted for: Switchgear and surge suppressers All Lighting Fixtures All Wiring Devices END OF SECTION 16010 SECTION 16100 - BASIC MATERIALS AND METHODS 1. CONDUIT 1.01 All wire shall be run in accordance with the applicable codes in corrosion resistant, rigid, threaded, metal conduit or electrical metallic tubing (E.M.T.), unless at specifically stated herein. A. Conduit below first floor slab, exposed to weather, or underground shall be rigid, threaded, galvanized, heavy wall type. B. Carlon PVC, Type 40 heavy wall conduit with ground wire may be used underground below floor slab or pavement in lieu of rigid, threaded, galvanized conduit. PVC schedule 40 conduit shall not be run in or above first floor slab. PVC conduit shall terminate below floor slab with rigid, threaded metal conduit adapter. Conduit above slab shall be metal. C. A ground conductor shall be supplied in all conduits and raceways. The ground conductor shall be copper, and sized per the N.E.C. or as shown on drawing, whichever is more stringent. D. PVC conduit run beneath areas subject to heavy vehicular traffic such as commercial parking areas, drive through, etc. shall be concrete encased. This conduit shall compl with NEMA TC-6 and -8 (Power), TC-10 (Telephone), ASTM F512 (Concrete Encasement Applications and UL-651 (Standard). E. PVC conduit used between lighting standards shall be Carlon Type 40 min. and comply with NEMA TC-2, TC-3, and UL-651 (Standard). 1.02 Conduit and E.M.T. shall be delivered to the building in 10-foot lengths and each length shall have the Underwriter's Laboratories label. 1.03 Conduit and E.M.T. shall be run concealed in all finished areas of the building. 1.04 E.M.T. connectors and couplers shall be set screw type made of die cast as manufactured by Thomas & Betts, Steel City, or Appleton. Bends and offsets shall be made with a hickey or power bender without kinking or destroying the smooth bore of the conduit. Paralleled conduits shall run straight and true with offsets uniform and symmetrical. Conduit terminals at boxes and cabinets shall be rigidly secured with locknuts and bushings as required by the National Electrical Code and local electrical code. Insulated bushings shall be used on all conduit 1-1/4„trade size and larger. 1.05 Conduit shall be securely fastened in place at no more than 8-foot centers, and hangers, supports or fastenings shall be provided at each condulet, elbow and at the end of each straight run, terminating at a box or cabinet. Conduit shall not be suspended from the ceiling or ceiling suspension wires. 1.06 Horizontal and vertical conduit runs shall be supported by one -hole malleable straps or other approved metal device with suitable bolts, expansion shield or beam clamp for mounting to building structure or special brackets. Conduit shall be supported from structural steel or joist and independent of other piping. Do not support conduit from metal roof deck or any other support device of another trade. 1.07 Armored cable (BX) or nonmetallic sheathed cable (Romex) shall not be used. 1.08 No aluminum conduit shall be used. 1.09 Only short runs of flexible metal conduit not over 6' in length and having a ground conductor, shall be used for terminal connections to motors and also for electrical equipment where it is not practical to make final connection with rigid conduit. Flexible conduit exposed to weather shall a Sealtite. 1.10 Exposed conduit and conduit in ceiling space shall be run parallel to the building structure. 1.11 Conduit system shall conform to all the requirements of the Notional Electrical Code (N.E.C./N.F.P.A.-70) and local codes. 1.12 Metal Clad (MC) cable may be used where allowed by these drawings and conform to notes shown on sheet E0.0. 2. CONDUCTORS 2.01 Sizes of conductors for feeders are given on the drawings and no wire smaller than #12 gauge shall be used for branch lighting or power circuits. All wiring shall have the U.L. label and be of 98% conductivity copper. Aluminum wire or aluminum cable is not acceptable. A. The gauge of all wire shall be in accordance with B&S standard. 2.02 All wire and cable for branch lighting or small power circuits shall have "NEC" Type "THHN/THWN" 600-volt insulation. 2.03 Wire and cable #10 gauge and above shall be stranded Type "THWN" insulated for 600-volts. 2.04 For special conditions, as provided by the National Electrical Code, Type "R.H.H., A.V.A." or other required insulation shall be used. 2.05 Where lighting fixtures are used as raceways, 90 degree C. minimum insulated wire shall be used. 3. GROUNDING 3.01 This Contractor shall provide, install and connect a complete system of grounding for all equipment and structures. A good mechanical and electrical connection shall be made with approved grounding connectors. 3,02 Electrical system and equipment grounds shall comply with the N.E.C. as well as all local and state codes and regulations. 3.03 Panels, conduit systems, motor frames, lighting fixtures and other equipment that are part of this installation shall be securely grounded both mechanically and electrically in accordance with all codes. 3.04 System ground shall not exceed a maximum of ten (10) OHMS resistance. Verify existing grounding system and add additional grounding as required to meet the above specified value. 3.05 A ground conductor shall be supplied in ALL conduit. It shall be insulated, stranded, annealed copper conductor. 4. TOGGLE SWITCHES AND RECEPTACLES 4.01 Color for all general purpose switches and receptacles shall be selected by architect/owner. 4.02 Acceptable device manufacturers are Hubbell, Leviton, or Pass & Seymour. The basis of design is Leviton. 4.03 Wall Switches: A. Single poles #1221, double pole #1222 and three (3) way switches #1223 shall be rated 20-ampere, 120/277 volts. B. Switches shall be mounted 4'-0" above finished floor to centerline. 4.04 Duplex receptacles shall be 20-ampere at 125-volts, Leviton catalogue #5362 or approved equal. Mount at 18" above floor to centerline or as noted on plans. 4.05 Outdoor receptacles shall be weatherproof with spring covers (Leviton #4926 plates). 5. WALL PLATES 5.01 Unless otherwise noted, all plates for wall switches, receptacles and telephone outlets shall be stainless steel. 5.02 All plates shall have full contact with the wall and boxes. Edges shall be parallel to the finished walls and ceilings. 6. OUTLETS 6.01 Locations of outlets are shown approximately on the drawings. Contractor shall refer to the shop drawings of the manufacturers of the equipment for the exact location of outlets for fixtures, motors, heaters and their respective control devices. Approximate locations of light fixtures are shown on the drawings. 6,02 Outlet boxes for concealed work shall be pressed steel boxes, galvanized and not less than #12 gauge, except floor boxes which shall be cast iron. Each ceiling outlet designated for a lighting fixture shall have a fixture support secured in place with nuts and bolts. Ceiling boxes shall befour inches (4') round and octagonal with lugs and screws for back plates. Wall outlets shall be four inches (4) square by 1-1/2" deep, single or double cover, except gang boxes of similar depth shall be used at locations requiring more than 2-gong. 6.03 Outlets on the exterior of the building shall be flush weatherproof type. 6.04 All outlets shall be firmly secured in place. Outlets in finished areas shall be flush with finished ceiling or walls. 6.05 All outlet locations in floor shall be verified with Owner's Representative before pouring of concrete floor. 7. BRANCH CIRCUIT WIRING 7.01 The Electrical Contractor shall provide and connect a complete system of panels, conduits, wire fittings, boxes, supports and all other miscellaneous materials required for equipment as indicated on the plans and ready for operation by the Owner. 7.02 All circuits shall be color coded. 2.03 Ratings A. Safety switches shall be rated for the continuous current and voltage indicated on the drawings. Where used in conjunction with motor circuits, units shall be horsepower rated for the size motor indicated. B. Switches used as service entrance equipment shall be U.L. listed for use as service equipment. 2.04 Poles A. Safety switches shall have the number of poles indicated on the drawings, but not fewer than one (1) pole for each ungrounded conductor to be opened. 2.05 Fuses A. Where indicated, safety switches shall be fused in each ungrounded leg in accordance with the requirements of the Section entitled "Fuses". 2.06 Acceptable A. Acceptable manufacturers are General Electric, Eaton, Square V, or Siemens. 3, DISTRIBUTION PANELBOARDS (INCLUDING POWER PANELS) 3.01 Power and distribution panels shall be suitable for voltages indicated on plans and/or riser diagrams. Panels shall be 3-phase, 4-wire, solid neutral, aluminum buss, dead front with lugs in the mains, fuses and heavy-duty switches in branch circuits of size and number indicated on the plans. All lugs shall be U.L. approved CU/AI type. 3.02 Panels shall be provided with spares and full provisions for future breakers as shown. 3.03 Panels shall be manufactured as a complete unit by Siemens, Square 'D', General Electric Company, or Eaton, not an assembly of parts secured from a supply house. 3.04 Panelboards and switches shall be identified for "usage". 4. LIGHTING AND APPLIANCE PANELBOARDS 4.01 Lighting panels shall be dead front type, aluminum buss, with lugs only in the mains and branch circuits as indicated on the drawings. Panels shall have 20 amp single, double or 3-pole circuit breakers (capable of interrupting available short circuit current) as required in each branch circuit. Where breakers larger than 20 amperes are required, the sizes are noted on the drawings. Breakers shall be bolted to bus type, quick -make, quick -break and capable of interchanging 1,2 or 3-pole units. Multiple units shall be common trip. Provide spare breakers in each panel as shown. All lugs shall be U.L. approved CU/AL type. 4.02 Electrical Contractor shall arrange circuits as near as possible to circuit numbers on the drawings. At finish of job, Electrical Contractor shall take current reading checks of respective phases. A minimum of circuit connections shall be rearranged to balance (as closely as possible) the load on the panel. 4.03 Panels shall be enclosed in galvanized steel of code thickness. Cabinets shall be large enough to allow standard size wiring gutters on each side, top and bottom of panels. Mount not over 6'-6" from floor to top of panels. 5. GENERAL (FOR ALL PANELS AND PANELBOARDS) 5.01 Metal framed card holders with typewritten circuit directory must be provided for each panel. Directory shall be clear and designation shall match identification on equipment. Panelboards (switchboard, distribution, power panels and lighting panels) shall be identified by a label on the switch and/or panel door. Provide engraved laminated phenolic nameplates with 3/8" letters engraved through black to white. 5.02 All panels, safety switches, starters and in general, all equipment requiring lugs shall be equipped with solderless type U.L. approved lugs. 5.03 Provide all necessary unistrut, channel, backing and supports to mount switchboard and ponelboards securely in place. 6. FUSES 6.01 This Contractor shall replace all fuses blown during construction and testing and shall provide a complete set of fuses in all fuse holders, switches, panels and all other devices requiring fuses. 6.02 Fuses shall be as specified herein and indicated on drawings. Alternate manufacturer is Littelfuse. In the event the Electrical Contractor wishes to furnish materials other than those specified, a written request, along with complete application data to assure a selectively coordinated system, shall be submitted to the Engineer for evaluation. END OF SECTION 16400 SECTION 16500 - LIGHTING 1. LIGHTING FIXTURES END OF SECTION 16100 1.01 All fixtures shall be as shown on Fixture Schedules, and approved by owner. 1.02 Unless otherwise indicated, all lighting fixtures shall be furnished and installed by Electrical Contractor as SECTION 16400 - ELECTRICAL SERVICE AND DISTRIBUTION indicated on the Lighting Fixture Schedules, including lamps. 1.03 All fixtures shall bear the Underwriter's Laboratories label and shall be installed according 1, SECONDARY SERVICE to manufacturer's instruction. 1.01 Electrical service shall be as shown on plans. Provide all necessary equipment and material and install 1.04 All fixtures, unless otherwise indicated, shall be new and undamaged. the service and distribution equipment accordingly. 1.05 Surface -mounted fluorescent fixtures shall be mounted 1-1/2" from ceiling. Mount spacers and supports on 48" centers with additional support at the end of each raw of fixtures. 1.02 Electrical Contractor shall provide feeders from the existing service equipment to main panel in Shop as indicated on drawings. 1.06 This Contractor shall provide and install all necessary support media for all lighting fixtures including structural steel, angles, rods, etc. In general, fixtures shall be supported in a manner acceptable to the 1.03 Site electrical shall be coordinated with Owner by Electrical Contractor. local inspection authorities. All fixtures shall be firmly supported from beams or joists. 1,04 Provide coordination, via the General Contractor, for the final locations, penetrations, and service 1.07 This Contractor shall support all fixtures from building structural members and NOT from ceiling system. tie-ins associated with service conduits. 2. SAFETY SWITCHES END OF SECTION 16500 2.01 General A. Switch shall be type as indicated on plans, with visible, quick make, quick break blades. Swiches hall be U.L. listed and conform to NEMA Standards. 2.02 Enclosures A. Steel enclosures with operating handle at side. NEMA 1 for general indoor use, NEMA 3R for general outdoor use and NEMA 4 (stainless steel) where indicated on the drawings. Manufacturers standard enamel finish. B. The enclosure shall be interlocked with the switch handle such that the enclosure door cannot be opened with switch in the "on" position. Switch handle shall be capable of being padlocked in the "off" position. CHEHAYEB & ASSOCIATES, INC. CONSULTING PROFESSIONAL ENGINEERS M■ 3702 AZEELE ST. TAMPA, FL 33609 LIC. #49521 HDIS (813) 876-1415 (fax) 876-0913 CERT. #7340