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Home My WebLink About38011 Pretty Pond Rd (2)PROJECT INFORMATION OWNER SF ZEPHYR COMMONS OUTPARCELS LP 400 CLEMANTIS STREET; SUITE 200 WEST PALM BEACH, FLORIDA 33401 TEL: 678-977-3362 CONTACT: JEFFREY W. PRESTON ARCHITECTURAL suNARD ARCHITECTURE, INC. 217 SOUTH ERWIN STREET CARTERSVILLE, GA 30120 TEL: 770-425-7400 FAX: 770-425-7444 ARCH][T`ECT OF RECORD: SCOTT STINARD FL LICENSE NO. 16999 STRUCTURAL BENNETT & PLESS 3395 NORTHEAST EXPRESSWAY, SUITE 110 ATLANTA, GA 30341 TEL: 678-990-8700 FAX: 678-990-8701 ENGINEER OF RECORD: PAUL GRUPE FL LICENSE NO.: 32427 PLUMBING, MECHANICAL & ELECTRICAL PROFICIENT ENGINEERING, INC. 6991 PEACHTREE INDUSTRIAL BLVD BLDG 700 PEACHTREE CORNERS, GA 30092 OFFICE: 404-330-9798 CELL: 404-394-1147 ELECTRICAL ENGINEER OF RECORD: BRIAN ARIVIENTA FL LICENSE NO. 67193 MECHANICAL ENGINEER OF RECORD: JOHN P. KENNEY FL LICENSE NO. 70199 PLUMBING ENGINEER OF RECORD: JOHN P. KENNEY FL LICENSE NO. 70199 BUILDING CODE SUMMARY THE BUILDING DESCRIBED IN THESE PLANS SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE FOLLOWING CODES: 2017 - 6TH EDITION FLORIDA BUILDING CODE - BUILDING 2017 - 6TH EDITION FLORIDA BUILDING CODE - PLUMBING 2017 - 6TH EDITION FLORIDA BUILDING CODE - FUEL GAS 2017 - 6TH EDITION FLORIDA BUILDING CODE - MECHANICAL 2017 - 6TH EDITION FLORIDA BUILDING CODE - ACCESSIBILITY 2017 - 6TH EDITION FLORIDA BUILDING CODE - ENERGY CONSERVATION 2017 - 6TH EDITION FLORIDA FIRE PREVENTION CODE 2015 EDITION NFPA I WITH FLORIDA AMENDMENTS 2015 EDITION NFPA 10 1 WITH FLORIDA AMENDMENTS 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 2014 NATIONAL ELECTRICAL CODE/NFPA 70 BLDG A OCCUPANCY CLASSIFICATION: NON -SEPARATED MIXED OCCUPANCY (508.3): GROUP S- I GROUP B BUSINESS (304.1) GROUP - B GROUP S-1, MODERATE HAZARD STORAGE (311.2) CONSTRUCTION TYPE: T 601 TYPE 1113 BUILDING HEIGHT: PROPOSED 20'-4" / 2 STORY ALLOWABLE: TABULAR (T503) 55'12 STORY SPRINKLER INCR (504.2) 20'/ 1 STORY TOTAL 75'/ 3 STORY BUILDING AREA: PROPOSED: I ST FLR - STORAGE 26,174 SF 2ND FLR - STORAGE 25,344 SF 2ND FLR - BUSINESS 830 SF TOTAL 52,348 SF ALLOWABLE - SINGLE OCCUPANCY MULTI -STORY (506.2.3): TABULAR (T 506.2, S-1, H B, SM/NS) 52,500 SF FRONTAGE (506.3.3, NS): (F/P)-.25)x(W/30') = If, (If x At) 12,600 SF ALLOWABLE AREA/FLR 65,100 SF/FLR ACTUAL STORIES (4 MAX) 2STORY TOTAL ALLOWABLE BUILDING AREA 130,200 SF FIRE PROTECTION SYSTEMS: AUTOMATIC SPRINKLER SYSTEM (903.2.9) NFPA 13 STAND PIPE SYSTEM (905.3) NOT REQD PORTABLE FIRE EXTINGUISHERS (906. 1) PROVIDED FIRE ALARM AND DETECTION (907.2) SPRINKLER [NFPA 10142.3.4.1.3] FIRE RESISTIVE CONSTRUCTION: EXTERIOR WALLS (T602) 0 HR (>10') EXTERIOR OPENINGS (705.8.1 EX 2) NO LIMIT (0 HR) FIRE WALL N/A FIRE BARRIER - SHAFT (707.3.1, 713.4,1022.2) 1 HR CORRIDORS (T 10 18. 1) 0 HR (SPRINK) OCCUPANT LOAD: TABLE 1004.1.2 [NFPA 101 T7.3.1.2,42.1.7]: I ST FLR WAREHOUSE @ 11500 GSF 53 (26,174/500) 2ND FLR WAREHOUSE @ 11500 GSF 51 (25,344/500) 2ND FLR BUSINESS g 1/100 GSF -9 (830/100) TOTAL 113 EGRESS CAPACITY: CORRIDORS: OCCUPANT LOAD x 0.2" (1005.3.2) [NFPA 101 T7.3.3.1] MIN WIDTH (T 10 18.2) [NFPA 10 17.3.4. 1 (1)] DOORS: OCCUPANT LOAD x 0.2" (1005.3.2) [NFPA 101 T7.3.3.1] MEN WIDTH (1008. 1. 1) [NFPA 10 17.2.1.2.3.2] EGRESS ARRANGEMENT: BLDG B BLDG C BLDG D BLDG E BLDG F GROUP S- I GROUP S-1 GROUP S-1 GROUP S- I GROUP S- I TYPE I[ B TYPE R B TYPE R B TYPE H B TYPE H B 9'-9" / I STORY 9'-6" / I STORY 10'-6" / I STORY 9'-9" / I STORY 10'-0" / I STORY 55'12 STORY 55'12 STORY 55'12 STORY 55'12 STORY 55'12 STORY N/A N/A N/A N/A NA 55'12 STORY 55'/ 2 STORY 55'12 STORY 55'/ 2 STORY 55'12 STORY 5,100 SF 3,400 SF 3,925 SF 6,600 SF 8,800 SF NOTfNCLUDED NOTINCLUDED NOTINCLUDED NOTINCLUDED NOT INCLUDED NOT REQD NOT REQD NOTREQD NOT REQD NOTREQD NOTREQD NOTREQD NOTREQD NOTREQD NOTREQD PROVIDED PROVIDED PROVIDED PROVIDED PROVIDED NOTREQD NOTREQD NOTREQD NOTREQD NOTREQD 0 HR (>10') 0 HR (>10') 0 HR (>10') 0 HR (>10') 0 HR (>10') NO LIMIT (0 HR) NO LIMIT (0 HR) NO LIMIT (0 HR) NO LIMIT (0 HR) NO LIMIT (0 HR) 3 HR 3 HR 3 HR 3 HR 3 HR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 11 (5,1001500) 7 (3,400/500) 8 (3,925/500) 14 (6,600/500) 18 (8,800/500) I V (53 x 0.2") 3 " (I I x 0.2") 2" (7 x 0.2") 2" (8 x 0.2") 3 " (14 x 0.2") 4" (18 x 0.2") 44" 36" (<50) 36" (<50) 3611 (<50) 36" (<50) 36" (<50) 11 " (53x 0.2") 3 " (I Ix 0.2") 2" (7x 0.2") 2" (8 x 0.2") 3" (14x 0.2") 4" (18 x 0.2") 3211 3211 32" 3211 3211 32" MIN NUMBER OF EXITS (T 1021.2(2)) [NFPA 10 142.2.4.1(3)] 2 PER FLR MAX TRAVEL DISTANCE (T 10 16.2) [NFPA 10 1 T42.2.6] 250'(SPRfNK) MAX COMMON PATH TRAVEL (T 10 14.3) [NFPA 10 1 T42.2.5] 100'(SPRINK) MAX DEAD END CORRIDOR (1018.4) [NFPA 101 T42.2.5] 50'(SPRINK) PLUMBING FIXTURES: WATER CLOSETS (T 2902. 1): MALE FEMALE BUSINESS @ (9/2)/25 = 0.18 0.18 STORAGE @ (157/2)/100 = 0.79 0.79 TOTAL 0.97 = 1 0.97 = I LAVATORIES (T 2902. 1): BUSINESS @ (9/2/40) = 0.11 0.11 STORAGE @ (157/2/100) = 0.79 0.79 TOTAL 0.90 = 1 0.90 = I DRINKING FOUNTAINS: BUSINESS @ (9/100) = 0.09 STORAGE @ (157/1000) 0.16 TOTAL 0.25 = I SERVICE SINK: I 1 (<49, <751) 1 (<49, <75') 1 (<49, <75') 1 (<49, <75') 1 (<49,<75') 200' 200' 200' 200' 200' 1001 (<30) 100'(<30) 100'(<30) 100'(<30) 100'(<30) 20' 20' 20' 20' 20' 111111111111111111111llilljllllllI ZEPH YR COMMONS SELF STOIRAGE Pretty Pond Road 0 ephyrhills, F GENERAL NOTES 1. GENERAL: NOTES AND DETAILS INDICATED ON DRAWINGS APPLY TO ALL SIMILAR CONDITIONS. DO NOT SCALE DRAWINGS. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IN CASE OF CONFLICTING REQUIREMENTS FOR QUANTITIES OR QUALITY LEVELS, COMPLY WITH THE MOST STRINGENT REQUIREMENT. 2. CONTRACT DOCUMENT AND FIELD CONDITION REVIEW: THE GENERAL CONTRACTOR SHALL COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND THE FIELD CONDITIONS, AND REPORT ANY INCONSISTENCIES, ERRORS, OR OMISSIONS TO THE ARCHITECT BEFORE BEGINNING THE WORK. VERIFY DIMENSIONS AND FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE BEGINNING THE WORK. WHERE DETAILED INFORMATION IS LACKING, REQUEST INSTRUCTIONS FROM THE ARCHITECT. 3. SPECIAL INSPECTIONS: THE OWNER IS RESPONSIBLE FOR PROVIDING AN INSPECTION AND TESTING AGENCY APPROVED IN THE STATE WHERE T14E PROJECT IS LOCATED TO PERFORM ALL SPECIAL INSPECTIONS AND FURNISH ALL REPORTS FOR THIS PROJECT IN ACCORDANCE WITH THE STATEMENT AND SCHEDULE OF SPECIAL INSPECTIONS - SEE STRUCTURAL FOR SPECIFIC REQUIREMENTS. 4. LOW VOLTAGE SYSTEMS: DESIGN OF LOW VOLTAGE SYSTEMS INCLUDING SECURITY, DATA, AND COMMUNICATIONS IS THE RESPONSIBILITY OF THE OWNER. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE OWNER:S REQUIREMENTS, AND PROVIDING CONDUIT TO LOCATIONS MADE INACCESSIBLE BY CONSTRUCTION. 5. FIRE SPRINKLER SYSTEM - BLDG A: DESIGN OF FIRE SPRINKLER SYSTEM IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE ENTIRE BUILDING IS TO BE FULLY SPRINKLERED IN ACCORDANCE WITH NFPA 13, AND ALL FEDERAL, STATE AND LOCAL CODES. SUBMIT SPRINKLER SYSTEM DRAWINGS PREPARED BY A CERTIFIED SPRINKLER CONTRACTOR TO THE FIRE MARSHAL FOR APPROVAL, AND OBTAIN A SEPARATE PERMIT FOR THE FIRE SPRINKLER SYSTEM. COORDINATE SPRINKLER SYSTEM WITH SURROUNDING CONSTRUCTION. 6. FIRE ALARM SYSTEM - BLDG A: DESIGN OF FIRE ALARM SYSTEM IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PROVIDE A LIMITED FIRE ALARM SYSTEM FOR DUCT SMOKE DETECTORS, AND SPRINKLER SYSTEM SUPERVISION IN ACCORDANCE WITH NFPA 72, AND ALL FEDERAL, STATE AND LOCAL CODES. SUBMIT FIRE ALARM SYSTEM DRAWINGS PREPARED BY A CERTIFIED CONTRACTOR TO THE FIRE MARSHAL FOR APPROVAL, AND OBTAIN A SEPARATE PERMIT FOR THE FIRE ALARM SYSTEM. COORDINATE FIRE ALARM SYSTEM WITH SURROUNDING CONSTRUCTION. 7. FIRE ]EXTINGUISHERS: PROVIDE FIRE EXTINGUISHERS IN ACCORDANCE WITH THE FIRE MARSHAL'S REQUIREMENTS. PROVIDE MINIMUM SIZE OF 2A I OBC, AND MOUNT IN CABINET WITH BOTTOM AT 27" ABOVE FINISH FLOOR. 8. BUILDING ADDRESS: POST ADDRESS ON EACH BUILDING IN ACCORDANCE WITH THE FIRE MARSHAL'S REQUIREMENTS. 9. KNOX BOX: PROVIDE KNOX BOX IN ACCORDANCE WITH THE FIRE MARSHAL'S REQUIREMENTS. CONTACT FIRE MARSHAL FOR APPLICATION. 10. FIRE BARRIER IDENTIFICATION: PROVIDE PERMANENT SIGNS OR STENCILING ON ALL FIRE AND/OR SMOKE RATED BARRIERS ABOVE ANY DECORATIVE CEILING AND/OR IN CONCEALED SPACES. IDENTIFICATION TO BE IN 2" HIGH LETTERING, SPACED EVERY 12 FEET, AND READ " 1 HOUR FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS", OR EQUIVALENT WORDING ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. 11. ACCESSIBLE STORAGE UNITS: PROVIDE ACCESSIBLE STORAGE UNITS IN ACCORDANCE WITH 2012 INTERNATIONAL BUILDING CODE SECTION 1108.3 AND ADA 2010 STANDARDS FOR ACCESSIBLE DESIGN SECTION 225.3. 12. EXTERIOR SIGNAGE: DESIGN OF EXTERIOR SIGNAGE IS BY OTHERS. COMPLY WITH ALL LOCAL CODES. SUBMIT SIGNAGE DRAWINGS TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL, AND OBTAIN A SEPARATE PERMIT FOR SIGNAGE. COORDINATE SIGNAGE WITH SURROUNDING CONSTRUCTION. 13. EMERGENCY RESPONDER RADIO COVERAGE: NOTIFY FIRE MARSHAL AT STAGE OF CONSTRUCTION REQUIRED TO TEST EMERGENCY RESPONDER RADIO COVERAGE. ABBREVIATIONS @ AT ABV ABOVE ACM ALUM COMPOSITE MATERIAL ACOUST ACOUSTICAL AFF ABOVE FINISH FLOOR ALUM ALUMINUM ALT ALTERNATE AMY ADHERED MASONRY VENEER ANOD ANODIZED AP ACCESSPANEL ARCH ARCHITECTURAL AVv`B AIR WATER BARRIER BD BOARD BLDG BUILDING BM BEAM CABT CABINET BOT BOTTOM CEM CEMENT ci CONTROL JOINT CL CENTERLINE, CLOSET CLG CEILING CLR CLEAR CNTR COUNTER CMU CONCRETE MASONRY UNIT CO CASED OPENING COL COLUMN CONC CONCRETE CONT CONTINUOUS CPT CARPET CT CERAMIC TILE DBL DOUBLE DEMO DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DO" DR DOOR DS DOWNSPOUT DWG DRAWING EA EACH EF EXHAUST FAN EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRICAL ELEV,EL ELEVATION EPDM ETHYLENE PROPYLENE DIENE MONOMER EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EWC ELECTRIC WATER COOLER EXP EXPANSION EX EXISTING EXT EXTERIOR FC FIBER CEMENT FD FLOOR DRAIN FE FIRE EXTINGUISBER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FG FIBERGLASS FIN FINISH FLR FLOOR FOC FACE OF CONCRETE FOM FACE OF MASONRY FOS FACE OF STEEL/STUD/SLAB FRT FIRE RETARDANT TREATED FT FEET FVC FIRE VALVE CABINET GA GAUGE GAB GRADED AGGREGATE BASE GALV GALVANIZED GYP GYPSUM HB HOSE BIBB HC HOLLOW CORE HDWD HARDWOOD HDWR HARDWARE HGT HEIGHT HM HOLLOW METAL HOR HORIZONTAL HP 14IGH POINT HR HOUR ED INSIDE DIAMETER IN INCH INT INTERIOR INSUL INSULATION JT JOINT LAM LAMINATE LAV LAVATORY LF LINEAR FOOT LGT LIGHTING LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LP LOW POINT MAINT MAINTENANCE MATI, MAX MATERIAL MBM MAXIMUM METAL BLDG MFR MECH MECHANICAL MFR MANUFACTURER MIN MINEAUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL MTD MOUNTED MWP METAL WALL PANEL NIC NOT IN CONTRACT NTS NOT TO SCALE Oc ON CENTER OD OUTSIDE DIAMETER OPP OPPOSITE PL PLATE PLAM PLASTIC LAMINATE PLYWD PLYWOOD PNL PANEL PNT PAINT PREFIN PREFINISHED PT PRESERVATIVE TREATED PVC POLYVINYL CHLORIDE QTY QUANTITY QT QUARRY TILE R RADIUS, RISER RD ROOF DRAIN REINF REINFORCEMENT REQD REQUIRED REV REVISION RO ROUGH OPENING RM ROOM SAF SELF -ADHERING FLASHING Sc SOLED CORE SC14ED SCHEDULED SF SQUAREFOOT SFRM SPRAYED FIRE -RESISTIVE MATERIAL Sim SIMILAR sis STAINLESS STEEL STD STANDARD STIL STEEL SIN STAIN STRUCT STRUCTURAL SUSP SUSPENDED SV SHEET VINYL T TREAD T&G TONGUE & GROOVE TAFS TEXTURED ACRYLIC FINISH SYSTEM TOM TOP OF MASONRY TOS TOP OF STEEL TYP TYPICAL UON UNLESS OTHERWISE NOTED VCT VINYL COMPOSITION TILE VERT VERTICAL VTR VENT THROUGH ROOF VWC VINYL WALL COVERING W/ WITH WC WATER CLOSET Vv`D WOOD W/o WITHOUT WP WATERPROOFING /WORKING POINT WRB WATER RESISTIVE BARRIER WWF WELDED WIRE FABRIC XPS EXTRUDED POLYSTYRENE YD YARD CiTV (lY ZiEy"-yR, IL ' VUILDING OFFICIAL& DRAWING INDEX ARCHITECTURAL AO.1 COVER SHEET AO.2 UL DESIGN, COMCHECK, UNIT NELY, OUTLINE SPECIFICATIONS AO.3 OUTLINE SPECIFICATIONS AO.4 OUTLINE SPECIFICATIONS AO.5 LIFE SAFETY PLANS ALO ARCHITECTURAL SITE PLAN ALI FIRST FLOOR PLAN - BLDG A A1.2 SECOND FLOOR PLAN - BLDG A A1.3 ROOF PLAN - BLDG A AIA ELEVATIONS - BLDG A A1.5 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG B A1.6 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG C A1.7 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG D A1.8 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG E A1.9 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG F A1.10 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG G All ENLARGED PLANS, INT ELEVATIONS, DETAILS A5.1 WALL SECTIONS AND DETAILS A5.2 WALL SECTIONS AND DETAILS A5.3 WALL SECTIONS AND DETAILS A5.4 WALL SECTIONS AND DETAILS A5.5 WALL SECTIONS AND DETAILS A5.6 WALL SECTIONS AND DETAILS ATI SCHEDULES AND DETAILS STRUCTURAL SOA GENERAL NOTTS SO.2 SCHEDULES, COMPONENT AND CLADDING PRESSURES S1.1 FIRST FLOOR FOUNDATION PLAN - BLDG A SI.2 SECOND FLOOR FRAMING PLAN - BLDG A SI.3 MAIN ROOF FRAMING PLAN - BLDG A S 13A HIGH ROOF FRAMING PLAN - BLDG A SIA FOUNDATION & ROOF FRAMING PLAN - BLDG B & C SI.5 FOUNDATION & ROOF FRAMING PLAN - BLDG D SI.6 FOUNDATION & ROOF FRAMING PLAN - BLDG E & F S2.1 SECTIONS AND DETAILS S2.2 SECTIONS AND DETAILS S2.3 FOUNDATION ELEVATIONS S3.1 SECTIONS AND DETAILS S4.1 SECTIONS AND DETAILS S4.2 SECTIONS AND DETAILS S5.1 DETAILS & ELEVATIONS IGRAPHIC SYMBOLS A SECTION ELEVATION <4 INTERIOR ELEVATION DETAIL MATERIALS LEGEND ELECTRICAL EO.1 NOTES, LEGEND AND SPECIFICATIONS EO.2 SCHEDULE, DIAGRAMS AND DETAILS EO.3 SCHEDULES ELI FIRST FLOOR PLAN - BLDG A E1.2 SECOND FLOOR PLAN - BLDG A E1.3 FLOOR PLAN - BLDG B, C, D EIA FLOOR PLAN - BLDG E & F E2.1 ENLARGEDPLANS E3.1 LIGHTING CERTIFICATES AND INSPECTIONS MECHANICAL MO.1 SPECIFICATIONS, LEGEND AND ABBREVIATIONS MO.2 DETAILS MO.3 SCHEDULES MO.4 COMPLIANCE CERTIFICATES & INSPECTIONS MIA FIRST FLOOR PLAN - BLDG A MI.2 SECOND FLOOR PLAN - BLDG A M2.1 ENLARGED PLAN - BLDG A PLUMBING PO.1 SPECIFICATIONS, LEGEND AND SCHEDULES PO.2 DETAILS PLI FIRST FLOORPLAN -BLDG A P1.2 SECOND FLOOR PLAN -BLDG A, ENLARGED PLANS 01_0111;� ELEVATION MARK FIN FLR Room ROOM NAME NUMBER DOOR MARK WINDOW MARK PARTITION TYPE GYPSUM BOARD STEEL V1111A BATT/LOOSE BRICK INSULATION ONCRETE MASONRY H RIGID INSULATION UNIT CONCRETE PLYWOOD GRAVEL FINISH WOOD E ARTH DIMENSIONAL WOOD I VICINITY MAP U-j Lu 0 U_j L_ C/D LU ZD Elf z V) 3: E5 < < < Lu 0 _j < uj u -i >- umi U- U) , j < m of < ui 0 ui z < UT U) Ui 0 1— �__ F0- -0 0 0 < ') u z < F- 00� z ui uj no 2 < LL Z cu/j) 0 zu z w lu z >- Lu ui cl� w 'z �=_ 'u >- L'u m Z ui c� 0 _j Q� EL U 0 u u C' 0 Lu 0� w uj Z Li- _J n CL C 0 uj 0� �_ 0- a- E� uj < < ui uj u < . E E -:�: cn ui u ly- u a- Lu < uj LLJ U = < LLI � 1: w cy cr w : m < a- 0 c� 0 �_ �> a) bfi 0 7� ct C) IA j u 1A q? u %U N 101 ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I UL DESIGNS Design No. U904 September 30, 20 10 Bearing Wall Rating - 3 HR. Nonbearing Wall Rating - 3 JUL Load Restricted for Canadian Applications - See Guide BXUV7 0. n 7 MIN", izontol Section 4 (D(� 1. Concrete Blocks* - Various designs. Classification C-3 (� hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar - Blocks laid in full bed of mortarnom. 3/8 in. thick, of not less than 2-1/4 and not more than 3- 1/2 parts of clean sharp sand to I part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Verticaljoints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to Classification if used- Attached to concrete bolcks (Itern 1). 4. Loose Masonry FM - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add I hr to Classification. 5. Foamed Plastic* - (Optional -Not Shown) - 1- 1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMICAL CO - Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP) *Bearing the UL Classification Mark Reprinted from the Online Certifications Directory with permission from UL C 2013 UL LLC Through -penetration Firestop Systems System No. C-AJ-1364 February 08, 2010 F Rating - 2 Hr T Rating - 0 Hr L Rating At Ambient - L ass Than I CFMsq ft L Rating At 400 F - 2 CFAVsq ft W Rating - Class I SECTION' A -A 1. Floor Assembly -Min4-1/2 in.( 114mm) thick reinforced lightweight or normal weight (100-150pcf or 1600 - 2400 lcg/m 3 ) concrete. Wall may also be constructed of any UL Classified Concrete Blocks'. Max diam of opening is 25-7/8 in. (657 min). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufactafers- 2. Through Penetrants - One metallic pipe, tubing or conduit to be installed either concentrically or eccentrically within the firestop system- The annular space between tube and periphery of opening shall be min 0 im(point contact) to max 1-7/8 in. (48 mm). Penetrants to be rigidly supported on both sides of floor assembly. The following types and sizes of metallic pipes, tubing or conduit maybe use& .A. Steel Pipe- Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (orheavier) steel pipe. B. Iron Pipe-Nom 24 in. (610 mm) diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 6 in. (152 mm) diam (or smaller) rigid steel conduit. D. Conduit- Nom 4 in. (102 min) (or smaller) steel electrical metallic tubing. E. Copper Tubing - Nom 6 in. (152 min) diam (or smaller) Type L (or heavier) copper tube. F. Copper Pipe - Nom 6 in. (152 nun) diam (or smaller) Regular (or heavier) copper pipe. 3. Firestop System - The details ofthe firestop system shall be as follows: A. Packing Material - Min 3 in. (76 mrn) thickness ofmin 4 pef(64 kg J M) mineral wool bait insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor to accommodate the required thickness of fill material. B. Fill, Void or Cavity Materials* - Sealant - Min 1/4 in. (6 nim) thickness of fill material applied within the annulus, flush with top surface of floor. Min 1/2 in. (13 mm) diam bead of caulk applied to the penetrant/concrete interface at the point contact location on the top surface of floor. 3M COMPANY - FB- 1000 NS, FB- 1003 SL or FB-3000 WT *Bearing the UL Classification Mark 02013ULLLC Reprinted from the Online Certifications Directory with permission from UL G=R & D.S. CALC .Mhift,FL Zo�&, Guft,ff and Downspout SidBg Building A BuildingB Building F Bulding Parww.ters Depth DVth Depth Bldg Depth.at Gatter (ft) 130 30 -40 GWu Igmgth (ft) 24: Gutter Width (m) Gutter Depth (in) S J15 6 DS Width (in) 41 4 DS, Depth (in) 6 4, 4 2017 Ftoridis Phind4ug Code 1166 100 Year Hourly Rainfal.1 Rate (in per hr) F1 106-1 45 43 -4.5 CF per Hr per DS or Gufter Icagth 1170 �34 450 ,GPIH perDS or Gutter 1AM0 9752 2529 3366 GPM per DS or Gutter I&ngffi 146 43 57 DoWnWuts;-_ Max GPM Capacity (T 11 W-2) 563 OK 4W OK 1,180 OK Gutters - Max GPM Capacity @ 1/16" perl (T 1106-2) __505� OK 24-3 OK .:243 OK 1993 S1%LkC3NA QW Fact" 10"'Vi i0eyr 10 Yr 100 yr 10 Yr 100 Yr 5 Nfinute Intensity (in per hr for S min) 93 191 1-111111, 1.0-1 RoofArea per DS Arm (sfper si) 140.01 11"� 140-0 Downspouts-- DS Area (sq in) 36 16 16 b&x Roof A= per DS 5W 3960 2240 1760 22240 1760 Actual Factored XoofAaa per DS 3120 900 1200 Check OK OK OK OK OK OK Rtetangular CAtters (NIST Fomm1a)-- Gutter Depth -to -Width -Nr 1-0000 LOW0 1-0000 M11-0 1-0000 1-0000 1.00,00 L11,3/28 1.4057 1.4397 1-4397 LA-A5114 37-68-379 4139923 24.1729. 26-55624 26.79858 2.9-42981 Min Gutter Width W (m) 6-7379, 7.4022 4.4267 4_8631 4.9057 53894 Check OK OK OK OK OK OK Mm Gutter Depth (in) -6-7379 7-4022 4..4267 4-9631 4�9057 5,3894 Check OK OK 0K OK OK OK Zeptlyrhills Storage stinam Arcuttectw, tnc- Unit Mix Tabulation 41112019 SF per Unit .25 40 50 80 100 150 200 250 300 375 Bldg A Conditioned Storage: Ist Floor Gross SF 5X5 5X8 _r�xio 8XIO 10XIO IGX15 I0x20 10x25 1=0 15x25 Total Units 18 0 51 2 -49 26 24 8 7 0 185 Total Units Total SF 23,677 450 0 2.55,0 160 4,900 3.900 4.800 2, 2,100 0 20,8M Net Rentable Znd, Flo" Gross SF '5x5 5xg 5xI0 OxIO: IWO 10x`t5 10x2b lQk2,6 IOX-30 15X25 T utfits Z6 1 41 1 46 25 19 10 7 0 1185 Total Units Total SF 26�174 900 40 2.050 80 4,500 3,750 3�800 7_50D 2,10D 0 19,72G Net Rentable Bldg A Total Conditioned Gross SF 5x5 5x8 5XI0 8xI0 1OXIO 10x15 10x20 IOX25 10x30 15x2Ek Total urift 54 1 92 3 94 51 43 16 14 0 370 Tbtal Units 81% Efficiency Office SF 83,0 SF per Unit 25 40 '50 80 100 150, 200 250 300 375 Non -Conditioned Storage: Bldg 8 Gross SF ZX5 fixg 5xI0 8x10 'IIDX10 10x15 M20 IOX,26 IWO 1SX25 Total unlits 0 a & 0 0 17 0 17 Total Units Total SF 5,100 0 0 0 0 0 0 0 0 5,10D 0 5,100 Net Rentable Bldg C Gross SF 5x5 5XS 5xIQ 800 10xI0 10x15 IWO 10x25 14Dx30 15x25 Total units 0 4 15 0 a ig Total Units TGWSF 3,4QO 0 0 0 0 400 0 3,000 a a .0 3,400 Net RentaNe Bldg.D Gross SF 5x5 5x8 500 8xI0. 10x10 10x.15 IWO 10x25 10x30 15M Total Units 0 0 2 173 7 0 0 1 23. Total Units Total SF 3.925 a a. a 0- 200 1 �9,50 1,AW a 0 375 31925 Net Rentable Bldg E Gross SF 5x5 5xg 5xI0 8x10 IOXIO 10xI5 I0x20 10x,25 10X30 15X25 Total units a 0 0 0 20 12 14 46 Total Units Total -SF 6,600 0 0 2,000 11,11M 2`800 a, 0 0 6,600 Net Rentable Bldg F Gross SF 5x5 5x8 5xI0 8xI0, -10xI0 I-OxIS 10x20 10x25 I OX-30 15X25 Total Units a 0 0 18 10 0 ID in a 4.8 Total Units Total sF 8,800 0 0 0 6 1,800 1,500 0 25M 3.000 0 818M Net Rentable Bldg A-F Grand Total Gross SF 5x5 54 8x19 11OX10 10x!5 �IWO 110%25 10x30 Ift25 Total 54 1 138 86 79 �28 41 1 Total U�ts Total SF TU76 1,350 40 4,600 240 13,800 14W0 15,8M 7,000:12�3(Xl 375 1538�QW Net Rentable 130, Ave SFJUnJt " EWIO" uplo " @ 51% 5 0 6 0 0 .0 0 0 0 0 11 5% Over 2W @ .2% a 0 0, 4 2 0 0 0 0, 2% 'Total a 16 0" 4 2 a a a 0 �m NDle: Unit sizes indicated are noKmal, and are subject to valriation COMCBECK COMcheck Software Version 4.0.8.2 Envelope Compliance Certificate Project Information Energy Code: 2017 Florida Building Code, Energy Conservation Project Title: Zephyrhills Seff Storage W.4 4_ZP1yM11lS, rfV[[Ua Climate Zone: 2a Project Type: New Construction Vertical Gla2ing / Wall Area: 3% Construction Site: Owner/Agent: Designer/Contracgor: Zephyrhills, FL Stinard Architecture, Inc. Cartersville, GA Additional Efficiency Package(s) High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Building Area Floor Area 1 -Warehouse: Nonresidential 26041 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value 1.11-Factor Factor(a) Perimeter Floor 1: Slab-On-Grade:Unheated, (Bldg. Use 1 - Warehouse] (c) 663 - - 0.730 0.730 Roof 1: Metal Building, Standing Seam-, High Athedo Roof Required, 2604 30.0 0.0 O�041 0.035 Filled Cavity with Thermal Blocks (d), 3-Year-Aged Solar Roffectance Index = 75.00 (e), [Bldg. Use 1 - Warehouse] North Waft MTL PNL: Steel -Framed, 16" o.c., [Bldg. Use I - 5W7 19�0 4.0 O�076 0,077 Warehouse] EASI East Wail MTL PNL Steel -Framed, 16"o,c., [Bldg. Use 1 - Warehouse) 3380 19�0 4.0 0.076 0.077 Door 3: Glass (> 50% glazing): Metal Frame, Entrance Door, Perf. 96 - - 0.290 0.830 Specs.: Product ID Kawneer, SHGC 0.23, VT 0.51, f8ldg. Use 1 - Warehouse) (b) SOUTH South MTL PNL: Steel -Framed, 16" o.c., [Bldg. Use 1 - Warehouse] 2003 19.0 4,0 0.076 OX7 South EIFS: Steel -Framed, 16" o.c., (Bldg, Use I - Warehouse] 1211 19.0 5.7 0.067 0.077 South Stone: Steel -Framed, 16'o.c., [Bldg. Use I - Warehouse] 342 19.0 0.0 0.109 0.077 WEST West EIFS: Steel -Framed, 16" o.c,, [Bldg, Use I - Warehouse] 1453 19.0 5.7 0.067 O�077 Window 1 - Metal Frame with Thermal Break:Fixed, Perf. Specs.: 128 - - 0.290 0.500 Product ID Kaweer, SHGC 0.23, VT 0.51, (Bldg. Use I - Warehouse] (b) Door 1: Glass (> 50% gtazing):Metal Frame, Entrance Door, Perf. 168 0.290 0,830 Specs.: Product ID kawneer, SHGC 0.23, VT 0,51, [Bldg, Use I - Warehouse] (b) Door 2: Insulated Metal, Swinging, [Bldg. Use I - Warehouse] 72 0.313 0.610 Project Title: Zephyrhills Self Storage Report date: 10/18/18 Data filename: P:NNorth America Dev - Todd Addison\Zephyrhills FL\CD's\Zephyrhills COMcheck.cck Page I Of 10 (8) 111000 U4400M ** U04 Ibr saftmre bnalive V04006MONLY� W-4 am not cmin ""mm4 (0� FerfttmbOn W*daO PWtMW_4V MuU to MrMW 0 swwdarm with NFRC ana wpAAn nWorft doaxwrAstion- (c) _149H:)r� pvposed and budipt UAmun &'am in Ublo am P-twbm 4) Th4"n0I Waw Wck *th mkrkMffll R-IS MUSI tin kWWJW ebm 0* louriktibeft, and Ow r*& do* *&MAred to thepwdinc hi Envem" c4mownwe statment. Compfiance Statement The proposea envelope ft�gn reprew�teci in "ft doCument Is Consistent voith the building plam, Specifications, and other caillcu"_ions submittect WiM fts PerMit 3WIC400M The proposed cAvelope *rstems have been designed to meet ttle 2017 Florida Suiliding, C-ode, En"y Coo r on ulre COMcfteck V0'rlon 4,0.8.2 and to com;#y with any applicable mandatory requi, s listed lo on chec Name - Title -0 Ngnatum, Date OUnM SPECIMCATIONS IGENERAL 1.01 FORM OF AGREEMENT: AIA DOCUNENT A101-2007, "STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR VaffiRE THE BASIS OF PAYMENT IS A STIPULATED SUM", WITH AIA DOCUMENT A201-2007 "GENERAL CONDITIONS OF TBE CONTRACT FOR CONSTRUCTION". ADMIMSTRAT10N OF THE CONTRACT WILL BE BY THE OWNER- 1.02 CONTRACT DOCUMENT AND FEELD CONDITION REVIEW: THE GENERAL CONTRACTOR SHALL COMPARE TBE CONTRACT DOCUMENTS WITH EACH OTFIER AND THE FIELD CONDITIONS, AND REPORT ANY INCONSISTENCIES, ERRORS, OR ONUSSIONS, TO THE ARC111TECT BEFORE BEGMNING THE WORK. VERIFY DEYMNSIONS AND FIELD CONDITIONS AND NOTFY TBE ARCHITECT OF ANY DISCREPANCIES BEFORE BEG1NNING TflE WORK. VTMRE DETAELED INFORMATION IS LACKING, REQUEST INSTRUCTIONS FROM TBE ARCHITECT. 1.03 DEFINITIONS: FURNISH: UNLESS OT-FIERWISE DEFINED IN GREATER DETAEL, SUPPLY AND DELIVER AN ITEM TO THE PROJECT SITE, READY FOR INSTALLATION. INSTALL: UNLESS OTFIERWISE DEFINED IN GREATER DETAIL, PLACE AN ITEM IN THE PROJECT SO THAT IT IS READY FOR SERVICE OR USE. PROV1DE: UNLESS OTBERWISE DEFINED IN GREATER DETAIL, FURNISH AND INSTALL AN ITEM, COMPLETE AND READY FOR INTENDED USE. 1.04 SUBNHTTALS: TBE CONTRACTOR SHALL REVIEW EACH StTBNUTTAL FOR CONFORMANCE WITH TBE CONTRACT DOCUMENTS AND COORDINATION WITH THE WORK, AND APPLY TUE CONTRACTOWS SIGNED REVIEW STAMT TO THE SUBNHTTAL CERTIFYING COMPLIANCE WITH TBE CONTRACT DOCUMENTS. SUBMITTALS WITHOUT THE CONTRACTOR'S REVIEW STAW WELL BE RETURNED WITHOUT REVIEW. TRANSNUT ALL SUBMITTALS TO TTIE ARCIRTECT. REVISE AND RESUBNUT SUBNHTTALS AS REQUIRED. SCIHEDULE SUBNUTTALS TO AVOID DELAY IN TBE PROGRESS OF TBE WORK, ALLOWING 14 DAYS FROM ARC141TECT'S RECEIPT FOR MITIAL SUBMITTAL REVIEW, AND 7 DAYS FOR SUBSEQUENT RESUBNHTTAL REVIEWS. Stfl3NUT RELATED ITEMS AS A SINGLE PACKAGE. PRODUCT DATA: SLTBI�HT PDFs NLARKED TO CLEARLY INDICATE APPLICABLE PRODUCTS, MODELS, OPTIONS, AND ANY DEVIATIONS FROM TBE CONTRACT DOCUMENTS. SHOP DRAWINGS: SUBMIT PDFs UNLESS OTHERWISE INDICATED OR REQUIRED. PROVIDE DRAENSIONED DRAWINGS AND DETAILS, INCLUDING ADJACENT CONSTRUCTION AND RELATED WORK, AND CLEARLY INDICATE ANY DEVIATIONS FROM TBE CONTRACT DOCUMENTS. WHERE INDICATED, SUBMT SHOP DRAWINGS AND ENGINEERING CALCULATIONS SEALED BY A DESIGN PROFESSIONAL REGISTERED TO PRACTICE IN TTIE JURISDICTION WHERE THE PROJECT IS LOCATED. CLOUD AND IDENTIFY ALL REVISIONS ON EACH RESUBMITTAL. SANWLES: SUBMIT 2 SAMTLES PLUS TUE NUMBER REQUIRED BY TBE CONTRACTOR, UNLESS OTBERWISE INDICATED. SUBMIT ADDITIONAL SAMPLES AS NECESSARY TO INDICATE THE RANGE OF COLOR, FIMSH AND TEXTURE TO BE PROVIDED. 1.05 CUTITNG AND PAMUNG: CONTRACTOR IS RESPONSIBLE FOR CUTTING, FITTING, AND PAMENG REQUIRED TO CONWLETE TBE WORK OR TO MAKE ITS PARTS FIT TOGETI]ER PROPERLY. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN AMANNER T14AT WILL REDUCE TBEIR LOAD CARRYING CAPACITY. PROTECT EXISTING CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PATCHWITH DURABLE SEAMS THAT ARE AS R'OnSIBLE AS POSSEBLE. RESTORE EXPOSED FMSFIES OF PATCBED AREAS AND EXTEND FMSH RESTORATION INTO ADJODUNG CONSTRUCTION IN A MANNER T14AT WILL ELMNATE EV1DENCE OF PATCHING. 1.06 PRODUCTS: PRODUCTS ARE ITEMS PURCHASED BY TBE CONTRACTOR FOR INCORPORATION INTO THE WORK. SELECT PRODUCTS T1-1AT COMPLY WITHT THE CONTRACT DOCUMENTS AND GOVERNING REGULATIONS ACCORDING TO TBE FOLLOWING: SEMI -PROPRIETARY SPEC1FICATION: WHERE PRODUCTS OR MANUFACTURERES ARE NANED FOLLOWED BY TTIE TERM "OR APPROVED SUBSTITUTE", TBE CONTRACTOR MAY SUBMIT UNNAMED PRODUCTS TO TTIE ARCFHTECT FOR APPROVAL. CONWL1ANCE SPECrFICATION: VJMRE ONLY COMPLLkNCE WITT-1 A CODE, STANDARD, OR REGULATION IS INDICATED, PROV1DE A PRODUCT THAT COMPLIES. DESCRIPTIVE SPECIFICATION: WHERE EXACT CHARACTERISTICS ARE INDICATED, PROVIDE A PRODUCT T11AT CONWLIES. DELfVER, STORE, AND HANDLE PRODUCTS IN ACCORDANCE WITH TTIE MANUFACTUREWS RECOMAffiNDATIONS. INSTALL PRODUCTS IN ACCORDANCE WITH TBIE MANUFACTUREWS INSTRUCTIONS; ViFIERE MANUFACTUREWS INSTRUCTIONS CONFLICT WITT-1 THE CONTRACT DOCUMENTS, REQUEST DIRECTION FROM TBE ARMTECT. 1.07 QUALITY CONTROL: THE OViNER WILL PROVIDE AN 1NDEPENDENT AGENCY TO PERFORM TESTING AND INSPECTIONS INDICATED, OR REQUIRED BY THE AUTHORITTES HAVING JUSRISDICTION. TBE CONTRACTOR IS RESPONSIBLE FOR THE COSTS OF RETESTING, WHERE THE RESULTS OF TESTS AND INSPECTIONS PERFORMED INDICATE NONCOMPLLANCE WITH REQUIREMENTS. COOPERATE WITH TESTING AND INSPECTION AGENCEES, INCLUDING SCHEDULING TESTS AND INSPECTIONS, PROV1DING ACCESS TO TBE WORK, FURNISEIING INCIDENTAL LABOR, AND PROVIDING SECURITY AND PROTECTION OF SAWLES. PROTECT CONSTRUCTION EXPOSED BY OR FOR TESTING AND INSPECTION, AND REPAIR CONSTRUCTION DAMAGED BY TESTING OR INSPECTION. 2 SITEWORK 2.01 EARTHWORK GENERAL: SEE CIVIL DRAWINGS, STRUCTURAL DRAWINGS, AND GEOTECEMCAL REPORT FOR ADDMONAL REQUIREMENTS THAT APPLY TO TfHS SECTION. GEOTECEMCAL ENGINEERING: PERFORM SITE PREPARATION, FELL, BACKFILL, COMPACTION AND GRADING OPERATIONS UNDER A QUALITY CONTROL PROGRAM MONITORED BY TIHE OWNEWS GEOTECEMCAL ENGINEER. 2.02 TERMITE TREATMENT: ENGAGE A LICENSED PROF'ESSIONAL PEST CONTROL OPERATOR TO APPLY A SOIL TREATMENT TERNUTICIDE BEARING A FEDERAL REGISTRATION NUMBER OF THE EPA AND REGISTERED WITH TBE LOCAL AUTHORITI]ES 11AVING JURISDICTION. APPLY IN ACCORDANCE WITH TBE MANUFACTUREWS INSTRUCTTONS.TREAT LJNDER ALL BUILDING SLABS, ALONG BOTH SMES OF FOUNDATION WALLS, AT ALL PENETRATIONS, AND IN ALL HOLLOW VOIDS OF FOUNDATION CONSTRUCTION. REAPPLY TREATMENT TO AREAS DISTURBED BY SUBSEQUENT CONSTRUCTION OR LANDSCAPING. PROVIDE A FIFVE YEAR WRITTEN WARRANTY AGAINST TERMITE INFESTATION, AGREEING TO RETREAT AND REPAIR DAMAGE. 2.03 FOLTNDATION DRAINAGE: PRODUCTS: DRAINAGE PIPE: ASTM F667, CORRUGATED POLYETHYLENE PIPE AND FITTINGS, PERFORATED, WITH COUPLINGS FOR SOIL TIGHT JOINTS. FILTER FA_BR1C: NONWOVEN SYNTBETIC FEBER GEOTEXTILE FABRIC; "N11RAFIL 160N" BY TENCATE GEOSYNTLIETICS AMERICAS, OR APPROVED SUBSTITUTE. DRAINAGE FILL: WASBED CRUSHED STONE, ASTM C33 NO. 57. INSTALLATION: INSTALL PERFORATED ME WITH PERFORATIONS DOWN, JORSHNG PIPES AND FITTINGS WITH SOIELTIGHT JOINTS. PROV1DE CLEAN -OUTS AT MAXPAUM 75 FOOT INTERVALS. PLACE GRAVEL AS INDICATED, SURROUNDED BY FILTER FABRIC. EXTEND PIPE TO DAYLIGHT, PITCHED IN DIRECTION OF FLOW AT MINDAUM 1% SLOPE. W =W, W) q� W a�20DW CDW 0 U_J U_ 00 C) Z _J Z 3: ��- - 11� < Z >_ E < < _J >_ UJ W 0 __J W < Z LU U 0 _J W a- L_ < co rr < UJ Z < 0 W 0,- U �2 T- C/) _J F-- �- �_ 0 0 0 =M<wu CfZ Wa I— < D < �E �_ 1� < 0 Z 0 co Z a W W C� < Z-,-) Z D C/) �- E of Z =OOZCnLUZZ-0 2� U) 0 0 0 �- LL 0 W 1 7) - U 0 W LLZ3:a0 0 0 zm�- (D 0- Z W U Z >- Ldw 0- a D LU W 0 LU W Ix W < a �- U �- < UJ I- C) F_ 0 UJ - Z C/) afCLUOU0 QLL_J =<Z M 0 W W W U Z LL _J 0 U a- 0 W of F- I— Q� Z < Es < W Q� W U Z ., a- 5E uj 4� < UJ . E < of 3: W W U a U a- W < UJ E W U < of W . w. - < z uj T LI) a < co < CL o) C� 3 5 �-- n n a) bfi M 4-1 7� C�l 0 N_ U oil 0 ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SUEET NUMMER I I OUTLINE SPECIFICATIONS 3 CONCRETE - - - - 5 METALS 1 6 WOOD (CONTR,TUED) --- - 7 THERMAL AND MOISTURE PROTECTION (CONTINUED) 7 THERMAL AND MOISTURE PROTECTION (CONTINUED) 3.01 CAST -IN -PLACE CONCRETE: 5.01 METAL FABRICATIONS 6.04 ARCIRTECTURAL WOODWORK: 7.03 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 7.07 METAL WALL PANELS GENERAL: SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS THAT GENERAL: SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS THAT GENERAL: COMPLY WITH AWI QUALITY STANDARDS. COMPLY WITH CARB GENERAL: DO NOT INSTALL WHEN AIR OR WALL TEMPERATURES WILL BE BELOW GENERAL: PROVIDE STRUCTURAL METAL WALL PANEL SYSTEMS MEETING APPLY TO THIS SECTION. APPLY TO THIS SECTION. REQUIREMENTS FOR FORMALDEHYDE EMISSION LEVELS. SUBMIT SHOP DRAWINGS 40 DEGREES F OR ABOVE I 00 DEGREES F WITHIN 24 HOURS OF APPLICATION, DO NOT INDICATED REQUIREMENTS AS DETERMINED BY QUALIFIED TESTING AGENCY: SUBMITTALS: SUBM[IT PRODUCT DATA FOR REVIEW. SUBM[ITTALS: SUMBIT SHOP DRAWINGS FOR INDICATED PRODUCTS SEALED BY OF ARCHITECTURAL WOODWORK FOR REVIEW. PROTECT WOOD PRODUCTS FROM INSTALL DURING INCLEMENT WEATHER UNLESS PROTECTION IS PROVIDED. STRUCTURAL PERFORMANCE: WITHSTAND DESIGN WIND LOADS INDICATED, TOLERANCES: PLACE CONCRETE AT INDICATED LOCATIONS AND ELEVATIONS, A PROFESSIONAL ENGINEER REGISTERED TO PRACTICE IN THE JURISDICTION EXPOSURE TO WEATHER AND CONTACT WITH WET SURFACES. DO NOT DELIVER WOODWORK FOR INTERIOR USE UNTIL TEMPERATURE AND HUMIDITY CONDITIONS SUBMITTALS: SUBM[IT PRODUCT DATA AND TEST REPORTS INDICATING WITH MAXIMUNI DEFLECTION OF 1/120 OF THE SPAN. TRUE TO LINE, PLUMB, AND LEVEL (1/8" IN 10', 1/4" IN TOTAL). WHERE THE PROJECT IS LOCATED, SHOWING COMPLIANCE WITH THE INDICATED STRUCTURAL REQUIREMENTS WITHOUT EXCEEDING ALLOWABLE HAVE BEEN STABILIZED AT FINAL OCCUPANCY LEVELS, AND CONDITION MINIMUM CONTLIANCE WITH REQUIREMENTS. THERMAL MOVEMENT: ALLOW FOR THERMAL MOVEMENT AND DEFLECTION DRAINAGE FELL: WASHED CRUSHED STONE, ASTM C33 NO. 57. PLACE AND CONTACT WORKING STRESS OF MATERIALS, INCLUDING ANCHORS AND CONNECTIONS. 3 DAYS IN STABILIZED SPACE BEFORE INSTALLATION. PERFORMANCE REQUIREMENTS: PROVIDE EXTERIOR INSULATION AND FINISH FROM AMBIENT AND INTERNAL TEMPERATURE VARIATIONS. DRAINAGE FILL MATERIAL TO REQUIRED ELEVATIONS, WITH A TOLERANCE OF 1/2" PLASTIC LAMINATE CABINETS: AWI CUSTOM GRADE, FLUSH OVERLAY SYSTEMS MEETING INDICATED REQUIREMENTS FOR THE FOLLOWING TESTS SUBMITTALS: SUBMIT SHOP DRAWINGS INDICATING PANEL LAYOUT AND DETAILS IN 10'. QUALT TY ASSURANCE: FIELD VERIFY DIMENSIONS PRIOR TO SHOP CONSTRUCTION, NEMA GRADE HGS PLASTIC LAMINATE UNLESS OTHERWISE PERFORMED BY A QUALIFIED TESTING AGENCY: OF EACH CONDITION OF INSTALLATION, INCLUDING EDGE CONDITIONS, JOINTS, WATERSTOPS: FLEX113LE COMPOUND OF BUTYL RUBBER AND SODIUM BENTONITE FABRICATION. QUALIFY WELDING PROCESSES AND OPERATORS IN ACCORDANCE WITH AWS DIA AND D1.3. COMPLY WITH RECOMMENDATIONS OF INDICATED IN COLOR AND FINISH AS SCHEDULED, PROVIDE WHITE MELAMINE FIRE -RESISTANCE RATED CONSTRUCTION: ASTM El 19 OR UL 263, CLASSIFIED OPENINGS, PENETRATIONS, FLASHINGS, TRIK AND FASTENERS AND SEALANT PLACEMENT. INCLUDE PRODUCT DATA AND TEST REPORTS INDICATING CLAY; "CCW MIRASTOP" BY CARLISLE COATINGS & WATERPROOFING, INC., OR NAAMM AMP 510-92 METAL STAIRS MANUAL AND NAAMM ANT 521-01 PIPE FINISH AT ALL INTERIOR AND NON -EXPOSED SURFACES, INCLUDING SHELVES. AS A COMPONENT OF THE FIRE -RESISTANCE RATED WALL ASSEMBLY COMPLIANCE WITH REQUIREMENTS. APPROVED SUBSTITUTE. RAILING MANUAL. CABINET HARDWARE: ANSI/BBMA A156.9. INDICATED. VAPOR RETARDER: MININIUM 10 MEL PLASTIC SHEET COMPLYING WITH ASTM E1745, METALS: DOOR AND DRAWER PULLS: STEEL WIRE PULL WITH POLISHED CHROME FINISH, POTENTIAL BEAT: NFPA 259, NOT TO EXCEED POTENTIAL BEAT OF FOAM RIBBED METAL WALL PANELS: MINIMUM 26 GAUGE GALVALUNlE STEEL, SMOOTH SURFACE, 36" WIDE x 1-1/4" HEIGHT, 12" RIB SPACING, WITH GASKETED EXPOSED CLASS A. INSTALL IN ACCORDANCE WITH ASIM E1643, LAP JOINTS NIMNIUM 121, . STEEL WIDE FLANGE SHAPES: ASTM A992. 4" CENTER -TO -CENTER SPACING; ITEM # 11 6.07.23 8 BY HAFELE AMERICA CO., OR PLASTIC INSULATION IN INTERMEDIATE SCALE MULTI -STORY FIRE TEST. FASTENING SYSTEM; "PBR"BY MBCI, OR APPROVED SUBSTITUTE. AND SEAL JOINTS, PERIMETER AND PENETRATIONS WITH MANUFACTUREWS STEEL CHANNELS, ANGLES, AND PLATES: ASTM A36. APPROVED SUBSTITUTE. SURFACE BURNING CHARACTERISTICS: ASTM E84 OR UL 723, ALL RECOMMENDED MASTIC OR TAPE. INDIVIDUAL COMPONENTS INCLUDING INSULATION, ADHESIVES, BASE AND AIR INFILTRATION: MAXIMUNI 0.006 CFM[JSQ FT AT 6.24 LBF/SQ FT STATIC AIR EXPANSION JOINT FELLER: ASPHALT SATURATED CELLULOSE FIBER STRIPS (ASTM STEEL PIPE: ASIM A53, GRADE B. DOOR HINGES: 32mm SYSTEM CONCEALED BINGES WITH 1 10' OPENING ANGLE; "CLIP TOP" BY BLUM INC., OR APPROVED SUBSTITUTE. FINISH COATS, AND AIR WATER BARRIER TO HAVE MAXIMUM FLAME PRESSURE (ASTM E1680). D1751). HOLLOW STEEL SECTIONS (HSS): ASIM A500, GRADE B. SPREAD INDEX OF 25 AND MAXIMUM SMOKE DEVELOPED INDEX OF 450. WATER PENETRATION: NO UNCONTROLLED WATER PENETRATION AT 20 LBF/SQ EXPANSION JOINT FILLER FOR SEALANT JOINT: ASIM D4819, TYPE 11, CLOSED CELL STEEL FLOOR PLATE: ASIM A786, DIAMOND PATTERN. FILE DRAWER SLIDES: SIDE MOUNTED FULL EXTENSION HEAVY DUTY SLIDES; "MODEL INTERMEDIATE SCALE MULTI -STORY FIRE TEST: NFPA 285 (UBC SIT) 26-9), FT STATIC AIR PRESSURE (ASIM E 1646). POLYETHYLENE JOINT FILLER, WITH REMOVABLE STRIP FOR SEALANT JOINT; STEEL SHEET: ASTM A101 1. 4034" BY ACCURIDE INTERNATIONAL INC., OR APPROVED SUBSTITUTE. PASS ACCEPTANCE CRITERIA. PREFINISHED: ALUMINUM -ZINC ALLOY -COATED STEEL SHEET (ASIM A792, "DEK-0-FOAM" BY W.R. MEADOWS, INC., OR APPROVED SUBSTITUTE. ALUMINUM DIAMOND PLATE: ASTM B632,3003-1114 ALLOY. DRAWER SLIDES: SIDE MOUNTED FULL EXTENSION SLIDES; "MODEL3832"BY IGNITION: NFPA 268, PASS ACCEPTANCE CRITERIA. GRADE 50, COATING CLASS AZ50),2-COAT 70% FLUOROPOLYMER FINISH SYSTEM FINISHING: FABRICATION: FABRICATE TO INDICATED SIZES, DIMENSIONS AND DETAILS. ACCURIDE INTERNATIONAL INC., OR APPROVED SUBSTITUTE. IN COLOR INDICATED, WITH 25 YEAR WARRANTY. ASSEMBLE WORK TRUE -TO -LINE, WITH TIGHT, CLOSE FITTING JOINTS. EASE GROMMETS: 2-1/2" DIAMETER METAL GROMMET, BRUSHED NICKEL FINISH; ITEM WARRANTY: PROVIDE MANUFACTUREWS STANDARD 10 YEAR SYSTEM WARRANTY. GALVALUME FINISH: ALUMINUM -ZINC ALLOY -COATED STEEL SHEET (ASTM INTERIOR SLABS: FLOAT INTERIOR SLABS AND APPLY TROVv`EL FINISH TO EXPOSED EDGES AND GRIND ALL EXPOSED WELDS SMOOTH. PROVIDE # 429.94.658 BY HAFELE AMERICA CO., OR APPROVED SUBSTITUTE. A792, GRADE 50, COATING CLASS AZ50), UNPAINTED GALVALUNM PLUS FINISH, PRODUCE UNIFORM TEXTURE FREE OF TROWEL MARKS. COMPONENTS REQUIRED FOR PROPER ANCHORAGE. PLASTIC LAMINATE CA13INETS: AWI CUSTOM GRADE, FLUSH OVERLAY EXTERIOR INSULATION AND FINISH SYSTEM: DRAINAGE TYPE EIFS SYSTEM WITH WITH 20 YEAR WARRANTY. EXTERIOR SLABS: FLOAT EXTERIOR SLABS AND APPLY NON -SLIP BROOM FINISH STEEL BOLLARDS: FABRICATE FROM SCHEDULE 40 STEEL PIPE. PROVIDE CUTOUTS CONSTRUCTION, NEMA GRADE HGS PLASTIC LAMINATE UNLESS OTHERWISE AIR/WATER BARRIER; "OUTSULATION PLUS MD SYSTEM" BY DRYVIT SYSTEMS. INC., OR APPROVED SUBSTITUTE. FLORIDA PRODUCT APPROVAL NUMBER: 11917.5. PERPENDICULAR TO TRAFFIC DIRECTION. FOR FIXTURES AND HOLES FOR WIRING. FINISH WITH SHOP PRIN11R. INDICATED IN COLOR AND FINISH AS SCHEDULED, PROVIDE WHITE MELAMINE FORMED SURFACES: PROVIDE FORM MATERIALS TO PRODUCE A SMOOTH, STEEL DUMPSTER ENCLOSURE GATES: FABRICATE TO DIMENSIONS AND DETAILS FINISH AT ALL INTERIOR AND NON -EXPOSED SURFACES, INCLUDING SHELVES. FLORIDA PRODUCT APPROVAL NUMBER: 2030.12. TAPERED RIB METAL WALL PANELS: MIND" 24 GAUGE GALVALUME STEEL, , UNIFORM TEXTURE FOR CONCRETE EXPOSED TO VIEW, WITH REGULAR SEAM INDICATED. SUMBIT SEALED SHOP DRAWINGS INDICATING COMPLIANCE WITH INSTALLATION: CON[PLY WITH AWI SECTION 1700, CUSTOM GRADE. SET UNITS FLUID APPLIED AIR/WATER BARRIER (AWB): FLUID APPLIED WATER -RESISTIVE SMOOTH SURFACE, 36" WIDE COVERAGE x 1-1/2" HEIGHT, 7.2" RIB SPACING, WITH AND TIE PATTERNS. FELL VOIDS AND REMOVE PROJECTIONS TO MATCH FORMED LOADS INDICATED WITHOUT EXCEEDING ALLOWABLE WORKING STRESS OF LEVEL, STRAIGHT, AND TRUE, WITH NO DISTORTIONS. SHIM AS REQUIRED WITH MEMBRANE AND AIR BARRIER SYSTEM SPECIFIED IN SEPARATE SECTION, GASKETED EXPOSED FASTENING SYSTEM; 7.2 PANEL" BY MBCl, OR APPROVED CONCRETE COLOR AND TEXTURE. MATERIALS, INCLUDING ANCHORS AND CONNECTIONS. HOT -DIP GALVANIZE CONCEALED SHIMS TO A TOLERANCE OF 1/8" IN g'-O" FOR LEVEL, WITH NO APPROVED BY EFFS MANUFACTURER FOR COMPATIBILITY WITH EFFS. SUBSTITUTE. PROVIDE REVERSED ROLLED PANELS AT HORIZONTAL APPLICATIONS, XTARTATMV TM PT Tj4ZWtJPQ4Z'Pn_Q A_n_1r)TXTTxT('� 4ZTTP_PAi"_PQ 4Zt'_PM_P ANM rTjT WITH FASTENERS INSTALLED IN LOW RIBS. CURING: COMPLY WITH ACI 308. PROTECT CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLI)TEMPERATURES IN ACCORDANCE WITH ACT 305 AND ACI 306. BEGIN CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACES AFTER FINISHING. CONCRETE CURING COMPOUND: ASTM C309 TYPE I-D, DISSIPATING WATER -BASED LIQUID MEMBRANE -FORMING CONCRETE CURING COMPOUND WITH FUGITIVE DYE; "I 150-CLEAR" BY W.R. MEADOWS, INC., OR APPROVED SUBSTITUTE. PREPARE SURFACES AND SPRAY APPLY TO NEW CONCRETE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. INTERIOR CONCRETE SLAB CONTROL AND CONSTRUCTION JOINT FILLER: TWO -COMPONENT, SEMI-RlGID EPDXY JOINT FILLER, 100% SOLIDS, NUNINIUM 90 SHORE A HARDNESS (ASTM D 2240), MINIMUM 1,300 PSI TENSIL STRENGTH (ASTM D638), MINIM[UM 45% ELONGATION (ASTM D638), CUSTOM COLOR; "MM-80" BY METZGER/MCGUIRE, OR APPROVED SUBSTITUTE. ALLOW CONCRETE SLABS TO CURE M]NEAUNI 90 DAYS AND STABILIZE INTERIOR TEMPERATURE AT FINAL OCCUPANCY LEVEL BEFORE INSTALLATION. PREPARE SUBSTRATES AND INSTALL IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS AT INTERIOR CONCRETE SLAB CONTROL AND CONSTRUCTION JOINTS. PRIME SUBSTRATES AS RECOMMENDED, INSTALL FULL DEPTH AT CONTROL JOINTS AND MININIUM 2" DEPTH AT CONSTRUCTION JOINTS, AND TRIM FLUSH WITH CONCRETE SLAB SURFACE. 4 MASONRY 4.01 MASONRY: GENERAL: SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS THAT APPLY TO THIS SECTION. COMPLY WITH RECOMMENDATIONS OF BIA AND NCM[A. SUBMITTALS: SUBM[IT PRODUCT DATA FOR REVIEW. PROJECT CONDITIONS: DO NOT INSTALL WHEN TEMPERATURES ARE BELOW 40 DEGREES F. DO NOT USE FROZEN MATERIALS, OR BUILD ON FROZEN SUBSTRATES. PROTECT COMPLETED WORK FROM FREEZING FOR MUM" 48 HOURS BY USE OF INSULATING BLANKETS OR BY PROVIDING ENCLOSURE AND BEAT. COMPLY WITH ACI 530. 1. COVER TOPS OF WALLS AND PROJECTIONS WITH WATERPROOF SHEETING AT END OF EACH DAY. CONCRETE MASONRY UNITS (CMU): ASTM C90, HOLLOW LOAD BEARING BLOCK UNLESS OTHERWISE INDICATED, NOMINAL FACE DIMENSIONS OF 8" HIGH x 16" LONG (7-5/8"xl5-5/8" ACTUAL) x THICKNESS INDICATED. PROVIDE SPECIAL SHAPES WHERE REQUIRED FOR LINTELS, BOND BEAMS, CORNERS, JAMBS, SASH, CONTROL JOINTS, AND OTHER SPECIAL CONDITIONS. SMOOTH FACE CNIU: NLkNUFACTURER!S STANDARD TEXTURE AND COLOR. HORIZONTAL JOINT REINFORCEMENT: ASTM A95 1, LADDER TYPE WELDED WIRE UNITS FABRICATED WITH DEFORMED CONTINUOUS 9 GUAGE SIDE RODS AND PLAIN 9 GAUGE CROSS RODS SPACED @ 16" O.C., WIDTH TO PROVIDE MINIMUM MORTAR COVERAGE OF 5/8" ON EXTERIOR FACE AND 1/2" ON INTERIOR FACE, HOT -DIP GALVANIZED (ASTM A153, CLASS B-2). PROVIDE PREFABRICATED "L" SECTIONS AT CORNERS, AND "T" SECTIONS AT INTERSECTIONS. INSTALL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY UNLESS OTHERWISE INDICATE, WITH ENDS LAPPED MINIMUM 12". DO NOT EXTEND JOINT REINFORCEMENT THROUGH CONTROL JOINTS. CMU CONTROL JOINT: PREMOULDED RUBBER CONTROL JOINT DESIGNED TO FIT SASH BLOCK; "RS-STANDARD" BY HOHMANN & BARNARD, INC., OR APPROVED SUBSTITUTE. LAYING MASONRY: BUILD WALLS TRUE TO LINE, PLUMB AND LEVEL (1/411 IN 101, 1/211 IN TOTAL). BUILD -IN ITEMS AND PROVIDE OPENINGS AND RECESSES FOR OTHER WORK AS REQUIRED. CUT MASONRY UNITS WITH MOTOR DRIVEN SAWS TO FIT ADJOINING WORK AND MAINTAIN PATTERN, WITH STRAIGHT UN -CHIPPED EDGES. LAY UNITS IN RUNNING BOND PATTERN UNLESS OTHERWISE INDICATED, WITH NOMINAL 3/8" JOINTS, PLUS OR MINUS 1/8" FOR BED, AND PLUS 1/4" OR MINUS 1/8" FOR BEAD. DO NOT TOOTH -IN UNITS. LAY SOLID UNITS WITH COMPLETELY FILLED BED AND HEAD JOINTS. LAY HOLLOW CONCRETE MASONRY UNITS WITH FULL MORTAR COVRAGE ON HORIZONTAL AND VERTICAL FACE SHELLS AND WEBS. FELL COLLAR JOINTS BETWEEN WYTBES, EXCEPT AT REQUIRED CAVITIES. KEEP CAVITIES CLEAR OF EXCESS MORTAR. TOOL EXPOSED JOINTS SLIGHTLY CONCAVE UNLESS OTHERWISE INDICATED, AND STRIKE JOINTS FLUSH WHEN INDICATED TO BE COVERED WITH ANOTHER MATERIAL. CLEAN MASONRY WITH WATER AND A SOFT BRISTLE BRUSH. 4.02 MANUFACTURED STONE VENEER GENERAL: SUBMIT PRODUCT DATA FOR REVIEW. MANUFACTURED STONE: PRECAST VENEER UNITS CONSISTING OF PORTLAND CEMENT, LIGHTWEIGHT AGGREGATES, AND MINERAL OXIDE PIGMENTS, WITH MINIMUM AVERAGE COMPRESSIVE STRENGTH OF 1800 PSI (ASTM C39), WATER ABSORPTION LESS THAN 22%, LESS THAN 3% WEIGHT LOSS IN FREEZE -THAW TEST (ASTM C67); MANUFACTURER, PRODUCT AND COLOR AS SCHEDULED. PROVIDE SPECIAL CORNER SHAPES AT OUTSIDE CORNERS, AND WATERTABLE SILL SHAPES AS INDICATED. MORTAR: ASTM C91 MASONRY CEMENT IN COLOR SCHEDULED, ASTM C144 AGGREGATE, AND POTABLE WATER PROPORTIONED IN ACCORDANCE WITH ASTM C270 FOR TYPE N MORTAR. CALCIUM CHLORIDE IS NOT PERMITTED. LATH AND TRIM: ASTM C1063, GALVANIZED STEEL. LATH: ASIM C847,2.5 LB PER SQ YD SELF -FURRED DIAMOND MESH LATH, WITH GRADE D PAPER BACKING. CASING BEADS: J-TYPE CASING BEAD WIT14 EXPANDED FLANGE AT ALL TERMINATIONS, UNLESS OTHERWISE INDICATED. Vv`EEP SCREEDS: PUNCHED V-STOP WITH 3-1/2" SOLID FLANGE AT FOUNDATION TERMINATION. EXPANSION JOINTS: 2 PIECE EXPANSION JOINT WITH INTERLOCKING SOLID FLANGES AT CHANGES IN SUBSTRATE CONSTRUCTION AND AT CONTROL JOINTS IN SUBSTRATE. INSTALLATION: INSTALL IN ACCORDANCE WITH T14E MANUFACTUREKS INSTRUCTIONS AND THE MASONRY VENNER MANUFACTURERS ASSOCIATION INSTALLATION GUIDE. DO NOT INSTALL WHEN TEMPERATURES ARE BELOW 40 DEGREES F. PROTECT FROM FREEZING FOR MINUVIUM 48 HOURS. INSTALL LATH AND METAL TRIM IN ACCORDANCE WITH ASTM C1063, WITH HOT -DIP GALVANIZED FASTENERS. APPLY NOMINAL 1/2" MORTAR SCRATCH COAT, SCORE, AND MOIST CURE FOR MINIMUM 48 HOURS. MANUFACTURED STONE: SET UNITS IN NOMINAL 1/2" MORTAR SETTING BED. LAY UNITS WITH MINEM[AL JOINTS FOR DRYSTACK APPEARANCE. LAY STONE WITH LONG AXIS HORIZONTAL. LIMIT UNINTERRUPTED HORIZONTAL JOINTS TO 48" MAXIMUM AND UNINTERRUPTED VERTICAL JOINTS TO 12" MAXIMUNI. r-I.- I F�fukjfsl r ltvDrut_tl I lkil,413 I u klulvlrl� I w -1 I 11 -ft3 I Ivi ti I /_j 1-11kPlurl 0 -1. FINISH: REMOVE SCALE, RUST AND OTHER DELETERIOUS MATERIALS FROM FERROUS METAL IN ACCORDANCE WITH SSPC SP-3 "POWER TOOL CLEANING". UNLESS INDICATED TO BE GALVANIZED OR POWDER COATED, SHOP PRIME FERROUS METAL WITH FABRICATORS STANDARD RUST-INIIIBITIVE PAINT, APPLIED IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS TO PROVIDE A MIND" DRY FILM THICKNESS OF 2.5 MILS. UNLESS OTHERWISE INDICATED, HOT -DIP GALVANIZE EXPOSED EXTERIOR ITEMS NOT INDICATED TO BE POWDER COATED, AND ITEMS EMBEDDED IN CONCRETE. COMPLY WITH ASTM A153 FOR FERROUS METAL HARDWARE, AND ASTM A123 GRADE 85 FOR FERROUS METAL SHAPES, PLATES AND BARS. INSTALLATION: INSTALL WORK TRUE -TO -LINE, PLUMB AND LEVEL, ACCURATELY FITTED AND FREE OF DISTORTION AND DEFECTS. ANCHOR FABRICATIONS SECURELY IN PLACE WITH COMPATIBLE FASTENERS. TOUCH-UP PAINTING WITH SAME MATERIAL USED FOR SHOP PAINTING IMMEDIATELY AFTER ERECTION. REPAIR GALVANIZING TO COMPLY WITH ASTM A780. FOR EXTERIOR APPLICATIONS AND WHERE BUILT INTO EXTERIOR WALLS, USE GALVANIZED FASTENERS WITH GALVANIZED FERROUS METAL, USE STAINLESS STEEL FASTENERS WITH STAINLESS STEEL AND ALUMENUNI MATERIALS, AND MIUM ITH H MATERIALS. 6 WOOD 6.01 ROUGH CARPENTRY: GENERAL: STORE WOOD PRODUCTS OFF GROUND TO PREVENT TWISTING OR WARPING, WITH PROTECTION FROM WEATHER, REPLACE DAMAGED OR DETERIORATED MATERIALS. SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. LUNIBER - BLOCKING: SOUTHERN YELLOW PINE, SPIB NO. 2, S4S AND GRADESTAMPED, 19% MAXIMUM MOISTURE CONTENT. PLYWOOD: COMPLY WITH PS-1. PROVIDE APA RATED SHEATHING, EXPOSURE 1, GRADE C-D OR BETTER, THICKNESS AS INDICATED. LAMINATED STRAND LUMBER (LSL) - BLOCKING: LSL RINI BOARD, GRADE 1730 Fb/1.35E, MJNIMUM[ 1-3/4" THICKNESS x DEPTH INDICATED, COMPLY WITH ICC ES ESR-1387 OR 2403, GRADESTAMPED. PRESERVATIVE PRESSURE TREATMENT (P.T.): PRESERVATIVE PRESSURE TREAT INTERIOR WOOD FRAMING INDICATED AS T.T." WITH ZINC BORATE TO COMPLY WITH AWPA STANDARD Ul FOR USE CATAGORY 2, AND KILN DRIED AFTER TREATMENT TO MAXIMUNt 19% MOISTURE CONTENT. FIRE RETARDANT TREATMENT (FRT): PRESSURE TREAT WOOD INDICATED AS TRT" TO CONIPLY WITH AWPA STANDARD P49 TO PROVIDE WOOD WITH A FLAME SPREAD AND SMOKE DEVELOPED RATING OF LESS THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E84 FOR MINIMUM 30 MINUTE DURATION. PROVIDE TREATMENT TYPE RECOMMENDED BY TREATMENT MANUFACTURER FOR INTENDED USE. TREATMENT TO PROVIDE PROTECTION AGAINST TERMITES AND FUNGAL DECAY, AND BE REGISTERED WITH EPA FOR USE AS A WOOD PRESERVATIVE. TREATED WOOD IN CONTACT WITH CARBON STEEL AND ALUMINUM TO HAVE CORROSION RATES OF LESS THAN I MIL PER YEAR WHEN TESTED IN ACCORDANCE WITH FED SPEC MEL-L- 19140, PARAGRAPH 4.6.5.2. KILN DRY AFTER TREATMENT TO MAXIMUM MOISTURE CONTENT OF 19% FOR LUMBER AND 15% FOR PLYWOOD, AND STAMP EACH PIECE WITH UL LABEL CLASSIFICAION. FASTENERS: PROVIDE FASTENERS AS REQUIRED, CORROSION RESISTANT WHERE EXPOSED TO THE EXTERIOR OR IN CONTACT WITH PRESERVATIVE PRESSURE TREATED OR FIRE RETARDANT TREATED WOOD. INSTALLATION: DISCARD NUTERIAL THAT IS TOO SHORT FOR OPTIMUM JOINT ARRANGEMENT, SPLIT, WARPED, BOWED, TWISTED, OR OTHERWISE DEFECTIVE. SET CARPENTRY WORK TO REQUIRED LINES AND ELEVATIONS, WITH MEMBERS PLUMB, LEVEL, SQUARE, AND STRAIGHT (1/4" IN 10', 1/2" TOTAL). CUT MEMBERS TO FIT TIGHTLY, AND SECURELY ATTACH TO SUBSTRATES AND SUPPORTING MEMBERS WITH FASTENERS THAT WILL NOT PENETRATE MEMBER WHERE OPPOSITE SIDE WELL BE EXPOSED TO VIEW OR RECEIVE FINISH MATERIALS. PROVIDE BLOCKING AS REQUIRED FOR ATTACHMENT OF OTHER WORK. 6.02 INSULATING SHEATHING: GENERAL: PROTECT PRODUCTS FROM EXPOSURE TO WEATHER AND CONTACT WITH WET SURFACES. SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. MINERAL WOOL BOARD INSULATION: ASTM C612 TYPE IVB, THICKNESS INDICATED, M[INIMUM R-VALUE OF 4.0 PER INCH AT 75 DEG F (ASIM C5 I 8), MAXIMUM FLAME SPREAD INDEX OF 0 AND MAXIMUM SMOKE DEVELOPED INDEX OF 0 (ASTM E84), MININIUM DENSITY OF I I PCF (ASTM C303); "COMTORTBOARD 1 1 0" BY ROCKWOOL, INC., OR APPROVED SUBSTITUTE. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS. ATTACH TO METAL FRAMING WITH MANUFACTUREKS RECOMMENDED CORROSION RESISTANT SCREWS AND WASHERS COMLYING WITH ASTM C 1002 OR ASTM C954. 6.03 GYPSUM SHEATHING: GENERAL: PROTECT PRODUCTS FROM EXPOSURE TO WEATHER AND CONTACT WITH WET SURFACES. SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. GYPSUM SHEATHING: ASIM C 1 177, WATER-RESISTANT GYPSUM CORE PANELS WITH FIBERGLASS MAT FACINGS, MAXIMUM FLAME SPREAD INDEX OF 0 AND MAXIMUM SMOKE DEVELOPED INDEX OF 0 (ASTNI E84), THICKNESS AND TYPE AS INDICATED; "SECUROCK" BY UNITED STATES GYPSUM COMPANY, "DENSGLAS GOLD" BY GEROGIA-PACIFIC BUILDING PRODUCTS, OR APPROVED SUBSTITUTE. . INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM C 1280, GA-253, AND THE MANUFACTUREWS INSTRUCTIONS. ATTACH TO METAL FRAMING WITH NIANUFACTUREWS RECOMMENDED CORROSION RESISTANT SCREWS COMLYING WITH ASIM C 1002 OR ASTM C954. FASTENER SPACING: MINIMUM 1-518" LENGTH #6 BUGLE BEAD SCREWS SPACED 8" O.C. M[AXINIUM INTO FRAMING SPACED 16" O.C. MAXIM[UM, EXCEPT SPACED 6" O.C. MAXIMUM WITHIN 10'OF BUILDING CORNERS (ZONE 5). WOODWORK TO FIT ADJOINING WORK, AND REATORE . FINISH OF CUT SURFACES. ANCHOR SECURELY TO SUBSTRATES WITH CONCEALED FASTENERS. ADJUST HARDWARE TO ALIGN DOORS AND DRAWERS, AND TO PROVIDE UNENCUMBERED OPERATION. 6.05 SOLID SURFACE FABRICATIONS: GENERAL: FABRICATOR AND INSTALLER TO BE CERTIFIED BY SOLID SURFACE MANUFACTURER. SUBMIT PRODUCT DATA AND SHOP DRAWINGS OF SOLID SURFACE FABRICATIONS FOR REVIEW. SOLID SURFACE MATERIAL TO COMPLY WITH ASIM E84 CLASS A REQUIREMENTS FOR SURFACE BURNING CHARACTERISTICS, WITH MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE DEVELOPED INDEX OF 450. SOLID SURFACE MATERIAL: CAST, NONPOROUS, QUARTZ BASED COMPOSITE WITH THROUGH BODY COLORS AS SCHEDULED. PROVIDE JOINT ADHESIVES AND COLOR -MATCHED SEALANTS AS RECOMMENDED BY THE MANUFACTURER. FABRICATION: COMPLY WITH THE MANUFACTURER!S RECONIMENDATIONS. COUNTERTOPS: FABRICATE COUNTERTOPS IN ACCORDANCE WITH THE KkNUFACTURER!S RECOMMENDATIONS FROM 3/4" THICK MATERIAL, WITH INCONSPICUOUS ADHERED REINFORCED JOINTS, EASED EDGES, 3/4" RADIUSED OUTSIDE CORNERS, AND MATTE FINISH. FABRICATE BACK AND SIDE SPLASHES FROM 1/2" THICK MATERIAL TO MATCH COUNTEREOPS. PROVIDE RECESSES AND CUTOUTS TO ACCOMMODATE MOUNTING HARDWARE, SUPPORTS, FIXTURES, AND WORK BY OTHER TRADES. SELLS: FABRICATE FROM 3/4" THICK MATERIAL, WITH EASED EDGES AND MATTE FINISH. PROVIDE FULL LENGTH PIECES WHERE POSSIBLE, AND INCONSPICUOUS ADHERED REINFORCED JOINTS WHERE SELLS EXCEED MAXIMUM MATERIAL LENGTH. INSTALLATION: INSTALL IN ACCORDANCE WIT14 THE MANUFACTUREWS INSTRUCTIONS. SET FABRICATIONS PLUMB, LEVEL, STRAIGHT, AND TRUE, AND SCRIBED TO ADJACENT SURFACES. INSTALL COUNTERTOPS WITH CONCEALED SHIMS TO A TOLERANCE OF 1/8" IN 8'-O" FOR LEVEL AND LINE. ALIGN ADJACENT COUNTERTOPS AND FORM INCONSPICUOUS ADHERED REINFORCED JOINTS. ADHERE OR ATTACH SECURELY TO SUBSTRATES WITH CONCEALED FASTENERS. ADHERE BACKSPLASHES AND SIDESPLASHES TO WALLS AND COUNTERTOPS WITH MANUFACTUREWS COLOR MATCHED SEALANT. 6.06 SLATWALL PANEL SYSTEMS GENERAL: PROVIDE SLATWALL PANEL SYSTEMS WITH NLAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE DEVELOPED INDEX OF 450 (ASIM E84). MAINTAIN TEMPERATURE AND BlfMIDITY RANGE RECOMMENDED BY MANUFACTURER FOR AT LEAST 72 HOURS BEFORE, DURING AND AFTER INSTALLATION. SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. SLATWALL PANELS: 2'-O" HIGH x 8'-O" WIDE x NOMINAL 3/4" THICK MDF CORE PANELS WITH TEXTURED FACE AND ALUMINUM GROOVE INSERTS AT 6" O.C.; MANUFACTURER, PRODUCT AND COLOR AS SCHEDULED. PROVIDE MANUFACTUREWS RECOMMENDED FASTENERS AND MATCHING TRIM. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS. SET UNITS PLUMB, LEVEL, AND TRUE TO LINE. PRE -DRILL ALUMINUM GROOVE INSERTS, AND SCREW ATTACH INTO FRAMING MEMBERS. PROVIDE TRIM AT EXPOSED EDGES. 7 THERMAL AND MOISTURE PROTECTION 7.01 FLUID -APPLIED WATERPROOFING GENERAL: SUBMIT PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR REVIEW. PROJECT CONDITIONS: PERFORM WORK ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS ARE WITHIN THE LEWIS RECOMMENDED BY THE WATERPROOFING MANUFACTURER. DO NOT INSTALL WHEN TEMPERATURES ARE EXPECTED TO FALL BELOW 40 DEGREES F WITHIN 4 HOURS AFTER APPLICATION, OR TO DANT OR CONTAMINATED SURFACES. WARRANTY: PROVIDE MANUFACTUREWS 5 YEAR SYSTEM WARRANTY. FLUID WATERPROOFING: ASTM C836, COLD LIQUID -APPLIED, SINGLE -COMPONENT, SOLVENT -FREE, NON-SBRINK ELASTOMERIC WATERPROOFING MEMBRANE, M[INIMUNI 82% SOLIDS CONTENT BY WEIGHT (ASTM D1644), MINIMUM 400% ELONGATION (ASTM D412), AND MAXIMUN[ 0.08 PERMS WATER VAPOR TRANSMISSION (ASTM E96 METHOD B). PROVIDE MANUFACTUREWS RECONIMENDED PREVIERS, SEALANTS, AND ACCESSORIES. PRODUCT: "HYDRALASTIC 836" BY W.R. MEADOWS, INC., OR APPROVED SUBSTITUTE. DRAINAGE BOARD: MOLDED POLYSTYRENE DRAINAGE SHEET WITH NONWOVEN GEOTEXTILE FABRIC FACING, MINIMUM 0.40" THICK, MINIMUM FABRIC APPARENT OPENING SIZE 70 US SID SIEVE (ASIM D475 1), MINDAUM 15 ' 000 PSF COMPRESSIVE STRENGTH (ASTM D1621 MOD), AND MR41MUM 17 GPM/FT CORE IN PLANE FLOW RATE AT GRADIENT 1.0 (ASIM D4716). PRODUCT: "MEL-DRAIN 5035" BY W.R. MEADOWS, INC., OR APPROVED SUBSTITUTE. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS. REMOVE PROJECTIONS, FILL VOIDS, AND CLEAN SURFACES TO RECEIVE WATERPROOFING. APPLY WATERPROOFING MEMBRANE IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS TO PRODUCE A SEANILESS MEMBRANE WITH INDICATED MINIMUM CURED THICKNESS. ALLOW MEMBRANE TO CURE. INSTALL DRAINAGE BOARD. VERTICAL SURFACES: MINIMUM CURED MEMBRANE THICKNESS OF 60 MILS. 7.02 INSULATION GENERAL: PROTECT INSULATION PRODUCTS FROM EXPOSURE TO WEAT14ER AND CONTACT WITH WET SURFACES. SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. BATT INSULATION: ASTM C665, TYPE 1, UNFACED GLASS FIBER THERMAL BATT INSULATION, MAXIMUNI FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE DEVELOPED INDEX OF 50 (ASTM E84). VINYL FACED METAL BUILDING INSULATION: ASIM C991, TYPE 1, FLEXIBLE GLASS FIBER INSULATION. PROVIDE WHITE POLYPROPYLENE LAMINATED FACING ON INTERIOR FACE OF FIBERGLASS, MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXEMUM[ SMOKE DEVELOPED INDEX OF 50 (ASTM E84), AND PERMEANCE NOT EXCEEDING 0.05 WHEN TESTED IN ACCORDANCE WITH ASTM E96. PROVIDE EXTENDED TABS TO FACILITATE ATTACHMENT OVER PURLINS. YANURATE CORE WITH 26 GAUGE STEEL CLADDING, AZ50 GALVALUME FINISH, MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE INDEX OF 150 (ASTM E84), I " THICK x MINIMUM[ 2-1/2" WIDE; "SNS THERMAL SPACE" BY STEEL BUILDING INSULATION, OR APPROVED SUBSTITUTE. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. PROVIDE THICKNESS OF INSULATION INDICATED OR REQUIRED TO ACHIEVE R-VALUE INDICATED. SET VAPOR -RETARDER MEMBRANE TO CONDITIONED SIDE OF CONSTRUCTION. CUT AND FIT TIGHTLY AROUND OBSTRUCTIONS AND FELL VOIDS TO PROVIDE CONTINUOUS FULL -DEPTH LAYER OF INSULATION. SEAL ALL PENETRATIONS THROUGH EXTERIOR WALLS AND UPPERMOST CEILING/ROOF WITH SEALANT, SEAL ALL SEAMS AND PENETRATIONS IN EXPOSED FACINGS WITH MANUFACTUREWS RECOMMENDED TAPE. ADHESIVE: POLYMER MODIFIED CEMENT BASED ADHESIVE, BASE COAT: POLYMER MODIFIED CEMENT BASED ADHESIVE. PROVIDE ACRYLIC BASED WATERPROOF BASE COAT MIXED WITH PORTLAND CEMENT ON SLOPED SURFACES. REINFORCING MESH: TREATED GLASS FIBER MESH REINFORCEMENT EMBEDDED IN BASE COAT TO ACHIEVE STANDARD EIMA INIPACT CLASSIFICATION. PROVIDE ULTRA -HIGH IMPACT MESH AT LOCATIONS SUBJECT TO PEDESTRIAN TRAFFIC LESS THAN 6'ABOVE GRADE. FINISH: ACRYLIC BASED TEXTURED COATING IN COLOR AND TEXTURE INDICATED. INSULATION: EfFS SYSTEM MANUFACTUREWS RECOMMENDED EXPANDED POLYSTYRENE INSULATION BOARD COMPLYING WITH ASTM C578 TYPE 1, ASTM E2430, AND EIMA SPECIFICATIONS. INSULATION TO BE MINIMUNI V TIUCK, WITH POTENTIAL BEAT NOT TO EXCEED THAT OF TESTED NFPA 285 ASSEMBLY (NFPA 259), AND BEAR THE LABEL OF AN APPROVED AGENCY. PORTLAND CEMENT: ASTM C C150, TYPE 1. WATER: POTABLE. INSTALLATION: INSTALL EIFS IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS. 7.04 WATER RESISTIVE BARRIER (WRB GENERAL: SUBMIT PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR REVIEW. WATER RESISTIVE BARRIER (WRB): NON -PERFORATED, NON -WOVEN, SPUNBONDED POLYOLEFIN; "TYVEK COMTAERCIALV�TRAP" BY DUPONT, OR APPROVED SUBSTITUTE. PROVIDE MANUFACTURERS RECOMMENDED FASTENERS AND SEAM TAPE. SELF -ADHERED FLASHING (SAF): BUTYL RUBBER ON POLYETHYLENE LAMINATE CARRIER SHEET, 30 MEL MRS4UMUNI TOTAL THICKNESS, CONTLYING WITH AAMA 711-07, CLASS A, LEVEL 3; "STRAIGHT FLASH" BY DUPONT, OR APPROVED SUBSTITUTE. PROVIDE TLEXWRAP NF" AT SELLS AND WHERE FLEXIBLE SAF IS REQUIRED. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS. APPLY OVER EXTERIOR WALL SUBSTRATE TO PROVIDE A CONTINUOUS DRAINAGE PLANE. COVER EXTERIOR WALL SUBSTRATE WITH CONTINUOUS LAYER OF WRB APPLIED TO DIVERT WATER TO THE EXTERIOR, AND FASTEN TO SUBSTRATE. WEATBERLAP HORIZONTAL AND VERTICAL JOINTS MINIMUM 6", AND EXTEND WRB MINIMUM 12" BEYOND CORNERS. LAP WRB MINIMUM 4" OVER ADJACENT FLASHINGS. PROVIDE SAF FLASHING AT ALL WALL OPENINGS, FABRICATING SILL PAN FLASHING FROM FLEX03LE SAF, AND INTEGRATE INTO WRB TO Nt4JNTAIN DRAINAGE TO EXTERIOR. SEAL ALL JOINTS WITH SEAM TAPE. 7.05 FLUID APPLIED AIR/WATER BARRIER (AWB) GENERAL: DO NOT INSTALL WHEN AIR OR WALL TENTERATURES WILL BE BELOW 40 DEGREES F OR ABOVE 100 DEGREES F WITHIN 24 HOURS OF APPLICATION. DO NOT INSTALL DURING INCLEMENT WEATHER UNLESS PROTECTION IS PROVIDED. SUBMITTALS: SUBMIT PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR REVIEW. PERFORMANCE REQUIREMENTS: PROVIDE AIR WATER BARRIER SYSTEM MEETING INDICATED REQUIREMENTS FOR THE FOLLOWING TESTS PERFORMED BY A QUALIFIED TESTING AGENCY: SURFACE BURNING CHARACTERISTICS: ASTM E84 OR UL 723, MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXINIUM SMOKE DEVELOPED INDEX OF 450. FLUID APPLIED AIR/WATER BARRIER (AWB): FLUID APPLIED WATER -RESISTIVE MEMBRANE AND AIR BARRIER SYSTEM, VAPOR PERMEABLE, FOR USE BENEATH EIFS OR OTHER CLADDING. PROVIDE NIANUFACTURER!S RECOMMENDED MESH TAPE, FLUID APPLIED FLASHING AND JOINT COMPOUND, SEALANT, AND RELATED ACCESSORIES. PRODUCT AND MANUFACTURER: "BACKSTOP NT - TEXTURE" BY DRYVIT, OR APPROVED SUBSTITUTE. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTURER!S INSTRUCTIONS. APPLY OVER EXTERIOR WALL SUBSTRATE TO PROVIDE A CONTINUOUS DRAINAGE PLANE. PROTECT OTHER SURFACES FROM OVERSPRAY. TAPE AND APPLY MEMBRANE TO ALL SUBSTRATE JOINTS AND CORNERS, AND APPLY MEMBRANE TO ALL SUBSTRATE FASTENER BEADS. COVER ENTIRE WALL SURFACE WITH MEMBRANE, INCLUDING PREVIOUSLY TREATED JOINTS. PROVIDE FLUED APPLIED FLASHING AT ALL OPENINGS, ADJACENT FLASHINGS, SUBSTRATE MOVEMENT JOINTS, TRANSITIONS, AND TERMINATIONS TO DIVERT WATER TO THE EXTERIOR. INTEGRATE MEMBRANE WITH ADJACENT AIR BARRIER COMPONENTS TO PROVIDE CONTINUOUS AIR TIGHT CONSTRUCTION. 7.06 METAL ROOF PANELS GENERAL: PROVIDE STRUCTURAL METAL ROOF PANEL SYSTEMS MEETING INDICATED REQUIREMENTS AS DETERMINED BY QUALIFIED TESTING FACILITY: STRUCTURAL PERFORMANCE: WITHSTAND DESIGN WIND, SNOW, AND OTHER LIVE LOADS INDICATED, WITH MAXIM[UM[ DEFLECTION OF 1/180 OF THE SPAN. WIND UPLIFT RESISTANCE: COMPLY WITH UL 580 FOR CLASS UL-90. THERMAL MOVEMENT: ALLOW FOR THERMAL MOVEMENT AND DEFLECTION FROM AMBIENT AND INTERNAL TEMPERATURE VARIATIONS. SUBMITTALS: SUBMIT SHOP DRAWINGS INDICATING PANEL LAYOUT AND DETAILS OF EACH CONDITION OF INSTALLATION, INCLUDING EDGE CONDITIONS, JOINTS, OPENINGS, PENETRATIONS, FLASHINGS, TRIM, AND FASTENERS AND SEALANT PLACEMENT. INCLUDE PRODUCT DATA AND TEST REPORTS INDICATING COMPLIANCE WITH REQUIREMENTS. METAL TRAPEZOIDAL SEAM ROOF PANELS: MECHANICALLY SEAMED, CONCEALED FASTENER, TRAPEZOIDAL SEAM STRUCTURAL METAL ROOF PANELS FABRICATED FROM MININ[UNI 24 GAUGE STEEL WITH SMOOTH SURFACE; "DOUBLE-LOK" BY MBCI, OR APPROVED SUBSTITUTE. FABRICATE PANELS IN CONTINUOUS LENGTHS WHERE POSSIBLE. WEATHER TIGHTNESS WARRANTY: 15 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. AIR INFILTRATION: MAXIMUM 0.014 CFWSQ FT AT 6.24 LBF/SQ FT STATIC AIR PRESSURE (ASTM E1680). WATER PENETRATION: NO UNCONTROLLED WATER PENETRATION AT 12 LBF/SQ FT STATIC AIR PRESSURE (ASTM E 1 646). PANEL SIZE: 24" WIDTH x 3" HEIGHT TRAPEZOIDAL DOUBLE FOLDED JOINT. PROVIDE WINDCLAMPS WHERE REQUIRED TO WITHSTAND DESIGN WIND LOADS. PREFINISBED: ALUNfiNUM-ZINC ALLOY -COATED STEEL SHEET (ASTM A792, GRADE 50, COATING CLASS AZ50),2-COAT 70% FLUOROPOLYMER FINISH SYSTEM IN COLOR INDICATED, WITH 25 YEAR WARRANTY. GALVALUME FINISH: ALUNIINUNI-ZINC ALLOY -COATED STEEL SHEET (ASIM A792, GRADE 50, COATING CLASS AZ55), UNPAINTED GALVALUME PLUS FINISH, WIT14 20 YEAR WARRANTY. FLORIDA PRODUCT APPROVAL NUMBER: 11 819.2. ACCESSORIES: PROVIDE NtkNUFACTURER!S RECOM[MENDED, TWO-PEECE FLOATING CLIPS, FASTENERS, CLOSURES, SEALANTS, AND ACCESSORIES. PROVIDE FLASHING AND TRIN4 TO MATCH METAL PANEL MATERIAL, THICKNESS AND FINISH. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTURER!S INSTRUCTIONS. PROVIDE SUPPLEMENTAL FRAMING SUPPORTS IN ACCORDANCE WITH ASTM C754. SET UNITS TRUE TO LINE, LEVEL, AND PLUNIB (1/16" AT JOINT BETWEEN ADJACENT PANELS, 1/8" IN 10', 1/4" TOTAL). AIR INFILTRATION: NIAXINIUM 0.000 CFNVSQ FT AT 6.24 LBF/SQ FT STATIC AIR PRESSURE (ASTM E283). WATER PENETRATION: NO UNCONTROLLED WATER PENETRATION AT 13.24 LBF/SQ FT STATIC AIR PRESSURE (ASTM E3 3 1). PREFINISBED: ALUMINUM -ZINC ALLOY -COATED STEEL SHEET (ASTM A792, GRADE 50, COATING CLASS AZ50),2-COAT 70% FLUOROPOLYMER FINISH SYSTEM IN COLOR INDICATED, WITH 25 YEAR WARRANTY. FLORIDA PRODUCT APPROVAL NUMBER: 15159. 1. ACCESSORIES: PROVIDE MANUFACTUREKS RECOMMENDED FASTENERS, CLOSURES, TAPE SEALERS, SEALANTS, AND ACCESSORIES. PROVIDE FLASHING AND TRIM TO MATCH METAL PANEL MATERIAL, THICKNESS AND FINISH. INSTALLATION: INSTALL IN ACCORDANCE WIT14 THE MANUFACTURER!S INSTRUCTIONS. PROVIDE SUPPLEMENTAL FRAMING SUPPORTS IN ACCORDANCE WITH ASIM C754. SET UNITS TRUE TO LINE, LEVEL, AND PLUMB (1/16" AT JOINT BETWEEN ADJACENT PANELS, 1/8" IN I O', 1/4" TOTAL). I W0�1"10867- GENERAL: COMPLY WITH RECOMMENDATIONS OF SMACNA "ARCHITECTURAL SHEET METAL MANUAL". FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. SUBMIT SHOP DRAWINGS INDICATING LAYOUT AND DETAILS, INCLUDING JOINTS AND ATTACHMENTS, FABRICATION AND INSTALLATION: FABRICATE AND INSTALL IN ACCORDANCE WITH SMACNA "ARCHITECTURAL SHEET METAL MANUAL". INSTALL EXTERIOR FLASHING AND SHEET METAL WATER AND WEATHER TIGHT, TRUE TO LINE AND LEVEL. HEM EXPOSED EDGES OF FABRICATED SHEET METAL. SEPARATE METALS FROM CORROSIVE SUBSTRATES. PROVIDE FOR THERMAL EXPANSION AND BUILDING MOVEMENT. FABRICATE CLEATS AND ATTACHMENT DEVICES FROM SAME MATERIAL OR COMPATABLE NONCORROSIVE MATERIAL, THICKNESS AS RECOMMENDED BUT NOT LESS THAN METAL BEING SECURED. ANCHOR WORK IN PLACE WITH NON -CORROSIVE FASTENERS, CONCEALED WHERE POSSIBLE SEAL JOINTS AND LAPS WITH ELASTOMERIC SEALANT. GUTTERS AND DOWNSPOUTS: FABRICATE FROM MINIMUM 24 GAUGE GALVALUME STEEL (ASIM A792, GRADE 50, COATING CLASS AZ50), WITH 2-COAT FLUOROPOLYMER FINISH SYSTEM IN COLOR INDICATED. ATTACH DOWNSPOUTS TO GUTTERS AND STRAPS WITH STAINLESS STEEL RIVETS. EXPOSED METAL TRIM: FABRICATE FROM MINIMUM 26 GUAGE GALVALUME STEEL (ASTM A792, GRADE 50, COATING CLASS AZ50), WITH 2-COAT FLUOROPOLYMER FINISH SYSTEM IN COLOR INDICATED. SELF -ADHERED FLASHING (SAF): BUTYL RUBBER ON POLYETHYLENE LANffNATE CARRIER SHEET, COMPLYING WITH AAMA 711-07, TYPE A, LEVEL 3. 7.09 METAL ROOF EDGE SPECIALTIES GENERAL: PROVIDE ROOF EDGE SYSTEMS CONTLYING WITH THE FOLLOWING PERFORMANCE CRITERIA: METAL COPING SYSTEMS: ANSUSPRI/FM 4435 STANDARD ES-1 TEST RE-3. PREFINISHED METAL COPING SYSTEM: FABRICATE FROM PREFINISBED 24 GAUGE GALVANIZED STEEL, DIMENSIONS AS INDICATED, WITH CONCEALED 6" SPLICE PLATE AT BUTT JOINTS AND CONTINUOUS 20 GAUGE GALVANIZED STEEL ANCHOR CLEAT; TORMED COPING" BY OMG EDGESYSTEMS, OR APPROVED SUBSTITUTE. PROVIDE MATCHING CORNERS, END CAPS, AND TERMINATIONS WITH MITERED AND FULLY WELDED SEAMS, AND STAINLESS STEEL FASTENERS. MIAMI-DADE COUNTY NOA NUMBER: 17-0822.08. FINISH: 70% FLUOROPOLYMER FINISH COMPLYING WITH AAMA 2605, MR41MUM 1.2 MIL DRY FILM THICKNESS, COLOR AS SCHEDULED. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS TO PROVIDE A WATERTIGHT SYSTEM THAT WILL ACCOMMODATE THERMAL MOVEMENT. 7.10 SEALANTS GENERAL: SUBMIT PRODUCT DATA FOR REVIEW. SEALANTS: PROVIDE JOINT SEALANTS, JOINT FILLERS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER SERVICE AND APPLICATION CONDITIONS, AS RECOMMENDED BY THE MANUFACTURER. INSTALL SEALANTS IN COM[PLIANCE WITH THE MANUFACTUREWS INSTRUCTIONS AND ASTM Cl 193. EXTERIOR ELASTOMERIC SEALANT: AT EXTERIOR JOINTS PROVIDE MULTI -COMPONENT CHENUCALLY-CURING, NON -SAG POLYURETHANE SEALANT COMPLYING WITH ASIM C920 TYPE M, GRADE NS, CLASS 50, USE M, A, G, T, AND 0; "DYNATROL 11" BY PECORA CORPORATION, OR APPROVED SUBSTITUTE. CUSTOM COLORS TO BE SELECTED. PRIME SUBSTRATES AS RECOMMENDED AND INSTALL OVER PLASTIC FOAM BACKER ROD OR BOND BREAKER TAPE. INTERIOR GENERAL SEALANT: AT INTERIOR JOINTS NOT SUBJECT TO MOVEMENT, PROVIDE NON -SAG, MILDEW RESISTANT, PAINTABLE, ACRYLIC LATEX SEALANT COMPLYING WITH ASTM C834; "AC-20" BY PECORA CORPORATION, OR APPROVED SUBSTITUTE. INSTALL OVER CLOSED -CELL POLYURETHANE FOAM BACKER ROD OR BOND BREAKER TAPE. INTERIOR FLOOR EXPANSION JOINT SEALANT: AT INTERIOR CONCRETE SLAB EXPANSION JOINTS, PROVIDE TWO -COMPONENT, NON -SAG POLYURETRANE SEALANT COMPLYING WITH ASIM C920 TYPE M, GRADE NS, CLASS 12.5, USE T, M, AND 0, WITH MINEMUNI 50 SHORE A HARDNESS (ASTM D2240 ULTIMATE); "DYNAFLEX" BY PECORA CORPORATION, OR APPROVED SUBSTITUTE. PRIME SUBSTRATES AS RECOMMENDED, AND INSTALL OVER CLOSED -CELL POLYURETHANE FOAM BACKER ROD OR BOND BREAKER TAPE AT EXPANSION JOINTS. INTERIOR SANITARY SEALANT: AT PLUMBING FIXTURE JOINTS PROVIDE ONE -PART, NEUTRAL -CURING, MILDEW -RESISTANT SILICONE SEALANT COMPLYING WITH ASTM C920, CLASS 50; "898" BY PECORA CORPORATION, OR APPROVED SUBSTITUTE. INTERIOR FIRE BARRIER SEALANT: AT FIRE -RATED ASSEMBLY JOINTS AND PENETRATIONS, PROVIDE NON -SLUMP, SINGLE CONTONENT, NEUTRAL CURE ELASTOMERIC FIRESTOP SEALANT, UL LISTED FOR APPLICATION INDICATED. PROVIDE MINERAL WOOL INSULATION BACKING AND INSTALL IN COMPLIANCE WITH UL LISTING. W LL Co D W (D W w 0 �_ c� Z _j 0� < -i >_ W uj 0 -i <2 u 0 = u_<w <Wcn __j UJ a- m Q� ui 0 u- u �- 2 0 DE =co<v) 0 W<0�-zl=t< Du Q,_ Z �_ 0� < 0 O� 07Z:Do 3:tozofu_j 0 - Lu r-,l m-<oo�z D V)�-Eo� z F_ . 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A063 OUTLINE SPECIRCATIONS 8 OPENINGS 8 OPENINGS (CONTINUED) 9 FINISHES (CONTINUED) - ________ 9 FINISHES (CONTINUED) i 10 SPECIALTIES (CONTINUED) ________ - ____ - 8.01 HOLLOW METAL DOORS AND FRAMES 8.04 HARDWARE 9.02 TILE 9.07 FIBERGLASS REINFORCED PLASTIC PANELS (FRP� 10.05 STORAGE UNIT SYSTEMS GENERAL: COMPLY WITH ANSI A250.8/SDI 100. GENERAL: SUBMIT PRODUCT DATA AND HARDWARE SCHEDULE FOR REVIEW GENERAL: MAINTAIN MINEVIUM TEMPERATURE OF 50 DEGREES F DURING GENERAL: PROVIDE FIBERGLA AND MAXIMUM SMOKE DEVELOPED INDEX OF 450 GENERAL: PROVIDE STORAGE UNIT SYSTEMS BY JANUS INTERNATIONAL BEFORE ORDERING HARDWARE. . INSTALLATION, AND FOR 7 DAYS AFTER COMPLETION. PROTECT TILE FROM FOOT (ASTM E84). MAINTAIN TEMPERATURE AND HUMIDITY RANGE RECOMMENDED BY CORPORATION, OR APPROVED SUBSTITUTE. PROTECT ALL SHARP OR UNFINISHED SUBMITTALS: SUBMIT PRODUCT DATA AND SHOP DRAWINGS FOR REVIEW. HARDWARE: PROVIDE HARDWARE AS SCHEDULED BY MANUFACTURER INDICATED, TRAFFIC FOR MINIMUM 7 DAYS AFTER INSTALLATION. MANUFACTURER FOR AT LEAST 48 HOURS BEFORE, DURING AND AFTER EDGES WITH PROTECTIVE COVERS OR BY HEMMING, AND COVER ALL EXPOSED HOLLOW METAL FRAMES: FABRICATE FRAMES FROM MINIMUM 16 GAUGE OR APPOVED SUBSTITUTE. SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. INSTALLATION. FASTENER TITS WITH PLASTIC COVERS. PROVIDE METAL REINFORCEMENT OR COLD -ROLLED STEEL (ASIM A1008). PREPARE FRAMES TO RECEIVE MORTISED AND SUBMITTALS: SUBM[IT PRODUCT DATA FOR REVIEW. BACKING FOR ALL SURFACE MOUNTED EQUIPMENT, INCLUDING EQUIPMENT CONCEALED HARDWARE AND REINFORCE FRAMES TO RECEIVE SURFACE APPLIED KEYING: PROVIDE 6-PIN CYLINDERS FOR ALL LOCKS. RE -KEY ALL LOCKS AT CERAMIC FLOOR TILE: ANSI A137.1, MOISTURE ABSORPTION LESS THAN 0.50% (ASTM PROVIDED BY OTHERS. INSTALL IN ACCORDANCE WITH THE MANUFACTURERS HARDWARE IN ACCORDANCE WITH ANSI A250.6. MAKE PROVISIONS FOR END OF CONSTRUCTION IN MASTERKEY SYSTEM AS DIRECTED BY OWNER. C373), D.C.O.F. EQUAL TO OR EXCEEDING 0.42 (ANSI A137.1-2012 SECTION 9); F113ERGLASS REINFORCED PLASTIC PANELS: FIBERGLASS REINFORCED INSTRUCTIONS. INSTALLATION OF ELECTRICAL ITEMS. PREPARE FRAMES TO RECEIVE 3 SILENCERS PROVIDE OWNER WITH 8 MASTERKEYS AND 2 CHANGE KEYS FOR EACH LOCK. MANUFACTURER, PRODUCT, AND COLOR AS SCHEDULED. PROVIDE MATCHING THERMOSETTING POLYESTER RESIN SHEETS (ASTM D5319),0.090" THICK x 4'WIDE x SUBMITTALS: SUBMIT SHOP DRAWINGS FOR REVIEW. ON STRIKE JAMB WHERE INDICATED. PROVIDE MINIMUM 2 FLOOR ANCHORS AND 6 INSTALLATION: INSTALL HARDWARE IN ACCORDANCE WITH THE TRIM PIECES WHERE INDICATED. HEIGHT INDICATED; MANUFACTURER, PRODUCT, TEXTURE AND COLOR AS JAMB ANCHORS FOR ALL FRAMES. MANUFACTUREWS INSTRUCTIONS AND TO COMPLY WITH GOVERNING CERAMIC WALL TILE: ANSI A137.1, MOISTURE ABSORPTION LESS THAN 0.50% (ASTM SCHEDULED. PROVIDE MANUFACTURERS MATCHING PVC TRIM. EXTERIOR COILING DOORS: "MODEL 750" MANUALLY OPERATED OVERHEAD EXTERIOR AND MASONRY OPENINGS: FACE WELDED FRAMES WITH WELDS REGULATIONS. SET UNITS PLUMB, LEVEL, AND TRUE TO LINE AND LOCATION. C373); MANUFACTURER, PRODUCT, AND COLOR AS SCHEDULED. PROVIDE INSTALLATION: PREPARE SUBSTRATES AND INSTALL PANELS IN ACCORDANCE COILING DOOR WITH WIND LOCKS, 26 GAUGE CORRUGATED CURTAIN FABRICATED GROUND SMOOTH, FABRICATED FROM GALVANNEALED STEEL (ASTM A653 REINFORCE SUBSTRATES AS REQUIRED FOR PORPER. INSTALLATION AND MATCFENG TRIM PIECES WlffiRE INDICATED. WITH THE MANUFACTURER!S INSTRUCTIONS. ACCLIMATE PANELS IN CONDITIONED FROM GALVANIZED STEEL, PAINTED FINISH IN COLOR AS SCHEDULED, EXTERIOR CLASS A60); "SU SERIES" STEEL FRAMES BY CECO DOOR, OR APPROVED OPERATION, AND DRELL AND COUNTERSINK UNITS THAT ARE NOT PREPARED FOR SPACE FOR MINIMUM 48 HOURS BEFORE INSTALLATION. SET PANELS PLUMB, LEVEL LEFT HANDLE(S) ON BOTTOM BAR. SUBSTITUTE. ACHORAGE FASTENERS. ADJUST HARDWARE TO PROVIDE UNENCUMBERED 503, NIE41MUM ABRASIVE HARDNESS OF 10 (ASTM AND STRAIGHT, WITH RECOMMENDED GAP BETWEEN PANELS TO ACCOMMODATE LATCH: STAINLESS STEEL; JANUS MINI LOCK. OPERATION. C24 1). FABRICATED AS INDICATED OR AS REQUIRED TO PROVIDE TRANSITION EXPANSION. ADHERE TO SUBSTRATE WITH MANUFACTUREWS RECOMMENDED INTERIOR NON -MASONRY OPENINGS: FACE WELDED FRAMES WITH WELDS BETWEEN ADJOINING FINISH SURFACES AT DOORWAYS. LOW-VOC LATEX BASED ADHESIVE, AND ATTACH WITH MANUFACTUREWS FLORIDA PRODUCT APPROVAL NUMBER: 21450.3. GROUND SMOOTH; "SU SERIES" STEEL FRAMES BY CECO DOOR, OR APPROVED SUBSTITUTE. 8.05 GLASS TRANSITION STRIP: EXTRUDED ALUMINUM PROFILE FOR CERAMIC TILE TO RECOMMENDED FASTENERS. APPLY MOLDINGS TO ALL PANEL JOINTS AND EDGES. IMPACT RESISTANT EXTERIOR COILING DOORS: "MODEL 850" MANUALLY OPERATED GENERAL: COMPLY WITH REQUIREMENTS OF ASTM E1300, GLASS PRODUCT FINISHED CONCRETE TRANSITION, MAXIMUM 1/2" HEIGHT, ADA COMPLIANT, CLEAR APPLY MANUFACTUREWS RECOMMENDED SILICONE SEALANT TO ALL MOLDINGS AND CHANGES IN MATERIAL FOR WATERTIGHT INSTALLATION. REMOVE EXCESS OVERHEAD COILING DOOR, 24 GAUGE CORRUGATED CURTAIN FABRICATED FROM CONTRACTOWS OPTION FOR INTERIOR NON -MASONRY OPENINGS LESS MANUFACTURERS, GANA GLAZING MANUAL, AND GANA LAMINATED GLAZING ANODIZED FINISH; "RENO-U" BY SCHLUTER SYSTEMS, OR APPROVED SUBSTITUTE. SEALANT, AND CLEAN PANELS AS RECOMMENDED. GALVANIZED STEEL, PAINTED FINISH IN COLOR AS SCHEDULED, EXTERIOR LIFT THAN 37" WIDE: KNOCKED -DOWN SLIP-ON DRYWALL TYPE FRAMES WITH REFERENCE MANUAL. FOR SAFETY GLAZING COMPLY WITH CPSC 16 CFR PART 1201 WATERPROOFING/CRACK ISOLATION MEMBRANE: SINGLE -COMPONENT HANDLE(S) ON BOTTOM BAR - INTERLOCKING MITERED CORNERS; "DU SERIES" STEEL FRAMES BY CECO DOOR, OR APPROVED SUBSTITUTE. AND ANSI Z97.1 SELF -CURING LIQUID RUBBER POLYMER (ANSI Al 18. 10 AND ANSI Al 18.12. ) 9.08 PAINTING LATCH: STAINLESS STEEL; JANUS MINI LOCK. HOLLOW METAL DOORS: FABRICATE DOORS FROM MINIMUM 16 GAUGE PERFORMANCE REQUIREMENTS: PROVIDE GLASS LITES IN MINEVIUM THICKNESS TO COMPLY WITH ASIM E1300, BUT NOT LESS THAN THE THICKNESS AND MORTAR BOND COAT: LATEX-PORTLAND CEMENT MORTAR (ANSI Al 18.4). GENERAL: DELIVER ALL PAINTING MATERIALS IN SEALED, ORIGINAL LABELED FLORIDA PRODUCT APPROVAL NUMBER: 12765.9. COLD -ROLLED STEEL (ASTM A1008), WITH BEVELED EDGES, INVERTED CHANNEL STRENGTH INDICATED OR REQUIRED TO WITHSTANDING DESIGN WIND LOADS I GROUT: POLYMER MODIFIED CEMENT GROUT (ANSI Al 1 8.7); MANUFACTURER AND CONTAINERS BEARING MANUFACTUREWS NAME, PRODUCT DESCRIPTION, COLOR DESIGNATION, AND APPLICATION INSTRUCTIONS. PROTECT PRODUCTS FROM EXTERIOR DOOR PIERS AND HEADERS: FLUSH PANELS FABRICATED FROM NENEVIUM REINFORCEMENT TOP AND BOTTOK AND FULL FLUSH CONSTRUCTION. REINFORCE INDICATED, THERMAL MOVEMENT RESULTING FROM AMBIENT AND SURFACE COLOR AS SCHEDULED. FREEZING. APPLY PAINT ONLY WHEN THE RELATIVE HUMIDITY IS BELOW 85%, AND 16 GAUGE HOT -DIP GALVANIZED STEEL, WITH PAINTED FINISH IN COLOR AS DOORS TO RECEIVE HARDWARE IN ACCORDANCE WITH ANSI A250.6. TENVERATURE CHANGES, AND IMPACT LOADS. SEALANT: AT CONTROL JOINT LOCATIONS, PROVIDE TWO -COMPONENT, NON -SAG THE AMBIENT AIR AND SUBSTRATE TEMPERATURES WILL BE BETWEEN 50 AND 95 SCHEDULED. VERTICAL EDGE SEAMS: VISIBLE INTERLOCKED EDGE SEAMS, EPDXY FILLED. WIND-BORNE DEBRIS IMPACT RESISTANCE: COMPLY WITH TAS 201, TAS 202, POLYURETHANE SEALANT COMPLYING WITH ASTM C920 TYPE S, GRADE NS, CLASS DEGREES F DURING AND FOR 24 HOURS FOLLOWING APPLICATION. INTERIOR COILING DOORS: "MODEL 650" MANUALLY OPERATED OVERHEAD EXTERIOR OPENINGS: IMPACT RESISTANT DOORS FABRICATED FROM TAS 203, ASTM El 866, AND ASTM E 1996 LARGE MISSILE IMPACT TEST FOR 25, USE NT, M, A, G, AND 0; PECORA "DYNAFLEX", OR APPROVED SUBSTITUTE. PRUAF, SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. COILING DOOR, 26 GAUGE CORRUGATED CURTAIN FABRICATED FROM GALVANIZED GALVANNEALED STEEL (ASTM A653 CLASS A60), WITH STEEL STIFFENERS, OPENINGS WITHIN 30 FEET OF GRADE, AND SMALL MISSILE IMPACT TEST SUBSTRATES AS RECOMMENDED, AND INSTALL OVER PLASTIC FOAM BACKER ROD STEEL, PAINTED FINISH IN COLOR AS SCHEDULED, EXTERIOR LIFT HANDLE(S) ON 8 LB/CF DENSITY FOAMED IN PLACE POLYURETHANE FOR OPENINGS MORE THAN 30 FEET ABOVE GRADE. OR BOND BREAKER TAPE. PAINT: PROVIDE PAINT PRODUCTS INDICATED IN COLORS AS SCHEDULED; BOTTOM BAR. CORE, MAXIMUM U-VALUE = 0.36 (ASTM C1363), MAXIMUM AIR INFILTRATION SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. INSTALLATION: INSTALL TILE IN ACCORDANCE WITH REFERENCED STANDARDS SHERWIN-WILLIAMS COMPANY UNLESS OTHERWISE INDICATED, OR APPROVED SUBSTITUTE. PROVIDE PRR�IERS AND UNDERCOATS PRODUCED BY THE SAME LATCH: ZINC COATED STEEL; JANUS MINI LATCH, WITH CYLINDER LOCK. RATE OF 0. I CFM/SF (ASTM E283); "TRIO-E" BY CECO DOOR, OR APPROVED SUBSTITUTE. WARRANTIES: MANUFACTUREWS STANDARD WARRANTY TO REPLACE THE AND THE MANUFACTUREWS INSTRUCTIONS. ACCURATELY CUT AND FIT TILE, WITHOUT MARRING VISIBLE SURFACES. LAY TILE IN GRID PATTERN UNLESS MANUFACTURER AS FINISH COATS, AND THAT ARE COMPATIBLE WITH ONE COILING DOOR ELECTRIC OPERATOR: "PANTHEON" DRUM MOUNTED LOW VOLTAGE FLORIDA PRODUCT APPROVAL: FL4553. 1. FOLLOWING PRODUCTS DURING THE PERIOD INDICATED DUE TO OTHERWISE INDICATED, SET WITH UNIFORM JOINT WIDTHS, AND ALIGN BASE ANOTHER AND THE SUBSTRATES INDICATED. DC MOTOR OPERATOR, UL 325 COMPLIANT CONTROLLER WITH UP/DOWN/STOP DETERIORATION, INCLUDING PEELING, DISCOLORATION, VISION OBSTRUCTION, JOINTS WITH FLOOR JOINTS WHERE TILE ARE SAME SIZE. PROVIDE TILE EXPANSION INSTALLATION: PREPARE SURFACES AND APPLY PAINT IN ACCORDANCE WITH THE OPERATION AND KEYED SWITCH, ELECTRONIC LIMITS, SOFT START AND SOFT STOP, INTERIOR OPENINGS: DOORS FABRICATED WITH KRAFT HONEYCOMB BONDED HERMATIC SEAL FAILURE, AND DELAMINATION: JOINTS ALIGNED WITH EXPANSION AND CONTROL JOINTS IN SUBSTRATE, AND MANUFACTUREWS INSTRUCTIONS. APPLY PAINT ONLY WHEN AMBIENT AND MANUAL RELEASE FOR MANUAL OPERATION. CORE; "REGENT" BY CECO DOOR, OR APPROVED SUBSTITUTE. COATED GLASS PRODUCTS: 10 YEAR WARRANTY. INSTALL SEALANT FOR JOINTS SUBJECT TO MOVEMENT. TEMPERATURE AND RELATIVE HUMIDITY ARE WITHIN MANUFACTUREWS HALLWAY SYSTEM: PROVIDE RELATED HOT -DIP GALVANIZED FRAMING, FINISHES: SHOP PRIME DOORS AND FRAMES WITH MANUFACTUREWS STANDARD INSULATING GLASS: 10 YEAR WARRANTY. FLOOR TILE: INSTALL OVER INTERIOR CONCRETE SLI13STRATE IN ACCORDANCE RECOMNIENDED RANGE. CLEAN SUBST'RATES OF SUBSTANCES THAT COULD IMPAIR CHANNELS, ANGLES, HARDWARE, AND FASTENERS. COVER ALL GYPSUM BOARD, BAKED -ON RUST-11STMITIVE PRIMER IN ACCORDANCE WIT14 ASNI A250.3 AND LA.MINATED GLASS: I 0 YEAR WARRANTY. WITH TCA METHOD F-122, WITH WATERPROOFING/CRACK ISOLATION BOND OF PAINTS, INCLUDING DUST, DIRT, OEL, GREASE, AND INCOMPATIBLE FIREPROOFING, PIPES, WIRES, AND CONDUITS EXPOSED IN CORRIDORS AND A250.10, COMPATIBLE WITH SUBSTRATE AND FIELD APPLIED COATINGS. ANNEALED FLOAT GLASS: ASTM C1036, TYPE 1, CLASS I (CLEAR) OR CLASS 2 MEMBRANE (AI08.13), LATEX-PORTLAND CEMENT BOND COAT (ANSI A108.5), PAINTS. UNIFORMLY APPLY COATINGS TO ACHIEVE MANUFACTUREWS LOBBIES WITH HALLWAY PANELS TO THE HEIGHT OF THE HALLWAY SYSTEM. INSTALLATION: INSTALL DOORS AND FRAMES IN ACCORDANCE WITH ANSI A250.11 (TINTED) AS INDICATED, QUALITY q3. PROVIDE MINEVIUM 6.0 mm THICKNESS UNLESS AND POLYMER MODIFIED CEMENT GROUT (ANSI A108.10). RECOVWNDED DRY FILM THICKNESS, WITHOUT RUNS, DRIPS, SAGS, OR BRUSH MARKS. APPLY ADDITIONAL COATS WHEN UNDERCOATS, STAINS, OR OTHER DOOR PIERS AND HEADERS: FLUSH PANELS FABRICATED FROM MR41MUM 20 AND ANSI Al 15.1G. SET FRAMES PLUMB, LEVEL, STRAIGHT, AND SQUARE, AND OTHERWISE INDICATED OR REQUIRED. WALL TELE: INSTALL OVER COATED GLASS MAT GYPSUM BACKER BOARD IN CONDITIONS SHOW THROUGH FINAL COAT, UNTIL PAINT FILM IS OF UNIFORM GAUGE HOT -DIP GALVANIZED STEEL, WIT'H PAINTED FINISH IN COLOR AS SCHEDULED. ANCHOR SECURELY IN PLACE. GROUT JAMBS IN MASONRY CONSTRUCTION. CLASS 2 (TINTED): "SOLARBRONZE" BY VITRO ARCHITECTURAL GLASS, OR ACCORDANCE WITH TCA METHOD W-245, WITH LATEX-PORTLAND CEMENT FMSH, COLOR, AND APPEARANCE. UNLESS OTHERWISE INDICATED, PAINT AND INSTALL DOORS TO ALIGN WITH FRAMES, WITH UNENCUMBERED OPERATION AND APPROVED SUBSTITUTE. VISIBLE LIGHT TRANSMITTANCE = 53% AND SHGC = BOND COAT (ANSI A108.5), AND POLYMER MODIFIED CEMENT GROUT (ANSI FINISH ALL EXPOSED SURFACES THAT ARE NOT PREFINISHED. DO NOT PAINT CODE HALLWAY PANELS: CORRUGATED PANELS FABRICATED FROM MENEVIUM 26 UNIFORM CLEARANCES OF 1/8" AT BEAD AND JAMBS, AND 3/4" AT SILL UNLESS 0.63. A108.10). REQUIRED LABELS OR EQUIPMENT PLATES. PROVIDE THE FOLLOWING PAINT GAUGE HOT -DIP GALVANIZED STEEL, WITH PAINTED FINISH IN COLOR AS OTHERWISE INDICATED. INSTALL FIRE RATED DOORS AND FRAMES IN SYSTEMS FOR THE SUBSTRATES AND GLOSS INDICATED: SCHEDULED. INSTALL VERTICALLY WITH MID -SPAN BRACING. ACCORDANCE WITH NFPA 80. INSTALL SMOKE AND DRAFT CONTROL DOOR CLASS 2 (TINTED): "SOLARGRAY" BY VITRO ARCHITECTURAL GLASS, OR 9.03 ACOUSTICAL PANEL CEILINGS ASSEMBLIES IN ACCORDANCE WITH NFPA 105 AND NFPA 80. APPROVED SUBSTITUTE. VISIBLE LIGHT TRANSMITTANCE = 441/4 AND SHGC = EXTERIOR MASONRY AND CONCRETE WALLS - PAINTED: HALLWAY BASE: 12" HIGH x 0.080" THICK ALUMINUM DIAMOND PLATE BASE 0.58. GENERAL: PROTECT PRODUCTS FROM EXPOSURE TO WEATHER AND CONTACT WITH I ST COAT: LOXON CONCRETE & MASONRY PRIMER SEALER (A24W8300) (ASTM B209 3003-H22) WITH RUBBER CAP AT ALL STORAGE CORRIDOR HALLWAY 8.02 ALUMINUM STOREFRONTS AND ENTRANCES WET SURFACES. DO NOT BEGIN INSTALLATION UNTIL BUILDING ENVELOPE IS 2ND COAT: A-1 00 EXTERIOR LATEX SATIN (A82 SERIES) PANELS AND PIERS. HEAT TREATED FLOAT GLASS: ASTM C1048, TYPE 1, CLASS I (CLEAR) OR CLASS 2 WATERTIGHT, AND TEMPERATURE AND HUMIDITY CONDITIONS HAVE BEEN 3RD COAT: A- I 00 EXTERIOR LATEX SATIN (A82 SERIES) GENERAL: SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR REVIEW. FIELD (TINTED) AS INDICATED, QUALITY q3, AND KIND AS INDICATED OR REQUIRED. STABILIZED AT FINAL OCCUPANCY LEVELS FOR MINIMUM 48 HOURS. HALLWAY CORNERS: FABRICATED FROM MINIMUM 20 GAUGE HOT -DIP VERIFY ROUGH OPENING DIMENSIONS BEFORE FABRICATION. FABRICATE BY HORIZONTAL ROLLER-114EARTH PROCESS, WITH WAVE DISTORTION SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. EXTERIOR ALUMINUM AND GALVANIZED METAL - SEMI -GLOSS: GALVANIZED STEEL, WITH PAINTED FINISH TO MATCH HALLWAY PANELS. PERFORMANCE REQUIREMENTS: PROVIDE STOREFRONT SYSTEMS THAT PARALLEL TO BOTTOM EDGE AS INSTALLED. PROVIDE MINIMUM 6.0 mm THICKNESS 1ST COAT: SOLO ACRYLIC SEMI -GLOSS (A76 SERIES) PROVIDE 4"x4"x4'IHGH x 0.080" TtUCK ALUMINUM DIAMOND PLATE CORNER COMPLY WITH PERFORMANCE REQUIREMENTS INDICATED: UNLESS OTHERWISE INDICATED OR REQUIRED. ACOUSTICAL PANELS: WET FORMED MINERAL FIBER (ASTM E1264, TYPE III, FORM 2), 2ND COAT: SOLO ACRYLIC SEMI -GLOSS (A76 SERIES) GUARDS (ASTM B209 3003-H22) WITH RUBBER CAP AT ALL STORAGE CORRIDOR WIND LOADS: SYSTEMS, INCLUDING ANCHORAGE, CAPABLE OF KIND HS: PROVIDE BEAT STRENGTHENED FLOAT GLASS WHERE REQUIRED TO MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE DEVELOPED INDEX EXTERIOR FERROUS METAL - SEMI -GLOSS: OUTSIDE CORNERS. WITHSTANDING DESIGN WIND LOADS INDICATED. RESIST SHADING INDUCED THERMAL STRESSES AND IMPOSED LOADS. OF 50 (ASTM E84), LOW VOC FORMULATION, FOR USE WITH EXPOSED GRID I ST COAT (OMIT IF PRE-PRRvIED): PRO-CRYL UNIVERSAL PRIMER LOBBY WAINSCOT: 48" HIGH x 0.080" THICK ALUMINUM DIAMOND PLATE SUSPENSION SYSTEM AS SCHEDULED; MANUFACTURER, PRODUCT AND COLOR AS (B66-310 SERIES) WAINSCOT (ASTM B209 3003-H22) WITH RUBBER CAP AT ALL LOBBIES. DEFLECTION: MAXIMUM ALLOWABLE DEFLECTION OF L/175 @ 25 PSF KIND FT: PROVIDE FULLYTEMPERED FLOAT GLASS WHERE REQUIRED TO SCHEDULED. 2ND COAT: SOLO ACRYLIC SEMI -GLOSS (A76 SERIES) STATIC AIR DESIGN LOAD (ASTM E330) FOR MULLIONS UP TO IT-6", AND RESIST SHADING INDUCED THERMAL STRESSES AND IMPOSED LOADS, OR SUSPENSION SYSTEM: ASTM C 635, HEAVY DUTY, DOUBLE -WEB GALVANIZED STEEL 3RD COAT: SOLO ACRYLIC SEMI -GLOSS (A76 SERIES) UNIT NUMBER PLAQUE: 4"x8" PLAQUE CONFORA41NG TO OWNEWS SIGNAGE STANDARDS. COORDINATE NUMBERING WITH OWNER. L/240 + 1/4" FOR MULLIONS BETWEEN 13'-6" AND 40'-O". WHERE SAFETY GLASS IS INDICATED OR REQUIRED (COMPLY WITH CPSC 16 CFR PART 1201 AND ANSI Z97. 1). CONSTRUCTION WITH EXPOSED FLANGE ON MAIN BEAMS AND CROSS TEES, FLUSH INTERIOR FERROUS ' ALUMINUM AND GALVANIZED METAL - SEMI -GLOSS: THERMAL MOVEMENT: ACCONIN40DATE 180 DEG F SURFACE TEMPERATURE FIT CROSS TEES, BAKED POLYESTER PAINT FINISH; MANUFACTURER, PRODUCT AND IST COAT (OMIT IF PRE-PREvIED): PRO-CRYL UNIVERSAL PRHVIER UNIT PARTITION SYSTEM: CORRUGATED PANELS FABRICATED FROM MINIMUN 26 GAUGE GALVALUME STEEL SHEET. INSTALL VERTICALLY WITH MID -SPAN WITH NO BUCKLING STRESS ON GLASS, JOINT SEAL FAILURE, OR SPANDREL GLASS: COMPLY WITH GANA 89-1-6. PROVIDE MINIMUM 5 MEL DRY COLOR AS SCHEDULED. PROVIDE MANUFACTUREWS MATCHING EDGE MOLDINGS (1366-3 1 0 SERIES) PERFORMANCE REDUCTION. THICKNESS WATER -BASED SILICONE ELASTOMERIC OPACIFIER ON 42 SURFACE OF AND TRIM. SIZE ATTACHMENT DEVICES FOR 5 TIMES DESIGN LOAD INDICATED IN 2ND COAT: PROMAR 200 ZERO VOC LATEX SEMI -GLOSS (B31-2600 SERIES) BRACING. PROVIDE RELATED HOT -DIP GALVANIZED FRAMING, CHANNELS, ANGLES, TINTED FLOAT GLASS, KIND FT; "OPACI-COAT-300" BY ICD HIGH PERFORMANCE ASTM C635. PROVIDE MINIMUM 12 GAUGE WIRE FOR 14ANGERS AND TIES, ASTM 3RD COAT: PROMAR 200 ZERO VOC LATEX SEMI -GLOSS (B31-2600 SERIES) HARDWARE, AND FASTENERS. COVER ALL GYPSUM BOARD, FIREPROOFING, PIPES, AIR INFILTRATION: MAXIMUM AIR INFILTRATION RATE OF 0.06 CFM/SF @ 6.24 COATINGS, OR APPROVED SUBSTITUTE. USE NEUTRAL -CURING SEALANTS AND A641, CLASS I ZINC COATING, SOFT TEMPER, PRE -STRETCHED, WITH YIELD STRESS WIRES, AND CONDUITS EXPOSED IN THE STORAGE UNITS TO THE HEIGHT OF THE PSF STATIC AIR PRESSURE DIFFERENTIAL (ASTM E283). SILICONE GASKETS AND SETTING BLOCKS FOR FABRICATION AND INSTALLATION. LOAD AT LEAST THREE TIMES DESIGN LOAD. INTERIOR FERROUS, ALUMINUM AND GALVANIZED METAL - FLAT: PARTITION SYSTEM. WATER PENETRATION: NO WATER LEAKAGE @ 8 PSF STATIC AIR PRESSURE LOW-E COATED GLASS: ASTM C1376, FLOAT GLASS WITH METALLIC -OXIDE OR INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM C636 AND THE IST COAT (OMIT IF PRE-PRUVIED): PRO-CRYL UNIVERSAL PRIMER (B66-3 I 0 SERIES) BURGLAR BARS: 20 GAUGE GALVANIZED STEEL CHANNELS INSTALLED DIFFERENTIAL (ASTM E33 1). NITRIDE COATING APPLIED BY VACUUM DEPOSITION PROCESS AFTER MANUFACTUREWS INSTRUCTIONS. LAYOUT CEILING GRID AS INDICATED ON 2ND COAT: PROMAR 200 ZERO VOC LATEX FLAT (B30-2600 SERIES) HORIZONTALLY @ 7" O.C. FROM TOP OF HALLWAY SYSTEM AND ALL EXTERIOR STORAGE UNIT PARTITIONS TO UNDERSIDE OF THE DECK ABOVE. THERMAL TRANSMITTANCE FOR THERMALLY BROKEN FRAMING: MAXIMUM MANUFACTURE, KIND AS INDICATED OR REQUIRED. REFLECTED CEILING PLANS. INSTALL WALL MOLDINGS AT INTERSECTION OF 3RD COAT: PROMAR 200 ZERO VOC LATEX FLAT (1330-2600 SERIES) SYSTEM U-FACTOR OF 0.47 GLASS TO EXTERIOR WITH LOW-E GLASS (AAMA FABRICATION: FABRICATE GLAZING UNITS IN ACCORDANCE WITH THE SUSPENDED CEILING AND VERTICAL SURFACES, WITH MITERED CORNERS OR 10.06 PRE-ENGINEERED ALUMINUM CANOPY SYSTEMS 1503). CORNER CAPS. RABBET EDGES OF REVEAL EDGE PANELS AT BORDER AREAS AND INTERIOR GYPSUM BOARD - EGG -SHELL: MANUFACTUREWS INSTRUCTIONS AND REFERENCED GLAZING PUBLICATIONS, TO VERTICAL SURFACES. I ST COAT: PROMAR. 200 ZERO VOC LATEX PRMIER (B28W2600) GENERAL: COMPLY WITH ASCE 7-10 AND APPLICABLE LOCAL CODES FOR CONDENSATION RESISTANCE FACTOR (CRF) FOR THERMALLY BROKEN COMPLY WITH SYSTEM PERFORMANCE REQUIREMENTS. PROVIDE SEALANTS, 2ND COAT: PROMAR. 200 ZERO VOC LATEX EG-SHEL (1320-2600 SERIES) STRUCTURAL LOADS. SUMBIT SHOP DRAWINGS, SEALED BY A PROFESSIONAL FRAMING: MfNEVIUM CRF OF 70 GLASS TO EXTERIOR FOR FRAME WITH GLAZING TAPES, GASKETS, AND ACCESSORIES THAT HAVE BEEN TESTED FOR 9.04 RESILIENT BASE 3RD COAT: PROMAR. 200 ZERO VOC LATEX EG-SHEL (B20-2600 SERIES) ENGINEER REGISTERED TO PRACTICE IN THE JURISDICTION WHERE THE PROJECT IS LOW-E GLASS (AAMA 1503). COMPATIBILITY WITH OTHER GLAZING MATERIALS. GENERAL: PROVIDE RESILIENT BASE WITH CRITICAL RADIANT FLUX OF 0.45 INTERIOR CONCRETE FLOORS - ACRYLIC SEALER: LOCATED, SHOWING CONPLIANCE WITH THE INDICATED STRUCTURAL MATERIALS AND FABRICATION: FABRICATE STOREFRONTS AND ENTRANCES FROM INSULATING GLASS UNITS: ASTM E2190. PROVIDE ALUMINUM SPACERS, DUAL EDGE WATTS/SQ CM OR GREATER, CLASS I (ASTM E648), AND MAXIMUM SMOKE I ST COAT: H&C INFUSION WATER -BASED CLEAR SEALER REQUIREMENTS WITHOUT EXCEEDING ALLOWABLE WORKING STRESS OF EXTRUDED ALUMINUM COMPLYING WITH ASTM B221, 6063 T-5 OR 6063 T-6 ALLOY SEAL WITH POLYISOBUTYLENE PRIMARY AND SILICONE SECONDARY, AND DEVELOPED OF 450 (ASTM E662). MAINTAIN TEMPERATURE AND HUMIDITY RANGE 2ND COAT (WHERE SCHEDULED): H&C INFUSION WATER -BASED CLEAR SEALER MATERIALS, INCLUDING ANCHORS AND CONNECTIONS. COMPLY WITH AND TEMPER. ALUMINUM SHEET TO COMPLY WITH ASTM 13209,5005-H14 FOR ANNODIZED FINISH AND 3003-1-114 FOR PAINTED FINISH. PROVIDE MANUFACTURERS RECOMMENDED FASTENERS, REINFORCING MEMBERS, ANCHORS, CLIPS, ACCESSORIES, AND SEALANTS. FABRICATE UNITS WITH UNIFORM HAIRLINE JOINTS LOCATED ONLY AT INTERSECTION OF MEMBERS, SECURED AND SEALED. CONCEAL WELDS IN ACCORDANCE WITH AWS RECOMMENDATIONS. PREPARE AND REINFORCE FRAMES AND DOORS TO RECEIVE HARDWARE IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS. STOREFRONT FRAMING SYSTEMS: INTERIOR STOREFRONT FRAMING SYSTEM: CENTER GLAZED TO ACCEPT 1/4" GLASS, FACE DIMENSIONS OF 1-3/4" x 4". MANUFACTURER AND PRODUCT: "TRIFAB 400" BY KAWNEER COMPANY, INC., OR APPROVED SUBSTITUTE. THERMALLY BROKEN STOREFRONT FRAMING SYSTEM: THERMALLY BROKEN, CENTER GLAZED TO ACCEPT UP TO I " INSULATING GLASS, FACE DIMENSIONS OF 2" x 4-1/2". MANUFACTURER AND PRODUCT: "TREFAB VG 45 IT" BY KAWNEER COMPANY, INC., OR APPROVED SUBSTITUTE. FLORIDA PRODUCT APPROVAL NUMBER: FL 1 0008. 1. ALUMINUM ENTRANCES: MEDIUM STILE SWING DOORS: STILE WIDTH OF 3-1/2", TOP RAIL WIDTH OF 3-1/2", AND BOTTOM RAIL WIDTH OF 10". CAPABLE OF ACCEPTING UP TO V GLASS. MAXIMUM AIR INFILTRATION RATE FOR SINGLE DOOR OF 0.50 CFM/SF @ 1.57 PSF STATIC AIR PRESSURE DIFFERENTIAL (ASTM E283). PROVIDE MANUFACTUREWS STANDARD HARDWARE AS SCHEDULED. MANUFACTURER AND PRODUCT: "350 SWING DOOR" BY KAWNEER COUTANY, INC., OR APPROVED SUBSTITUTE. FLORIDA PRODUCT APPROVAL NUMBER: FLI0388. 1. FINISH: CLEAR ANODIC COATING COMPLYING WITH AA-MI0C2IA3I, AAMA 611, ARCHITECTURAL CLASS U. INSTALLATION: INSTALL ALUMINUM STOREFRONT FRAMING AND ENTRANCE THE MANUFACTUREWS INSTRUCTIONS. SET STOREFRONT FRAMING PLUMB, LEVEL, TRUE -TO -LINE, AND SQUARE, WITH HAIRLINE JOINTS AND WITHOUT DISTORTION OR IMPEDING THERMAL MOVEMENT. PROVIDE INDICATED FLASHINGS AND COVERS TO MATCH FINISH OF ALUMINUM FRAMING. PROVIDE EXTRUDED SILL FLASHING WITH END DAMS AT EXTERIOR SYSTEMS, SET IN BED OF SEALANT, AND WITH PENETRATING FASTENERS SEALED. SEPARATE ALUMINUM FROM CORROSIVE MATERIA,LS. ENSURE CONDENSATION OR WATER PENETRATING JOINTS DRAIN TO EXTERIOR, AND ANCHOR SECURELY IN PLACE. INSTALL DOORS TO ALIGN WITH FRAMES, WITH UNENCUMBERED OPERATION AND UNIFORM CLEARANCES. 8.03 AUTOMATIC SLIDING ENTRANCES GENERAL: SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR REVIEW. FIELD VERIFY ROUGH OPENING DIMENSIONS BEFORE FABRICATION. PERFORMANCE REQUIREMENTS: PROVIDE TEST REPORTS FROM A QUALIFIED TESTING FACILITY INDICATING COMPLIANCE WITH THE FOLLOWING: STRUCTURAL PERFORMANCE: SYSTEM CAPABLE OF WITHSTANDING DESIGN WIND LOADS INDICATED. AIR INFILTRATION: MAXIMUM AIR INFILTRATION RATE OF 1.0 CFM/SF @ 1.57 PSF STATIC AIR PRESSURE DIFFERENTIAL (ASTM E283). AUTOMATIC SLIDING ENTRANCES: AUTOMATIC SLIDING DOOR ASSEMBLY FOR TWO-WAY TRAFFIC PATTERN IN CONFIGURATION INDICATED. PROVIDE EMERGENCY BREAKAWAY CAPABILITY FOR SLIDING LEAF(S) AND SEDELIGHT(S) REQUIRING NOT MORE THAN 50 LBF TO MANUALLY SET IN MOTION, AND COMPLYING WITH BHMA Al 56. 10. FABRICATE FROM EXTRUDED 6063-176 ALUMINUM MEMBERS. PROVIDE MAUNFACTURER!S STANDARD OPERATORS, ELECTRONIC CONTROLS, SAFETY DEVICES, MOTION AND PRESENCE SENSORS, EMERGENCY BREAKAWAY FEATURE, SLIDING WEATHERSTRIPPING, DOOR BOTTOM SWEEP, AND DOUBLE BEVEL ALUMINUM THRESHOLD. NOMINAL 1-3/4"x4-1/2" FRAME, 2" STILES, 10" BOTTOM RAILS, AND 2" INTERMEDIATE RAILS. LOCKING: PROVIDE FIVE POINT LOCKING SYSTEM, WITH DEADBOLT AND FLUSH BOLTS OPERATED BY EXTERIOR CYLINDER AND INTERIOR THUMB TURN. PROVIDE ACCESS CONTROL LOCKING SYSTEM FOR INTEGRATION WITH M, WITH FAIL -SECURE SOLENOID LOCKING DEVICE, KEYED CONTROL SWITCH, AND KEYED POWER SWITCH. PRODUCT AND MANUFACTURER: "DURA-STORM 3000 SERIES" BY STANLEY ACCESS TECHNOLOGIES, OR APPROVED SUBSTITUTE. MIAMI-DADE COUNTY NOA NUMBER: 17-0828.09. FINISH: CLEAR ANODIC COATING COMPLYING WITH AA-MI2C22A31, AAMA 61 1, ARCHITECTURAL CLASS 11. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. SET ENTRANCE PLUMB, LEVEL, STRAIGHT AND SQUARE, AND FASTEN SECURELY IN PLACE. ADJUST DOOR OPERATORS, CONTROLS, AND HARDWARE FOR SMOOTH AND SAFE OPERATION, AND WEATHERTIGHT CLOSURE. COORDINATE INTEGRATION OF OWNER'S KEYPAD ACCESS SYSTEM. DESICCANT. I" CLEAR LOW-E INSULATING GLASS UNITS: OUTBOARD LITE: 6mm CLEAR GLASS, KIND AS INDICATED OR REQUIRED, WITH LOW-E COATING ON #2 SURFACE; "SOLARBAN 90" BY VITRO ARCHITECTURAL GLASS, OR APPROVED SUBSTITUTE. INBOARD LITE: 6mm CLEAR GLASS, KIND AS INDICATED OR REQUIRED. UNIT PERFORMANCE:VISIBLE LIGHT TRANSMITTANCE = 5 1%, SHGC = 0,23, AND WINTER U-VALUE = 0.29. 1 " INSULATING SPANDREL GLASS UNITS: OUTBOARD LITE: 6mna CLEAR GLASS, KIND AS INDICATED OR REQUIRED. INBOARD LITE: 6mm CLEAR GLASS, KIND FT, WITH SPANDREL COATING ON #4 SURFACE; "LAVA BRONZE" SPANDREL COATING BY ICE) HIGH PERFORMANCE COATINGS, OR APPROVED SUBSTITUTE. INSTALLATION: COMPLY WITH THE MANUFACTUREWS INSTRUCTIONS. INSTALL GLASS LITES IN SERIES WITH UNIFORM PATTERN, DRAW, AND BOW. 9 FINISHES 9.01 GYPSUM BOARD ASSEMBLIES GENERAL: PROTECT PRODUCTS FROM EXPOSURE TO WEATHER AND CONTACT WITH WET SURFACES. DO NOT BEGIN GYPSUM BOARD INSTALLATION UNTIL BUILDING ENVELOPE IS WATERTIGHT. DO NOT BEGIN TAPING AND FINISHING UNTIL TEMPERATURE HAS BEEN STABILIZED BETWEEN 50 AND 95 DEGREES F FOR MINIMUM 48 HOURS. SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. STEEL FRAMING: ASTM C645, GALVANIZED STEEL STUDS, RUNNERS, TRACK, AND FURRING MEMBERS. SIZE AND SPACING AS INDICATED, MINIMUM METAL THICKNESS AS REQUIRED BY STEEL FRAMING MANUFACTURER'S PUBLISHED LIMITING IIEIGHT TABLES. AT WALLS INDICATED TO RECEIVE TILE FINISH, PROVIDE STUDS SPACED 16" O.C. MAXIMUM WITH MINIMUM METAL THICKNESS AS REQUIRED BY STEEL FRAMING MANUFACTUREWS PUBLISHED LIMITING HEIGHT TABLES TO LIMIT DEFLECTION TO L/360, BUT NOT LESS THAN 20 GAUGE. GYPSUM BOARD: ASTM C1396, MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE DEVELOPED INDEX OF 450 (ASTM E84), THICKNESS INDICATED, TAPERED EDGES, REGULAR TYPE FOR WALLS AND SAG -RESISTANT TYPE FOR CEILINGS. PROVIDE TYPE X OR TYPE C WHERE INDICATED. PROVIDE GYPSUM BOARD WITH MOISTURE AND MOLD RESISTANT CORE AND PAPER FACES; "SHEETROCK MOLD TOUGH" BY UNITED STATES GYPSUM COMPANY, "TOUGHROCK MOLD -GUARD" BY GEORGIA PACIFIC GYPSUM LLC, OR APPROVED SUBSTITUTE. COATED GLASS MAT GYPSUM BACKER BOARD: ASTM C 1 178, MAXIMUM FLAME SPREAD INDEX OF 15 AND MAXIMUM SMOKE DEVELOPED INDEX OF 5 (ASTM E84), WATER-RESISTANT GYPSUM CORE PANELS WITH COATED FIBERGLASS MAT FACINGS, THICKNESS AS INDICATED. PROVIDE AT WALL AREAS INDICATED TO RECEIVE TILE FINISH. PROVIDE TYPE X OR TYPE C WHERE INDICATED. SCREWS: ASIM C1513, SELF-DRELLING, SELF -TAPPING SCREWS AT STEEL FRAMING. ASTM C954 OR ASTM C1002 TYPE S OR S-12 BUGLE OR PANCAKE BEAD AT GYPSUM BOARD TO STEEL FRAMING. PROVIDE CORROSION RESISTANT SCREWS AT COATED GLASS MAT GYPSUM BACKER BOARD AND CEMENT BACKER BOARD. JOINT COMPOUND AND TAPE: ASTM C475, READY -MIXED ALL-PURPOUSE DRYING -TYPE VINYL BASED JOINT COMPOUND, AND 2" PAPER REINFORCING TAPE. PROVIDE MANUFACTURER'S RECOMMENDED MOLD AND MILDEW RESISTANT JOINT COMTOUND. CORNER BEAD AND EDGE TRIM: ASTM C 1 047, ZINC ALLOY FORMED BEAD, L-TRIM, I OR U-TRIM WITH FLANGES FOR CONCEALMENT IN JOINT COMPOUND. ACOUSTICAL INSULATION: ASTM C655, TYPE 1, CLASS A, UNFACED GLASS FIBER BATT INSULATION. FRICTION FIT BATTS TO FILL ENTIRE STUD CAVITY. ACOUSTICAL SEALANT: ASTM C834, NON -SAG, PAINTABLE, NON -STAINING LATEX SEALANT, TESTED TO REDUCE AIRBORNE SOUND TRANSMISSION (ASTM E90), AND COMPLYING WITH ASTM E814. INSTALLATION: COMPLY WITH ASTM C754 FOR STEEL FRAMING INSTALLATION, ASTM C636 FOR DRYWALL SUSPENSION SYSTEMS, AND ASTM C840 AND GA-216 FOR GYPSUM BOARD APPLICATION AND FINISHING. AT FIRE RATED ASSEMBLIES, PROVIDE MATERIALS AND INSTALLATION IDENTICAL TO THOSE LISTED BY UL. ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE, AND PROVIDE SUPPLEMENTARY FRAMING AND BLOCKING TO SUPPORT ATTACHED WORK APPLY GYPSUM BOARD TO MINIMIZE BUTT JOINTS, WITH END JOINTS STAGGERED MINIMUM 24". AND SCREW ATTACH TO SUPPORTS. PROVIDE CORNER BEAD AT ALL EXTERNAL CORNERS, AND EDGE TRIM WHERE BOARDS ABUT OTHER CONSTRUCTION. EMBED JOINT TAPE AND PAPER FACED METAL TRIM IN JOINT COMPOUND, THEN APPLY 3 COATS OF JOINT COMPOUND OVER JOINTS, TRIM, FASTENERS, AND SURFACE DEFECTS, SANDING AFTER EACH COAT AND LEAVING SURFACE SMOOTH AND FREE OF VISUAL DEFECTS (GA-214 LEVEL 4); EXCEPT APPLY I COAT AT CONCEALED SURFACES (GA-214 LEVEL 2). RECOMMENDED BY MANUFACTURER FOR AT LEAST 48 HOURS BEFORE, DURING AND AFTER INSTALLATION. SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. VINYL BASE: THERMOPLASTIC VINYL BASE, ASTM F-1861, TYPE TV, GROUP 2,4" HIGH x 1/8" GAUGE, COVED PROFILE; MANUFACTURER, PRODUCT AND COLOR AS SCHEDULED. INSTALLATION: INSTALL IN LENGTHS AS LONG AS PRACTICAL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, USING RECOMMENDED LOW-VOC ADHESIVE. FIELD FORM OUTSIDE AND INSIDE CORNERS BY SHAVING BACK OF BASE NO MORE THAN 20% OF THE BASE THICKNESS, AND FOLDING BASE; COPE TOE OF COVE BASE AT INSIDE CORNERS. 9.05 RESILIENT TILE FLOORING GENERAL: PROVIDE RESILIENT TILE FLOORING WITH CRITICAL RADIANT FLUX OF 0.45 WATTS/SQ CM OR GREATER, CLASS I (ASTM E648), AND MAXIMUM SMOKE DEVELOPED OF 450 (ASTM E662). MAINTAIN TEMPERATURE AND HUMIDITY RANGE RECOMMENDED BY MANUFACTURER FOR AT LEAST 48 HOURS BEFORE, DURING AND AFTER INSTALLATION. SUBMITTALS: SUBMIT PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR REVIEW. VINYL COMPOSITION TILE (VCT): ASTM F1066, CLASS 2,12"xI2"xI/8" THICK; MANUFACTURER, PRODUCT, AND COLOR AS SCHEDULED. INSTALL WITH MANUFACTUREWS RECOMMENDED ADHESIVE. LAY TILE IN BASKET WEAVE PATTERN WITH ALTERNATING GRAIN DIRECTION. ACCESSORIES: PROVIDE PATCHING AND LEVELING COMPOUND AND LOW-VOC ADHESIVE AS RECOMMENDED BY RESILIENT FLOORING MANUFACTURER. PROVIDE RESILIENT EDGE/TRANSITION STRIPS TAPERED TO MEET ABUTTING MATERIALS. INSTALLATION: PREPARE SUBSTRATES AND INSTALL FLOORING IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS. EXAMINE SUBSTRATES FOR DEFECTS BEFORE BEGINNING INSTALLATION. REMOVE CONCRETE PROJECTIONS AND FELL LOW SPOTS WITH PATCHING AND LEVELING COMPOUND TO PROVIDE SMOOT14 SURFACE. DO NOT DELIVER FLOORING MATERIALS UNTIL TEMPERATURE AND HUMIDITY CONDITIONS HAVE BEEN STABILIZED, AND ACCLIMATE FLOORING MATERIALS IN CONDITIONED SPACE FOR MINIMUM 48 HOURS BEFORE INSTALLATION. CLEAN SURFACES IMMEDIATELY BEFORE INSTALLING FLOORING. LAYOUT FLOORING AS INDICATED, OR TO PROVIDE EQUAL WITDH TILES GREATER THAN HALF -WIDTH AT OPPOSITE ENDS OF SPACES. INSTALL FLOORING BEFORE INSTALLING FLOOR SET CASEWORK AND EQUIPMENT. EXTEND FLOORING INTO RECESSES, AND SCRIBE AND CUT TO FIT PERMANENT CONSTRUCTION WHILE LEAVING RECOMMENDED EXPANSION SPACE. INSTALL RESILIENT EDGE STRIPS AT EDGES OF FLOORING THAT WOULD OTHERWISE BE EXPOSED. CLEAN RESILIENT FLOORING AFTER INSTALLATION. ADHESIVE INSTALLATION: REMOVE DELETTRIOUS COATINGS FROM SUBSTRATE. TEST SUBSTRATE FORDRYNESS, (ASTM F1869 AND ASTM F2170), PH (ASTM F710) AND BOND - DO NOT PROCEED WITH INSTALLATION UNTIL RESULTS ARE ACCEPTABLE. ADHERE FLOORING TO SUBSTRATE. 9.06 .CARPET TILE ID TI CRITICAL RADIANT FLUX OF 0.45 WATTS/SQ CM OR GREATER, CLASS I (ASTM E648), AND MAXIMUM SMOKE DEVELOPED OF 450 (ASTM E662). MAINTAIN TEMPERATURE AND HUMIDITY RANGE RECOMMENDED BY MANUFACTURER FOR AT LEAST 48 HOURS BEFORE, DURING AND AFTER INSTALLATION. SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. CARPET TILE: TUFTED TIP-SI]EARED CARPET TILE, NYLON, SOLUTION DYED, STAIN AND ANTI -MICROBIAL TREATED, WITH MANUFACTUREWS STANDARD BACKING; MANUFACTURER, PRODUCT, AND COLOR AS SCHEDULED. INSTALLATION: PREPARE SUBSTRATES AND INSTALL CARPET TILE IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS. COMPLY WITH CRI INDOOR AIR QUALITY INSTALLATION GUIDELINES. ACCLIMATE FLOORING MATERIALS IN CONDITIONED SPACE FOR MINIMUM 48 HOURS BEFORE INSTALLATION. TEST CONCRETE SUBSTRATE MOISTURE (ASIM F2170) AND ALKALINITY, AND DO NOT INSTALL IF RESULTS ARE OUT OF MANUFACTUREWS RECOMMENDED RANGE. EXAMINE SUBSTRATES FOR DEFECTS BEFORE BEGINNING INSTALLATION. REMOVE CONCRETE PROJECTIONS AND FILL LOW SPOTS WITH PATCHING AND LEVELING COMPOUND TO PROVIDE SMOOTH SURFACE. CLEAN SURFACES IMMEDIATELY BEFORE INSTALLING FLOORING. LAYOUT TILE AS INDICATED, OR IF NOT INDICATED TO PROVIDE EQUAL WITDH TILES GREATER THAN HALF -WIDTH AT OPPOSITE ENDS OF SPACES. ADHERE FLOORING TO SUBSTRATE USING RECOMMENDED LOW-VOC ADHESIVES. BUTT TILES TOGETHER TIGHTLY TO FORM SEAMS WITHOUT GAPS, AND FIT TIGHTLY TO OBSTRUCTIONS. PROVIDE RESILIENT EDGE STRIPS AT EDGES OF FLOORING THAT WOULD OTHERWISE BE EXPOSED. CLEAN AND VACUUM CARPET TILES AFTER INSTALLATION. 10 SPECLkLTIES 10.01 TOILET ACCESSORIES: PROVIDE TOILET ACCESSORIES AS SCHEDULED. SET UNITS PLUMB, LEVEL, ANDTRUE TO LINE. REINFORCE SUBSTRATES AS NECESSARY, AND USE CONCEALED FASTENING WHERE POSSIBLE. 10.02 FIRE EXTINGUISHERS AND ACCESSORIES GENERAL: PROVIDE FIRE EXTINGUISHER AT EACH LOCATION INDICATED, AND AT EACH FIRE EXTINGUISHER CABINET. SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. FIRE EXTINGUISHERS: NOMINAL 5 LB MULTI -PURPOSE CHEMICAL FIRE EXTINGUISHER, 3A-40BC RATED, PAINTED STEEL CYLINDER, "MP5-A" BY LARSEN'S MANUFACTURING CO., OR APPROVED SUBSTITUTE. PROVIDE WALL BRACKET FOR FIRE EXTINGUISHERS AT LOCATIONS WITHOUT CABINETS. INTERIOR FIRE EXTINGUISHER CABINETS: SEMI -RECESSED WITH 2-1/2" ROLLED EDGE, STEEL BOX AND DOOR, FULL CLEAR ACRYLIC DOOR, WHITE BAKED ENAMEL FINISH; "2409-R3 " BY LARSENS MANUFACTURING CO., OR APPROVED SUBSTITUTE. EXTERIOR FIRE EXTINGUISHER CABINETS: SURFACE MOUNTED, ALUMINUM BOX AND DOOF, FULL CLEAR ACRYLIC DOOR WITH LARSEN-LOC RECESSED HANDLE, CLEAR ANODIZED FINISH; "AL 2409-SM" BY LARSEN'S MANUFACTURING CO., OR APPROVED SUBSTITUTE. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS. MOUNT CABINETS WITH BOTTOM AT 27" ABOVE FINISH FLOOR. SET UNITS PLUMB, LEVEL, AND SQUARE. AT EXTERIOR LOCATIONS, PROVIDE 1/4" SPACER BETWEEN CABINET AND EXTERIOR WALL. 10.03 BOLLARD COVERS: 1/8" THICK POLYETHYLENE COVERS WITH DOMED TOPS DESIGNED TO FIT STANDARD STEEL PIPE BOLLARDS; "BOLLARDGARD" BY INNOPLAST, OR APPROVED SUBSTITTE. INSTALL IN ACCORDANCE WITH TEE MAUNFACTURER'S INSTRUCTIONS. COLOR: SAFETY YELLOW. 10.04 KEY LOCK BOX: L[L LISTED KEY LOCK BOX, 1/4" STEEL WELDED HOUSING, 1/2" STEEL DOOR WITH GASKET AND STAINLESS STEEL HINGE, INTERIOR GASKET, BIASED CUT KEY LOCK WITH DUST COVER, AND INTERFACE FOR BUILDING ALARM SYSTEM; "KNOXBOX 3200" BY KNOX COMPANY, OR APPROVED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MAUNFACTURER!S INSTRUCTIONS. SIZE: 5"x4"xY DEEP. MOUNTING: RECESSED, WITH STEEL SHELL AND 7"x7" FLANGE. COLOR: ALUMINUM. REQUIREMENTS OF THE ALUMINUM DESIGN MANUAL. MANUFACTURER: PROVIDE PRODUCTS MANUFACTURERD BY PEACHTREE PROTECTIVE COVERS, INC., OR APPROVED SUBSTITUTE. MATERIALS: INTERLOCKING DECKING, BEAMS AND GUTTERS: EXTRUDED ALUMINUM ALLOY 6063 TEMPER T6, COMPLYING WITH ASTM B221. FLASHING: MINIMUM 0.040" ALUMINUM. FASTENERS: STAINLESS STEEL WITH NEOPRENE WASHERS WHERE IN CONTACT WITH ALUMINUM. HOT -DIP GALVANIZED ANCHORS FOR ATTACHMENT TO MASONRY OR STEEL. FABRICATION: FABRICATE TO INDICATED SIZES, DIMENSIONS AND DETAILS. ASSEMBLE WORK TRUE -TO -LINE, WITH TIGHT, CLOSE FITTING JOINTS. PROVIDE FULLY WELDED EXTRUDED ALUMINUM SYSTEM, WITH PROVISIONS FOR THERMAL EXPANSION. EASE EXPOSED EDGES AND GRIND ALL EXPOSED WELDS SMOOTH. PROVIDE COMPONENTS REQUIRED FOR PROPER ANCHORAGE. SHOP FINISH AS INDICATED. FINISH: HIGH PERFORMANCE FLUOROPOLYMER COATING COMPLYING WITH AAMA 2604, TWO -COAT THERMOCURED SYSTEM OF INHlI3ITTVE PRRvfER AND FLUOROPOLYMER TOPCOAT CONTAINING MINIMUM 70% PVDF RESIN, MINIMUM 1.2 MEL DRY FILM THICKNESS, COLOR AS SCHEDULED. INSTALLATION: INSTALL WORK TRUE -TO -LINE AND PLUMB, WITH SLOPE FOR POSITIVE DRAINAGE. ANCHOR FABRICATIONS SECURELY IN PLACE WITH COMPATIBLE FASTENERS. PREVENT CONTACT BETWEEN ALUMINUM AND DISSIMILAR MATERIALS. PROVIDE FLASHING AT ADJACENT CONSTRUCTION. TEST DRAINAGE SYSTEM. TOUCH-UP FINISH IMMEDIATELY AFTER ERECTION. 10.07 EXTERIOR SCREENS AND TREILLAGE: GENERAL: COMPLY WITH ASCE 7-10 AND APPLICABLE LOCAL CODES FOR STRUCTURAL LOADS. SUMBIT SHOP DRAWINGS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED TO PRACTICE IN THE JURISDICTION WHERE THE PROJECT IS LOCATED, SHOWING COMPLIANCE WITH THE INDICATED STRUCTURAL REQUIREMENTS WITHOUT EXCEEDING ALLOWABLE WORKING STRESS OF MATERIALS, INCLUDING ANCHORS AND CONNECTIONS. COMPLY WITH REQUIREMENTS OF THE ALUMINUM DESIGN MANUAL. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. WALL MOUNTED TRELLIS: "NATURESCREEN SYSTEM" AS MANUFACTURED BY CITYSCAPES INCORPORATED, OR APPROVED SUBSTITUTE. FABRICATE FRAMES FROM EXTRUDED ALUMINUM (ASTM B221 ALLOY 6005-175), MINIMUM 0.063 " THICKNESS AND 3" FACE WIDTH. FABRICATE WERE MESH PANELS FROM MINIMUM 10 GAUGE STAINLESS STEEL WERE WELDED AT EACH INTERSECTION IN 4"x4" GRID. PROVIDE EXTRUDED ALUMINUM WALL MOUNT BRACKETS AND STAINLESS STEEL FASTENERS WITH NEOPRENE WASHERS FOR ATTACHMENT TO WALL STRUCTURE. FINISH LOUVERS WITH POWDER COATING IN COLOR SCHEDULED (AAMA 2603). INSTALLATION: INSTALL WORK LEVEL, PLUMB, AND SQUARE, ALIGNED TO MAINTAIN MODULAR GRID. 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MROPERTY OVISORMON TAKEN FIROM SITR MAN I-WIPAIRM BY AVID C*qCW Lu ui H 0� u f) 0 rr (D W Lu Lu 0 w c� -:;, -i < 0 <Zou -i >- LU W __j Lu uj co c/) -i Lu a- M u- < m 0� < w z ui 0 LL U 0 -j 0 0 U) M < cy uj < < Z of < c) EL 0 Z Z: :D 0 UJ 0 E Lu C� co < OLLZ3:ctm�-000 Zw�- CD 0— :Duz�-zui co - QLU Z ZLU=�-ou Z w W w U Lu F- Of u V) ly- ui UJ — [If -D u- z < 0� c� �- u <uj�-n�- 0 cn—zo Q�a-uouo c� -i =<Zo C) 0 W G� uj w u z u- -J 0 u a- 0 (D < CK Lu Ui u a- Lu W < Lij = 3: U UJ �-- �- Z E W U [-- < Ir O� ()f — < z — uj 0 — cr I-- < m < a- 0 n o �- 5 E 3: n a) blo C) *j CA 4-� 7� CA C) 4-� fl� V .4 IA u IA I I ISSUE: FOR CONSTRUCTION I I PROJECT NUMBER 201812 DATE 4-3-19 I I SBEET NUMBER I I Al 00 Ff PHASE I I 2 PHASE I I CORRIDOR EXTENSION r4 V-4 z 15T FLOOR FLAN-15LDG A ALI SCALE: I/5"=1--0" e 48'-4" 66-4" 4c3'-4" roe'-4" 6% 1=11=E 61-511 E, 1 2 r4 5OLLARD CANOf A53 N UJ/ COVER ---- 0— —0— 5 0 0 ------ A STL FIFE ';4 5OLLARD KEY IHVACI 1HVAr-j cj LU/ COVER 4 FDAC) L -J L - J Ilu- /Foc �Pj - — - — - — - — - — - — - — - — - — - — - - - - — - -Fo&- T- cloxio cloxio cloxio CaxIo LOADING C8xIo cloxio CIOXIO CIOWO CIOXIO CIOXIO 0 C10x20 FEC Emma] FEC C)Oxlo W WE FEC Cloxio CI0x20 I C5xIo c5xIo C5xIo CI0x20 cloxio CIOXIO CI0x20 CIoxIo CI0x20 CI0x20 CIOXIO C1040 cloxio C1040 CIOXIO CI0x20 CIOXIO CE�xlo c5xIo c5xIo I 9 --9 C5x5 C5x5 c'5x5 �5X5 c5x5 FEC FEC I r-5xIo C5xIo C5xIo C5xIo C5xIo G5xIo 1 nA, -- @ 1 FEC FEC CI0x20 I C5xIo CB'x10 C5xIo C5XIO E C5xIo 9 CI0x20 5xIo E @) C:EXlo C5xIo E C5xIo (P Ln CI0x20 C5xIo E C5xIo E C5xIo c5xIo k, �5- 2 CI0x20 C;5xlo E C5xIo c5xIo C5x10 CI0x20 C5xIo C5xIo 0 Cr;'xIo CI0x20 02 Ln A C5xIo 10 C5xIo A ZaTL FIFE 5OLLARD r-5xio CE'xIo LLJ/ COVER C1040 CE)xIo C5xIo C5xIo /2 N;4 CI0x20 cloxio r - -I IHVACI C5xIo & L -J jHVACj C5xIo crpxIo C5xIo 1 9 0 --9 11 FEC L J 1 FEC CIOX15 cloxiB, CIOX15 CIOXIB, CIOX15 CIOX15 C1040 r4" LI � �A 50'-2" 50'-211 301-411� (2 ( 4� 5) ni e� (110 r�ll FEC r-BX5 C5x5 c5X5 c5x5 c5x5 C5 5 1 r-Ec CIOX15 CIOX15 CIOX15 GIOXIE, CIOXIE, CIOX15 CIOX15 CIoxs CIOXIE, CIOXIS, CIOXIE, CIOX15 cloxie, CIOX15 CIOX15 CIOXIE, C5x5 1 C5x5 C5xr;` Cr2X5 ce`X5 C5x5 1 cloxio IHVACI L Cloxio r jHvAcj L J cIOX0 12 (P 6 J Ln j-CE -cf: c W, u 7w:, ow CD LU Lu Lu z < 0 lj < -WT -i Lu < Z LQ -<ma�< uj U T:�r- 00 "-: L-uj �0- L'L 0 C/) u 0� z w t: < < c� IL 0 0 t Do 'i LL- uw) Li- 0 u w 'D 0 C�'w 2:2 , Z' Lu ":' w w D Uj LZ" =u) < W <Z c� a, m Z LL -J 0 U CL 0 C� 0 W W 01 �- a- < E < Lu a Lu U z Lu EL U-i < — j q; < E 3: c/) LU LU < U- u LU W Q� U-i < U Lu I fy- fari L= -- z < < M < [L 0 C� 0 �7- CTS u ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SBEET NUMBER Al I CIOX15 Cloxio FEC 48'-4" W-0 A I CIOX15 CIOX15 1 LC 5X5 c5X5 C5X5 c5X5 c5X5 1 C-loxio C1040 Cloxio CIOX20 MEMO] Cloxio C1040 C1ox10 C1040 Cloxio C1040 FEC 1001 "INN C5x10 �101 C5x10 C5x10 nB C5x10 a �01 C5x10 a C5x10 (B-) C,5X5 I C5X5 CS,X5 C5X5 C5X5 C5X5 1 FEC FEC 6V-4" 411 CANOI=Y 5ELOW CIOX15 CIOX15 CIOX15 C5X5 CBX5 C5x5 C5X5 c5XE, C5x5 1 FEC C5x5 c5X5 C5X5 C5X5 c5x5 c5x5 11 311 U- LL I q T f:oc 41 i -- - - — 7— Cloxio CIOX15 \I. �51 cioxio FEC CIOX15 CIOX15 CIOX25 cloxio C5x10 CIOX15 CIOX15 CIOX25 Cloxio CEXlo CIOX15 CIOXIB, g o loxio GIOX25 ll C5210 I 10C CIOX15 CIOX15 01 CIOX25 clox10 C5x10 IOXIO CIOX15 CIOXIE? 91 CIOX25 c:ioxlo CloxS CIOX15 0 CIOX2E7 C5x10 CIOX25 cloxio CIOX15 CIOX15 C5x10 c5X5 C5 C5x5 c5X5 C c5X5 I FEC C5x5 x x x crvr- C5x5 11 FEC '� 2 A6 = =\OE r -\\(E)7 0 cloxio 0 CIOX25 91 1 9 Cloxio 11 c:r2xlo CIOX25 gj I (��) Cloxio G5x10 C4 Cloxio 0 (�D C10x20 Cloxio 0 9 CIOX30 0 CIOX25 9 9 cloxio C.5xlo C5x10 5 CIOX10 9 C10x20 C:Ioxlo 0 9 CIOX30 9 C10x20 cloxio C5x10 c5xio C1ox10 C10x20 C1ox10 CIOX30 0 C10x20 Cloxio C5x10 0 c;5x10 \1 �52 Cloxio C10x20 Cloxio CIOX30 0 C10x20 cloxio C5x10 C5xio C:Ioxlo C1040 Cloxio CIOX30 9 C10x20 Cloxio C5x10 0 IHVACI L J FEC C5x10 B c5xio C5x10 I I FEC C5x10 C5x10 C5x10 I I FEC Cloxio -- FEC IHVACI,,-' 2^1 L -.J UE, 0 401-411 F -1 Cloxio 2 F HVACI C5x8 -05 TLT 203 LT Cloxio C10x20 (DA- ..... .... .. ...... . . 11204 NIGH DE5< 0 HVAC /"4 OF u--a i== IN< 01 F2-0-E-,] 02 —r-ax 10 ELEC SPRIN< CIOX3 @ — I REA< @I @ cloxi 201 0 F2-0--11 F2-0 7(o ub F F2021 F - (P q—jcE r 10 5TATIPT L j Fog fr F -oC Ar r CANOPY 0 <EY A50VE H- u- @)lFAD UJ2 LOC u u- -Lf 3-11 STL f=lf=E AW 50LLARZ) W1 COVER -all 61-511 4'- �1-411� 41-411 121-011 14'-2" 121-011 1�8� Bi-oll �31-411, 14'�2" 12'-0 ��'-4"� 11'-4" -SECOND FLOOR FLAN-5LDG A -,, 4 101 01 11 1 -1 11 z 121-1011 14'-Y 141-011 lit -Oil 101-111 r,'-4" 12--ioll 23'-P 0 It 11 130, e I 2� n, (1�2 C X10 C5x10 C5x10 Lu LI:J U-), Q� u::) u uj WEODW ZD z E < -J L < W w LL >. - < L) Lj uj 00 af Z t: < < C� IL Q� L LOL J zo 0 3: I= C) z 11 0 0 uj z =0 Lu zo 'z- LL- Doe - 0 - UJ u < Lu I-- ci� a- u 0 'u- Q c� Lf -i Z< zo u� MOI-Uo�wuj =u--joua-oo z < E < Lu a w z a- Lu . L < Q� 3: Q� O� Lu W < w E L, U wwu U LU i.- F-- < = = clf w a 0� - < z K w = 0 0�� i-- i-- < m < a- 0 n o i-- Q 4-j all C) lu 1A lows k 61 ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SBEET NUNMER Al 02 f=ROvIc>E CLAMPS TRAf=EZC SEAM RC ZONES 2 151. TC 51. TO 151. TO 1511. TO FIN MTL 8"x5" lIDE WIND 1=8 IN EZOlr->AL ROOF AT 32 4 3 ':IN MTL 8"x8" ER + 5"X5" 05 1) - - - - --G) Lu L:lj Lu 0 LIJ LL C/) LLJ of z C/) ry < < 0 _j <Z u -j >- LU Uj Lu Lij c/) 0 --1 Lu LLI IL LL < m (if < Lu < 0 Lu 0 LL- u = 0 —1 �-- �-- F- C) 0 0 C/) — U) co < c() u o,- LU Of < D < Of < c� IL Lli 0 0 -3: LU C� < 0 FI-) z LL- 01 C/) 0 - LLi L,U CL z - D w W � C/)::D L) C() --) Lu U LLi 7) ::) z < a �LL-j -u < w [-- n o LLJ m - Z a CL U 0 u c� u C� LL- -i = < 0 0 W Cj� LU Lu Z LL -J C� U a_ C) 0 a I-- CL �- a < < Lu [)� LLJ U w D- w — < < W Lki U a- w W < uj U LLJ F- �- Fr LLJ U < w 0� a - < w < m < CL 0 c) 0 1-- :- lu IA 40 K ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 114I� NUM13ER I I Al 3 2=0011% z RC. -OF PLAN - SCALE: I/a"=V-011 OF -411 21' 'ai- 52'-10" 52'-10" PARAPET BEYOND �65'4011 TOS-HP 8" EIFS BAND (EIFS-1) PREFIN ALUM STOREFRONT (5F-I) 01-011 2ND FLR PREFIN WALL PACK FIXTURE SEE ELEC — -101-81, - 15T FLR r /A r_ ch 01 MJ2ND FLR qu 15-T F_LR_ FIN FLR - F( OF FTG SEE jj%I5'-4l1 VJT/STUr-> aklol-all VJ TOS-Lf= m-"2ND FLR PREFIN VERT MTL WALL PM (MWF- 1) IST FLR �x 15'- 4 11 - V-,/T/STUD j%14'-011 - V-1' T05-HIO %-"2ND FLR I-ST FLR PHASE I I PREFIN VERT TAPERED R15 MTL WALL PNL (t-1WP-2) 01 011F,041�111 12V-a" PHASE I I PREFIN MTL PREFIN VERT GUTTER AND D.S. TAPERED R15 MTL (MT-1) _____7 WALL F`NL (MWP-2) PREFIN MTL - COPING (MT-1) am E 71 765 01-011 2ND FLR I ;t1t ____ z_- I= — —.11111 � Ll MINIIII-1111ME HVA0f�1HVA0L:::2jWVACIz� L-1 0 _.. % PREFIN WALL VHM DOOR + -STL PIPE PREFIN ALUM—/ ZKEY PAD PREFIN ALI\ KEY LOCK LEIFS BAND PREFIN ALUM � 5011 D SURFACE PREFIN MTL LOUVER 2ND FLRS PACK FIXTURE - FRAME (PNT-1) 5OLLA AUTO SLIDING STOREFRONT BOX (EIFS-1) STOREFRONT OR MANF STONE VENEER (M5V-I) SEE MECH SEE ELEC W/ CO R DOOR (5F-1) PREFIN WALL PACK LINE OF SLAB FIXTURE - SEE BEYOND ELEC I/A5.Ij 2/A5.1 I 3/A 4/A5 J1 5/ 15T FLR PHASE I ri_%� WEST ELEVATION-5,LDG A A1.4 SCALE. PREFIN MTL TRAPEZOIDAL SEAM PREFIN VERT PREFIN HORIZ ROOFG 5Y5TEM (55R TAPERED R15 MTL TAPERED R15 Irol-v, & T/5Tur5 WALL f=NL (MWP-2) MTL WALL PNL (MWIF-3) A P-L T/.STUr->\-w TOS-LP \-w ........... ........... .... ............ WA SOUTH FOUNDATION WALL ELEVATION- 5LDG A AIA / SCALF 77=77- PREFIN WALL PREFIN MTL �� EP45T ELEVATION- 15LI)G A 4 AIA J SCALE: 1/5"mV-0)" 156-11 53/64" NORTH ELEVATION- 5L[)G A AIA) SCALE va-77F, 200'-0" NORTH FOUNDATION WALL ELEVATION- 5LDG A L-4 ,� SCALE: 1/5"=V-011 1 1/2 DAP I IST FLR TOWER BEYOND 15' - & 11 All TO.5-HP \-w EIFS FIELD (EIPS-1) MANF STONE VENEER (MSV-1) 01-011 idff� 2ND FLR - 10, -a& IST FLR 4/A5-4 4V-0 11/64" V-0 11164" &'-011 V-01' a' -oil V-s'l 1,311 7 01-011 Ic TOP OF CONC WALL- 2ND FLR'*-w CIS PHASE 11 C14 CORRIDOR EXTENSION IST FLR. GRADE - SEE CIVIL-] 51-011 101-211 FIN FLR - FOR TOP '�—oi= FTG SEE STRUCT EXTERIOR FINISH AND COLOR SCHEDULE MARI< MATERIAL COLOR M5V_I MANUF STONE VENEER - FIELD 50RAL SOUTHERN LEDGE5TONE "CHARDONAY" --- MORTAR BUFF EIFS-I EIFS - FIELD MATCH DULUX 038YY -12/111 "INDIAN LEGEND", SEMI-GLOS5 EIFS-2 E IF5 - ACCENT MATCH DULUX 010YY 35/1`235 "BROWN BAG" SEMI -GLOSS EIF5-3 EIFS - 5AND, CORNICE MATCH DULUX 050YY 53/020 "NATURAL WHITE", SEMI -GLOSS CPY-1 PREFIN ALUM CANOPY MATCH DULUX 030YR 12/2c32 "SICILIAN SUMMER", SEMI -GLO68 MWP-1 PREFIN VERT R15 M5CI "LIGHT STONE" MTL WALL PNL MWP-2 PREFIN VERT TAPERED M5CI "LIGHT STONE" R15 MTL WALL FNL MWP-3 PREFIN HORIZ TAPERED M5CI "LIGHT STONE" RIB MTL WALL PNL MWP-4 PREFIN MTL M5CI "LIGHT STONE" PANEL PIER MWP-5 PREFIN HEADER M5CI "LIGHT STONE" MTL WALL f=NL DR-1 PREFIN OH COILING DOOR M5CI `51ROWN5TONE" CMU-1 SPLIT -FACE CMU MATCH DULUX 035YY 12/111 "INDIAN LEGEND", SEMI -GLOSS MT -I PREFIN MTL COPING, TRIM, GUTTERS, MATCH DULUX 050YY 83/020 "NATURAL AND D.S. WHITE", SEMI -GLOSS f=NT-1 HM DOORS AND FRAMES MATCH DULUX *10YY 3r:OS5 "BROWN BAG" SEMI -GLOSS SSR-1 PREFIN MTL TRAPEZOIDAL SEAM GALVALUME PLUS ROOF SF -I ALUM STOREFRONT CLEAR ANODIZED NOTE - FINAL MATERIAL COLORS TO BE CONSISTANT WITH PALETTE FOR ZEPHYR COMMONS u i LU ui c/) 0 -11 <Mof<uj wo- < uj ') I- uj u 00 0 LOL L 7) W vo < 0, i L- o to 0� Lj I Lu Oz Z!�z cif LI) 0 < �_ t 0,0, �0-,o_ 0 0 Lz��02iowF-oovi zwm— oo—c,wDuzzF__ET�_ I z D wa UUJ COL 10" D, �OLJ ou� < >M t u ao_uououQu__j =Z<'zo Qoujc)�ww zu—jou'-00 Lu M = < E a w u z c/) uj — < Lu Lu < uj < Lu U ULU�_�_ =ixujaa <Z � U�'=_` �-- < co < 0- C�5 n o 03 .j 1 74 40. ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I 1101-01, C'4 1� 1 1/2 L L For- 3 HR cmu 3 HR Cmu FIRE WALL--,,,,,// FIRE WALL—,," T7 4 -7 /4 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 n 81-011 � L of -oil al-oll a] -oil al-oll &I -oil al-oll N r) FLOOR FLAN-5,LDG 5 A1-5 SCALE: I16"=I--0" IN MTL ,A Ib I -Cill MJ TOS-1-111 OIL 0, - 0 " '--w FIN FL WALL I=NL (MUP-4) FIREFIN VERT R15 MTL WALL f-NL (MWI=-I) MTL TRAPEZOIDAL AM SYSTEM C31 - C3 11 TO5-HF` IOREFIN M EDGE TR (MT -I) FIN FL MTLWALL FNL 3� EAST ELEVATION- 51 AI-5 ) SCALE- 1/8"=l'-01" OL '�-w TOS-Hf- OIL 0,-o" '--w FIN FL SCALE. 1/6"d'-011 TOS-Lf= f=REFIN GUTTER AND D5 (MT-1) 011 -011 FIN FL MTL TRAPEZOIDAL SF AM ROOFn FREFIN GUTTER AND DS (MT-1) TOS-LF` WALL PACK rNaw"A 6 f . \.�05 FREFIN MTL GUTTER 4 D.S. (MT-1) FREFIN &'-O"x I'-011 OH COILING DOOR (DR-1) OL ol -011 — 'IM1111111111111111111 \-WFIN FL \-PREFIN VERT R15 MTL WALL FNL (MWFD-I) r TNN WEST ELEVATION- 5L 4 \,AI-5 SCALE: MTI T;PA;==7n1nA1 7� SOUTH ELEVATIdN- AIB SCALE-. 1/8"=V-0" o'— ro� ROOF FLAN- A15) SCALE: 115"zi'-O" AND DS (MT-1) �AZI, "f,�NL,(M, W, _F, -"I)' I I'- MTL TRAPEZOIDAL BEAM ROOFG SYSTEM (58R-1) c 51-911 TOS - Hf- \_f=REFIN MTL EDGE TRIM (MT-1) -,n,) 71 m 4 N�) "-,,—STL FIF`E 5OLLARD W1 COVER et-oll ;e TOA LF ol -011 FIN FL W w uj W_j uj o < E < >- Lu U- j uj u WL < co a-- < uj 0 ui < >z 0 < < yj oo� 2:: cl� Lu 0 0- -_ L uj Q �j 0 if w OZ 1z Z, , 0 < 0 0,- t 2 8 F-- ,� 0 L_ . U- 0 0 0�0�--owo zuj�= 0 -3 u --6y, V) u >- Ld w_ z=, zjz u-- m = S) c 0 2 [<)� aw� Fw- tj 1,, -f 0 w cn z 0 < W I— C, I— = < z a� I u 0 1, c� u c� ti- _j vi QoujafwLl zu__ji2:Iuc�ocD w 0 w w z U) H�wT<—w<ujE<qf=3: 0- UJ wwuc)�uw �_ z F17ujuv-< Elf uj Of [If �- < z — uj = L/) �i Q� < m < a- 7) C3 o F- Q c� V 4_4 CAI u % IA NJ 1A -T u ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I �1 !ewu SIV-ro" TOS-Hf= OL 0'-0" \-w FIN FL / L"N 4 2 1101-01, y Uf IL 1 1/2 U- IL FOC loxio loxio 3 HR CMU L 10x20 10x20 10x20 10x20 10x20 10x20 FIRE WALL 10x20 I0x20 10x20 10x20 10x20 I0x20 1040 10x20 1040 H loxio loxio 111L /2" _'— C31-011 MTL TRAPEZOIDAL SEAMROOFG B-T-STEM (581;R:F) OL V-ro" \-w TO5-HI- OL V-0" III \-WFIN FL FIREFIN V-0"x I'-01' OH COIL-ING DOOR 3� NORTH ELEVATION— F �ofl SLOPE 3"00, Al-bj 5CALE.- jj% 'a' - ro " W--'TOS-H C31-011 �*I_ TOS-LP 0[� 0, - 0, \-w FIN FIL m M-1 Lw_j FLOOR FLAN - Alto ) ISCALF. 177771, c M"N "r=A==*7?n1r')A1 WALL FNL (MWF-I) "� 2 EAST ELEVATION- 5LDG C Alb) SCALE: 116"=V-0" F'REFIN GUTTER AND DS (MT-1) V-0" ah TOS-Lf= WJ \_f-REFIN MTL EDGE TRIM (MT-1) PREFIN VERT R15 MTL WALL f=NL (MWP-I) - DG c PREFIN GUTTER SLOPE AND DS (MT-1) OLV-0" \-w TO5-LF` PREFIN VERT R15 MTL WALL FNL (MWF- I) A,\ 01-011 \,VFIN �-L 1=REFIN 8'-o"x I' o" CH COILING DOOR (OR-U �0�/ . .... \ SOUTH ELEVATION- E r4 Alb J SCALE. 111AI I =Ao—k' MTL TRAPEZOIDAL �� WEST ELEVATION- 5LE)G C Alk SCALE: va,777- AND DS (MT-1) ROOF FLAN-5LDG C Alk SCA E- 1/8"=V-0" � Z' AZL MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (65R-P el-611 TOS - HF` \_F`REFIN MTL EDGE TRIM (MT -I) c YA4 Q -�5% PIPE 5OLLARD W1 COVER Lu ry 0, 'o ui 'D Lu ui 0 of z U) < 3� D — < Z < U) __1 oui I -L- < ai �- w zu "I a 3 Q u- -J CIO = c� 0 Lu w z u- _j Q um 0 0 U-i cy F__ [Lt 2� < E <� a< ui u ui w u Of ui < Lu w Cf)'L EE uJ I U uj u I- < ==Irwaa <zz:uj=L/) < co < a_ FI) c� o �:: 5 P- o v 0 _+_j C/0 7:$ ct w % U U .9 all, i - -- u uz ISSUE: FOR CONSTRUCTION REVISIONS: I I 01812 DATE 4-3-19 I I SBEET NUMBER I I ALIV-0" "-w TOS-LP 0[� 0'-0" \-WFIN FL 101-roll PN PREFIN PIER MTL WALL PNL (MWP-4) SLO 311:10, - TL TRAPEZOIDAL WALL PACK MTL T, PREFIN MTL ROOFG FIXTURE - 101-611 HEADER (MWP-5) 55YEAaTmEti (55R-1) 5EE ELECT SLOPE TOS-HP OIL 4 1/2" TOS-HP E3 \—PREFIN MTL EDGE TRIM (MT -I) FEC' \—PREFIN VERT R15 MTL WALL PNL (MWP-I) tj I I 01-011 oc o'-o" PREFIN V-0"x 1' -011 FIN FL \-WFIN FL OW COILING DOOR (DR-1) ri`� NORTH ELEVATION— 15LE)G 1) \,AI.1) SCALE., 115"=II-0" WALL PACK PREFIN MTL FIXTURE - HEADER (MWP-5) PI ;=r--T MTL TRAPEZOIDAL EAM ROOFG SSYSTEM (55R-I) Sim WALL I=NL (MWP-I) T"N r SOUTH ELEVATION— 5LD(3 D 2 �,AI-1) SCALE.- "J"t-IN t-L PREFIN V-0"x I'-011 OH COILING DOOR (DR -I) - V- 4 1/2 " TOS-HP OL 0'-o" "-wFIN FL PREFIN PIER MTL WALL PNL (MWP-4) 201-01, STL PIPE -a, 5OLLARD 1'-01-';�, 5--o" /1-11-oll W/ COVER a '�EI/2-' u- FOC FOS V-4 1/2 TOS-HP IoxIo IoxIo TOS- -PREFIN MTL GE TRIM PIREFIN V-0"x 1'-0" FIN FL OH COILING DOOR (DR —I) 3� EAST ELEVATION— 5LDG D A1.1 SCALE.- 115"=V-0" WEST ELE SCALE: I/a"=V-011 +F0,5 FOC u TL TRAPEZOIDAL SEAM ROOFG Q SY5TEM (58R-I) 10,401, TO5- \—PREFIN MTL A1.1 EDGE TRIM (MT -I) 01-011 \—PREFIN FIN FL VERT R15 MTL Q WALL PNL (MUP-1) -1 ATION— 5LE)G ID FEC r3-N,�,N 1351-01, 8'-0" :2�-O,-- V-0-- :�-O,--- V-01" ?�-O,,-- 8--o" Z-0,-, 5--o-' Z-o"'. ra,-o,, Z-ol". a'-o" Z-o.. 8--o" :�-O,,-- v-01" 'bjy-o,� I -oil SCALE: 1/5"=V-011 1551-01, r ROOF FLAN— o AM,/ SCALE- @ 1040, (9 IOX20 (9 I0x20 'ZOIDAL FIG T R MEN" MEL-FA 2 1SX25 5 3 H CMu WALL cq -11/211 IV- & 1/2 L3 1/2 �2 F:IREFIN GUTTER Li uj UJ x Ir �2 UJ W 0 C� ZD W-j of c� xt� z , A < < w 'o -i w <zw u U) --jLuwow-= <mx<wo < ui 0 LL U �- I 'T -j I-- �- �- , o 0 Y) m < c/) U — X z < =) < C� IL 0 UJ < 2'=- E t X0 z Elf < 0 z D V) 17- 0 U-i 0 Z 0 ou 0 < u 1-- 0 V) U) 0 - z w — Z w oo—c�ffiDuzz�-ZLU Mu W u2j:� i=- 'u- uo, C=Iff) af u IULI XO D, xw =) - 6 < < w F- 05 �- L x a- u 0 u c� u 2:1 u- -i 7<- vz): ooujo�ujw zu--jc�umoo ry �-- m I-- Q� z < E < Lu D-' w u z U) ELIWI< w<ujE<x=3: Luwua CL LLJ u W F- F-- E Lij U < ==a-,wfrx < I-- F-- < m < a_ E5 C� o a) 4-N) NNNNNNN III 7� U sp� >1 V4 NJ ISSUE: FOR CONSTRUCTION REVISIONS: I PROJECT NUMBER 201812 DATE 4-3-19 I SBEET NUMBER I CCI M14� 51-011 L. 51-011 1 1 81-011 1 L. a 1-011 2 2'- 9% 2'- Of!-/ 1 1/2 2'- &M-'/ 1 2'- 6MV '1 91 - emll/ 11 9 1 - emll/ 11 L31-011 I L. 51-011 ' L. 81-011 1. 1. 2'-Cv 2 IT., -on STL PIPE -Le1/21, 5OLLARD t IL i-- W1 COVER loxio loxio IoxIo foxio Iox10 10XIO IOXIO loxio IoxIo IoxIo IoxIo loxio IoxIo loxio IoxIo IOXIO 3 HR CMU FIRE WALL IOX15 3 HR c-mu IOX15 IOX15 IOX15 IOX15 IOX15 -FIRE WALL loxio IoxIo 1040 I0x20 1040 10x20 10,40 1040 I0x20 I0x20 I0x20 1040 1040 I0x20 1040 I0x20 IOX15 IOX15 IOX15 IOX15 IOX15 IOX15 u IoxIo Iox10 nAA 1 1/2 I, - &L 21- 61-011 a] -oil '51-011 at -oil al-oll V-011 L L V-011 81-011 al-oll v-oil v-oil 81-01, 2'- 2'- OIL-/ 2'- &-L-/ 2'- 01`-/ 2'- 01-/ 2'- 01- " 2'- 01-/ 2'- OIL-/ 2, - 2'- 2'- 01-/ 21- r2k\, 220'-0" IV FLOOR FLAN-5,LIDG E SCALE: 51-011 81-011 2'- 011-/ 21- rel &;;-.a OC -EC ji- -1 1/2 at -oil 81-011 2'- 2'- O'h-/ 2'- 2'- 2'- O'h-/ 2'- 0'fi-/ 0 PREFIN MTL WALL PACK I 1= AT",=&= /Ml H= ='i 1-� FD;PPP1M 111TI MT1 T1PA;==7en1MA1 MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (55R- SLOPE AL V-13 T05-Hp - - - - - - - - - PREFIN rITL EDGE TRIM (MT - 1) FIREFIN 5'-O"x '71'-011 J OH COILING DOOR (DR- 1) rT`� NORTH ELEVATION- 5L \, AI-8 SCALE: rT� WEST ELEVATION- 15LDG E �Alb) SCALE: 1/6"=V-0" PREFIN GUTTER AND D5 0-IT-1) V-0" /-Ik TOS-LF" m--' PREFIN VERT R15 MTL WALL FNL (MWP-I) o'-o" /1k FIN FL WALL PACK PREFIN GUTTER AND IDS (MT- SLOPE clil-nif `7 3"do, MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (65R-1) 13' -'a" --Jk —TOS-Lf= PREFIN MTL EDGE TRIM (MT-1) 0'-o , V A --------- I/ / t-IN t-L PREFIN &'-C"x I'-011 I PREFIN VERT R15 MTL OH COILING DOOR WALL f=NL (t'lWP-I) (DR -I) 60UTH ELEVATION- 5LDG E AI-8,/ SCALE: 1/5"=V-0" WALL f=NL (MW1--4) OH COILING DOOR EAST ELEVATION- 5LDG E SCALE. 116"=V-01" � r, ) = AND D5 (MT-1) �,Albj SCALE: 55 c31-c3il TOS- TOS- FIN FL C31-cill TOS- MEMSEP1101 0=1006.51 ui W W w 0 u J -wi < < w W z LLJ uu� V) -11 0 �= LUIL -W<ma<w < W= = LL C) o o --Jt- az c/1 0, w <- c� �= t < [r < 0 0 C�Z==)o 3:to CrLuwo C-<IDF)z D ly)�-LL[y zl-- =oozowzz-o:i < C/) j t K w 2 1-- t 2 3 �0- LL 0 cf)L1-z3:cyo�-00vl ZLU�- 0 0 - nwDZuZ[--Zw U ��>-LIJLucl-anwzw=� C/)=) I-- Er U 0 --) 0� Lu u w D LL = < of W, �J- 0 w M-ZOU5 J- Z- < 0 U-1 w U EL 0 Lu CE Elf z < < W Q� w u z U) w C<L L-Li W < w E < cr = F- LLJ LLJ U Q� u W 2:: F)f UJ U F- < I-- = ft� Lu ff 12� z — LLJ cl� F-- F-- < m < a- Z(-) 0 o 1-- 5 (1) bl) cfs os c) la� u .j 101 u via 0 ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SBEET NUMBER A 1 418 1 3 'A I 55r 1 1. 01-0 21-ory 21- 1/2 u- MENE&AW-A� Oil 51-011 . L. 51-011 L. 1'. il 11 L. L, a 1-011 1 L. a 1-011 L. L. a 1-011 , 1. 2'-OrV 2'- On'" 2'- 2'- en-/ 2'-Or!-/ 2'- 0 —";t: STL PIPE 1 1/2 11 5OLLARD I —] I I I /— W/ COVER IoxIo loxio loxIo loxio IOXIO loxio IOXIO IoxIo loxio loxio IOXIO loxio loxie, IOX15 IOX15 IOX15 IOX15 IOX15 IOX15 IOX15 IOX15 IOX15 loxio IoXIo(9 3 HR CMu FIRE WALL 3 HR cmu FIRE WALL 3 HR CMU FIRE WALL lox3o IOX30 IOX30 lox3o IOX30 IOX30 IOX30 IOX30 lox3o lox3o loxio loXIo@ 1045 1045 I0x25 1045 1045 1045 1045 1045 1045 1045 I0)XIo IOXIO F@ 51-011 � � al-oll � � 51-011 � � V-011 L L 51-01, � 11 L 61-01, � � 81-011 51-011 � � V-011 L L V-011 L L 81-01, L L a,_oil 2'- 2'- 2'- &J-/ 2'- OIL-/ 21- 2'- &-L/ 2'- &-u/ 2'-CPJ-/ ' 2'- 01'/ 21- 2 220'-0" \,AV IV �lr ri""N FLOOR FLAN-5LDG F SCALE: I/ "=]'-O" A( 4 At; 11/2" 2 PREFIN MTL WALL PACK MTl ��l 0—� WEST ELEVATION- 2 AI.13 SCA A E- 1/5"=V-011 MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (SSR-I) PREFIN GUTTER OIL SLOPE AND DS (MT -I) PREFIN MTL EDGE TRIM--,*' (MT -I) -j -w --Q� TOS-LP 01-011 ah PREFIN 5'-O":x I[-oll —j 3/A5-:5j L PREFIN VERT R15 FIN FL OH COILING DOOR MTL WALL f=t4L (DR-1) (MWP-I) 3� NORTH ELEVATION— 5LDG F AI.13 J SCALE.- va-, = I, - o,, WALL PACK F PREFIN GUTTER AND DS (MT- SLOPE 11, 1 - 17 3.10 MTL TRAPEZOIDAL /—_,5EA M Ro= 5 STEM (55 -1) 101-01, -4�A -j -w --Q� TOS-LP 01-011 ah PREFIN 5'-O":x I[-oll —j 3/A5-:5j L PREFIN VERT R15 FIN FL OH COILING DOOR MTL WALL f=t4L (DR-1) (MWP-I) 3� NORTH ELEVATION— 5LDG F AI.13 J SCALE.- va-, = I, - o,, WALL PACK F PREFIN GUTTER AND DS (MT- SLOPE 11, 1 - 17 3.10 MTL TRAPEZOIDAL /—_,5EA M Ro= 5 STEM (55 -1) 101-01, -4�A TOS-LP PREFIN MTL EDGE TRIM (MT-1) �X-o �-O" I I NN t-L PREFIN 8'-O"x I'-011 —j OH COILING DOOR (DR- 1) 4 SOUTH ELEVATION— 5LDC-s F Al-l5j SCALE: WALL PNL (MWP-4) OH COILING DOOR EAST ELEVATION— 5LDG F SCALE. ro N mk./koopr �z AND DS (t'lT-1) AI.13 SCALE: PREFIN VERT R15 MTL WALL FNL (MWP-I) lo'-01, A"\ TOS-HP C31-011 J� TOS-LP 0'-0" e FIN FL lo'-o" Q� TOS-HP 01-011 li� FIN FL w w Lu 0� �2 ::) U) U-1 ui 0 W LL W cr- - v- < z 3: E-� n < >z u -i >u- -w < wm of < lwu 0 i L (D --j 0 m - w w d- Er ZD ui ZM�J F 2 S 0 of >- 'Lu w WL8U080L [If, �- m Yzl oz Qowo�ww zu--JQua-oo 0� �- a- �- Q� z < E < uj 0� W 0 < — w < < E IL W Lu Lu U u W Fif Lu U < w Q:� Elf < z w = /) — m < a_ FI-) 6 0 > F- E n a) bju ct 4-j cri 71� sp� wjku .J ;- Z t j U IA ul ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER A 10 9 ENLARGE A3J SCALE: 1/4"=l'-O" CT-2 CTS-I ELEVATION A 3� OFFICE TOILET A3.1 J SCALE: 1/4"=V-0" CANOPY A50VE OFFICE PLAN ELEVATION 5 VATIONS x GROMMENT V-all j,= ON C14 GROMMENT LOCATI LOCATION :It (Z) ------------- _311 ---- ------- F -1 L ---- L ------------- I- _j cq -(Oil 51-411 1211 511 HIGH COUNTER HIGH PLAN HIGH COUNTER LOW PLAN HIGH COUN SCALE: 1/4"=V-01' E,I-r oil 21-011 31-011 EQ. V EQ. ---------------- 10. Iv-( ., WOIRKSTATION PLAN UJOSK STATION �.All) SCALE: 1/4"=V-011 s< 1 1/2 COUNTER TOP IX4 2" DIA. SUPPORT PIPE (F`NT) Uk;)WSTATION SECTION F36x4a] CLEAR c, ELEVATION C a ELEVATION A 2:) REFLECT� A3-1 SCALE- 1/4"=l'-O" ELEVATION 5 STORAGE TOILET ELEVATIONS SCALE: 1/4"=V-0" CANOPY A15OVE CEILING PLAN J cf ELEVATION A 2:) REFLECT� A3-1 SCALE- 1/4"=l'-O" ELEVATION 5 STORAGE TOILET ELEVATIONS SCALE: 1/4"=V-0" CANOPY A15OVE CEILING PLAN J cf 7, 3 1/4 -all IL3/4" -R=211 3/411, ro'- 3 1/4 11-111, TOP (PL-2) -Je— TOP (PL-2) 211 R- TOP (PL - 2) -HUTCH (FL-1) HUTCH (PL-I) CIA 2 EQ SHLV w )ro., r,>P LOGO 43/4%) (PL - 1) =1 SHELF cq w V' DP SHELF CA5T \-CA5T (PL-1) 71 5ASE (P 2 L/411 5A5E (PL-2) EASE (PL - 2) �1 111/411-- 51-411 021-011, 3/ 311, 51-111 1/4" ELEVATION A ELEVATION 5 ELEVATION C paw_% 31 21-011 31-011 21-611 L \Q 1 1/2'.� 3'- 10 1/2 V-10 1/2" I 1/2-k'�` WORKSTATION ELEVATION ONITOR (15Y OTHERS) 2) 2) 36" FILE _�<, r_A5T(HON C A� L 2 652LP) -1 TOP (PL-2) Tor C PL PLAM END (PL-1) (PL L 0 CN 1 1/211 0 1/2" 211 FILES ELEVATION A3-1 SCALE-. 1/4"=1--O" p"m (3) 2'x8' SLAT WALL PNLS W1 ALUM TRIM `,a� SLAT WAL A3JJ SCALE: 1/4"zl'-O" ELEVATION C TOP (PL-2) CA15T (PL-I) 3/4" TOP (PL -1 EDGE) MIN 3/4" ADJ SHELF (ML-I)- 3/4" SIDE 5EYOND (ML- I -1 EDGE)- W1 PL 1/4" 5AC< (ML-1) 3/4" 50TTOM (ML-I W1 PL-I EDGE) &/,V SPLASH A (155 5 - 1) A, 1/2" DRAWER SIDES (ML-1) W1 1/4" MASONITE 50TTOM 0 11/2-",112--0" 3--0" CA5T WALL MTD (PL-I) RAC< ENCL CA15T - TRIPP F_ LITE SLI TOP (PL-2)___ COUNTERTOF �_�I REF MICROWAVE 7 BASE (PL-2)--1__�1'/2!�j2'-0"l .3'- O�� CA15T (PL - 1) ROLL - IN K_5`� CASEWORK ELEV A3.1 SCALE.- 1/4"=V-0" R=2 TOP (PL-2) HUTCH (PL-I) \_CA5T (FL-1) 5ASE (PL-2) ELEVATION D (3) 2'x4' SLAT WALL PNLS W/ ALUM TRIM ONITOR (BY OTHERS) DOOR (Pt_l) - tu jjj w uj 4'-011 Ju tu > tu ^"I 6VALL ELEV Lu / 11 4LE: 1 .0 3/4" RAIL (PL-I 71/_ EDGE) (ML-1) z 0 .3/4" SIDE 3/4" DRAWER 5EYOND (ML-1 FRONT (PL-I) > .......... W1 F`L-I EDGE) 3/4" 50TTOM 4IN uj 3 (ML-I W1 PL-1 /4" ADJ: tu Lu EDGE) SHELF (ML-1) d) ......................... I'll 3/4" DOOR (PL-1) KICK (FL-2) SECTION -OFFICE COUNTER fREFLEGTED GEILING FLAN LEGEND ACOUSTICAL PANEL CEILING SYSTEM FINISH CLG HGTAFF LAY -IN LIGHT FIXTURE - SEE ELEC 4' STRIP LIGHTING - SEE ELEC zs z� --z�� TRACK LIGHT FIXTURE - SEE ELEC RECESSED LIGHT FIXTURE SEE ELEC SUPPLY AIR GRILLE SEE MECH RETURN AIR GRILLE SEE MECH EXHAUST FAN - SEE MECH TOILET ACCE56,01R)"' 5CHEDULE MAW DESCRIPTION SPECIFICATION 1-1/2" DIA x 42" GRA5 5AR 505RICK 5-680(oX42" 1-1/2" DIA x 36" GRA15 5AR 5015RICK 15-680(ox3ro" TOILET PAPER D161-ENSER 1505RICK 5-425.5 2'-0"x3'-0" MIRROR 505RICK 5-16513 24x3ro HAND DRYER XLERATOR XL-5W �p SOAP ID151-ENSER GOJO DRAIN 4 SUPPLY PIPE INSUL TRUE5i;RO LAV GUARD 2 1-1/2" DIA x 15" GRA5 5AR 505RIC< 5-6806X15" NOTE. PROVIDE I5LOC<ING IN WALLS FOR ATTACHMENT OF TOILET ACCESSORIES C;,45EWOR< FIN15H SCHEF_)IJLE MARK MANUFACTURER COLOR REMAWSS PL-1 WIL50NART WHITE COLOR TO 5E VERIFIED WITH OWNER PL-2 WILSONART 5LACK COLOR TO 5E VERIFIED WITH OWNER w U Z oz W3: 22 >_ E __j >_ T ul 0 _j w < uj 0 __j w - w W= <,m, Go- u --J<o, ooez 22 v,'-- m U-000 < 101f 1 ffi CL 0 z Lu r-) =3 < :oE �;5 oz I LLJ 2: 0 6 1,-- Lf) Lu Zo I__ 0 0 �0- 0 V) LL Z u 'D o u 27 Lou W, uz 1 Z Lu If D Lu u 0,e U, 0 u < Lu F C) 1-- 0 [I� CL U 0 u 0 LL_ _j z < Z V) C�owo�ww =LL_J0Uo_00 LLJ a- 0!� z < E < Lu 0� LLJ z c/) LL, < — E < w w u Of u CL LLI < LLI E Lij W < U-1 oo� < z LLJ = cl) Of I--- < no < 0- 3 o 5 1—- 7� 03 0 P� :;:� 7� u ur vo u u ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SIIEET NUMBER A301 A3-1 J SCALE: 3/41'=11-011 PREFIN MTL COPING SYSTEM SAF OVER PT I&I roll D T/5-7u 15, T E IFS COR5ELL ING 1-1/2" EIFS (R-51) AW5 OVER 5/5" GYP SHEATHG 3" EIFS 5AND 1 1/2 atoll LAP WR5 MIN 3" OVER PREFIN MTL FLASHG SEALANT OVER RO ALUM STOREFRONT SYSTEM SEALANT OVER RC PREFIN ALUM SILL PAN FLASHG SLOPE MTL PURL INS SEE STRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL 5LOCKS AND BATT IN-SUL (R-30) - SEE STRUCT MTL LINER PNL OVER V' MTL STUDS W1 BATT IN5UL (R-1'3) - SEE 5TRUCT HOR MTL FRAMG TO MATCH STUD SIZE AND GA 6 5'-4" O.C. VERT MAX W1 2x2xI4 GA CLIPS AND (4) #10 TEK SCREWS STRUCT STL TUBE - SEE P.T. 2x 5LKG 1-5/8" 20 GA MTL FRAMG a Iro" O.C. W1 BATT INSUL 3" EIFS 5AND 21 511 MANUF STONE VENEER CA OVER MORTAR OVER LAT14 AW5 OVER 5/81, GYP SHEATHG LAP AW5 OVER WEEP SCREED FLANGE FOUNDATION WEEP SCREEP C ONG SLAB ON MTL EXT CONC- DECK - SEE 5TRUCT SEE CIVIL SLOPE 2ND F 4 STEEL ANGLE SEE STRUCT 4 4 4 4 4 .4 A CONC WALL BEE STRUCT 12" DRAINAGE FILL W1 F,45RIC' 4 A < WRAP DRAINAGE 5D 4 OVER FLUID 4 APPLIED WP 4 4 .4 <.. CONG SLAB ON VAPOR RETARDER 4 OVER 4" DRAINAnE FILL - SEE STRUCT 4 R 4 DIA 6" DIA A DRAIN .4 < < 4 4 CONC FTG SEE STRUCT - - ` 4 - '*"'T� WA LL SECTION 5LDG A A5.1 SCALE: 3/4"=V-0" PREFIN MTL FASCIA W/ CONT CLEAT SLOPE DN 1/2:12 �^20' -4" V--'T/STUD 1-1/2" EIF5— 21-411 (R-5.1) 01 - MTL FRAMING laz SEE STRUCT 1 1/2 EIFS 5AND 1 1/211 EIFS DENTI BEYOND 1-1/2" EIF5 (R-51) AW5 OVER 5/8" GYP SHEATHG 2'- -T 11/21 L 11/24". PREFIN SUPPORT PREFIN ALUM CANOPY SYSTEM CA PANOPY SUPPORT SEE 8TRUCT 51-011 3" EIF5 5ANP 1 1/2-" 61011 r- R.O. LAP WR5 MIN 3" OVER PREFIN MTL FLASHG SEALANT OVER ROL) ALUM ENTRANCE SYSTEM 1-1/4" GALVALUME MTL ROOF PNL OVER SAF E7/6" FRT PLYWD OVER SLOPED P.T. 2x8 5LKG PREFIN MTL GUTTER 1-1/4" GALVALUME MTL WALL PANEL PREFIN MTL FLASHG SLOPE 3"do, MTL PURLINS SEE STRUCT PREFIN TRAPEZOIDAL SEAM I;ROOFG SYSTEM W1 THERMAL 5LOCK5 AND BATT INSUL (R-30) SEE STRUCT �--MTL LINER PNL OVER ro" MTL STUDS W1 BATT INSUL (R-Ic3) SEE STRUCT STL TUBE - SEE STRUCT P.T. 2x 5LKG ALUM THRESHOLD SET IN SEALANT SEALANT OVER 1/2" JT FILLER CONC SIDEWALK ONC SLAB ON MTL BEE CIVIL-- ECK - BEE STRUCT SLOPE AL�o 0, - 0 L IST FLR 4. 4 77 1 STEEL ANGLE SEE STRUCT 5ENTONITE WATERSTOP 4 4 A 4 4 4 .1 4 4 4. 4 CONCWALL BEE STRUCT 12" DRAINAGE r-ILLw/ r-A5RiE' WRAP 4 4 DRAINAGE 5D OVER FLUID APPLIED WF` .4 CONC SLAB ON VAPOR RETARDER OVER 4" DRAINAGE FILL - SEE STRUCT 15T FLR ro" DIA DIA DRAIN 4< .4 4 4 CONC FTG 44 SEE STRUCT - 4 4 4. 4 r2 WALL SECTION A A5J 5CALE- 3/4--=V-0-' PREFIN MTL FASCIA W/ CONT CLEAT SLOPE DN 1/2:12 ��20'-4tl T/STUD 1- 1/2 E IFS / (R-51) MTL FRAMING SEE STRUCT EIFS i5ANr-> EIFS DENTIL-------- BEYOND 1-1/2" EIFS (R-51) AW5 OVER 5/5" GYP SHEATHG ro TOS - H-I=- PREFIN SUPPORT PREFIN ALUM CANOPY SYSTEM ct) r-ANOPY SUPPORT SEE STRUCT 5T-oll 3" EIF5 5AND 1-1/4" GALVALUME MTL ROOF PNL OVER SAF 5/5" FRT PLYWD OVER SLOPED P.T. 2x8 5LK.G IN MTL GUTTER 1-1/4" GALVALUME MTL WALL PANEL SLOPE 3"-10' MTL PURL INS SEE 5TRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM - W1 THERMAL 5LOCK5 AND BATT IN5UL (R-30) SEE STRUCT STRUCT 5TL TUBE SEE MTL LINER PNL OVER ro" MTL STUDS W1 BATT INSUL (R-113) - SEE STRUCT MANUF STONE VENEER OvERMORTAROvER LATH AW5 OVER 5/5" 6i" SHEATHG LAP AW5 OVER WEEP SCREED FLANGE FOUNDATION WEEP SCREED CONC SLAB ON MTL EXT CONC- DECK SEE 5TRUCT SEE CIVIL ol-oll SLOPE 2ND FLR 4. ILI I I I I ELT IT--,-- —11 \—STEEL ANGLE SEE STRUCT 4 .4 4 < .4 .4. 4 4 4 CONCWALL SEE 5TRUCT 12" DRAINAGE FILL W1 FABRIC UARAP DRAINAGE 5D OVER FLUID APPLIED WF` �4 CONC SLAB ON VAPOR RETARDER OVER 4" DRAINAGE FILL - SEE STRUCT 10' _all IST FLR Ac ro" DIA 4 .< . DRAIN .4 EE — 4 4 - - 4 . I . .1 4 Al CONC FTG SEESTRUCT 4 W ALL SECTION 5LDG A A5-1 ISCALE: 3/4"=V-0" PREFIN MTL COPING SYSTEM SAF OVER PT L5L----\ Iro 04 T/STur-> 15' - (0 W-'TOS-Hf'= E IF5 COR5ELL ING----" EIFS REVEAL 1-1/2" EIFS (R-51) AWe OVER 5/8" GYP 5HEATHG 1-1/4" GALVALUME MTL WALL PANEL PREFIN MT Li5LOPE FLASHG - 3"do, MTL PURL INS, SEE STRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W/ THEFR;VMA 5LOCKS AND BATT INSUL (R-30) SEE STRUCT ACOUSTICAL PNL CLG SYSTEM 5/6" GYP 5D OVER V' MTL STUDS W1 BATT INSUL (R-IS) - SEE STRUCT EIFS 15AND MANUF STONE VENEER -"-i OVER MORTAR OVER LATH AW5 OVER 5/5" 6 I"t SHEATHS LAP AW5 OVER WEEP SCREED FLANGE FOUNDATION WEEP SCREED CONC SLAB ON MTL EXT CONC- DECK - SEE -STRUCT SEE CIVIL 01011 -SLOPE 2NP FLIR STEEL ANGLE E) SEE STRUCT 4 <4 4 A CONC WALL STRUCT 4. 12" DRAINAGE FILL W1 FA5RIC d WRAP 4 DRAINAGE 5D 4 OVER FLUID . 4 APPLIED WP 4 4 CONC SLAB ON VAPOR RETARDER OVER 4" DRAINAGE FILL - 6EE STRUGT I-ST FLR ro" DIA A DRAIN 4 .4 4 < I 4 . < . .. .16 . 'd 4 CONIC FTG SEE STRUCT - 4 ;6 < 4 . ". . - I 'd < . .. '**�4 WALL SECTION 5LDG A LA5.IJ SCALE: -3/4"=V-0" PREFIN MTL COPING SYSTEM SAP OVER PT LSL-----\ A r--% TUC) ro 11 EIFS COR5ELL ING 1-1/2" EIFS (R-5-1) AW5 OVER 5/6" GYP 5HEATHG 3" EIF5 5AND 1 1/2 51011 k9 LAP WR5 MIN 3" OVER PREFIN MTL FLA5HG SEALANT OVER RO ALUM STOREFRONT SYSTEM SEALANT OVER RC PREFIN ALUM SILL PAN FLASHG SLOPE 3,..-Io.- MTL PURLINS SEE STRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W/ THERMAL — BLOCKS AND BATT INSUL (R-30 - SEE 8TRUCT "-5/8'GYf= 5D OVER ro" MTL STUDS W/ BATT INSUL (R-le) - SEE STRUCT ACOUSTICAL PNL CLG f-SYSTEM STRUCT STL TUBE - SEE 2x 5LKG 3" EIFS I 5ULLNOSED SOLID 15AND SURFACE SILL 21-all SILL MANUF STONE VENEER OVER MORTAR OVER LAT AW5 OVER 5/a" GYP SHEATHG LAP AW5 OVER WEEP SCREED FLANGE FOUNDATION WEEP SCREED C ONC SLA5 ON MTL EXT CONC- DECK - SEE 5TRUCT SEE CIVIL ololl -SLOPE —1 -) . 4 STEELANGLE 4 < . . 4 SEE STRUCT A 4 4 4 4 A CONC WALL SEE STRUCT 4 '1 1,11--' 12" DRAINAGE FILL W/ FA5RIC; 4. WRAP 1 4 DRAINAGE 5D OVER FLUID APPLIED WF` 4 CONC. SLAB ON VAPOR RETARDER 4 OVER 4" DRAINAGE FILL SEE 5TRUCT -10 1-811 4 15T FLR 4 'I A ro" DIA A DRAIN A < .4 4 CONC FTG 4. SEE STRUCT A 4 4 < `0'�5 WALL SECTION 5LDG A %1A5Jj SCALE- 3/4"=I'-0-' w ir - = U-i 0 W 0::) �w 0 cr z (if < < 7<- nmwE-w Lu c/) = <ma:<Lu z < :L3u- Lu LL 0 �2 00 =m<C/)U 0�z LC,'J) D<E,:, �-- < = < c� 0- � 0 0 '0 6� Lu S c� �-- < 0= 0z z w 0= Iz- z C/) 0 0 < Lu t g 08 0 Li- 0 Ll- = �i 0 �- 0 0 0 z Lu (DO-OwDuz=�--zw M, z >- w w - Q� D w Lxu: 1�1--- cle lor < w -u <W�-O�- 0 H� z< Q� IL U 0 u C� u C� Li- -i c� 0 Lu cr Lu Lu Z LL -J c� U,- 0 0 Lu cr a- ff z < E < Lu 0�� ED u z EL Lli < w Lu < Li] E < E -1i w u cr u 'w I-- Q-f LU U < UT of ui Q� O� t < = = C/) Of I-- < m < 0� 0 00 >'-I-- 0 --j 7:$ u� 7� >-, u >1 a -w will u 611 ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUM13ER 201812 DATE 4-3-19 SBEET NUMBER PREFIN MTL COPING -SYSTEM 5AF OVER PT 1&1 61, A" VARIES C- aR -E EIFS COR5ELLING 1-1/2" EIFS (R-5.1) AW5 OVER 5/6" GYP SHEATHG 3" EIFS 5AND HEAD LAP WR5 MIN 3" OVER PREFIN MTL FLASHG SEALANT OVER ROD- ALUM STOREFRONT SYSTEM SEALANT OVER ROD PREFIN ALUM SILL PAN FLA5HG 3" EIFS 5AND 2'-0" SILL MANUF STONE VENEER OVER MORTAR OVER LATH AWe OVER 5/6" GYP 5HEATHG 1/2" JOINT FILLER- 0'-0" 2ND FLR EXT CONC- lu — SEE CIVIL ff () 4 tu > 4FVARIES E 12" DRAINAGE FILL W1 FA5RIC WRAP DRAINAGE 50 OVER FLUID APPLIED WP 15T FLR roll DIA DRAIN CONC FTG SEE STRUCT PREFIN MTL FLASHG 5LOC<5 AND 5ATT INSUL (R-30) SEE STRUCT MTL LINER PNL OVER roll MTL STUDS W1 5ATT INSUL (R-le) SEE STRUCT STL TU5E - SEE STRUCT P.T. 2x 5LKG I-rp/8" 20 GA MTL FRAMG 0 Iro" O.C. W1 5ATT IN5UL CONG 5LA5 ON MTL DECK - SEE STRUCT STEEL ANGLE SEE 5TRUCT CONC WALL SEE STRUCT CONC SLA5 ON VAPOR RETARDER OVER 4" DRAINAGE PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W/ THERMAL 5LOCKS AND 5ATT INSUL (R-��O) SEE STRUCT PREFIN MTL GUTTER TOS-LP MTL CLOSURE MTL EAVE TRIM 1-1/2" PREFIN HOR TAPERED R15 MWP WR5 OVER I" INSUL SHEATHG (R-4) 3" EIFS 5AND SLOPE MTL PURL INS SEE STRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL 5LOCK5 AND 5ATT IN5UL (R-30) - SEE STRUCT PREFIN MTL GUTTER TOS-LP MTL CLOSURE MTL EAVE TRIM SLOPE MTL PURL INS SEE STRUCT - PREFIN MTL COPING SYSTEM SAF OVER PT Iro I -roll N- VARIES EIFS COR15ELLING 1-1/2" PREFIN VERT TAPERED R15 MWF WR5 OVER P INSUL 5HEATHG (R-4) PREFIN MTL MTL PURL INS---J SEE STRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W/ THERMAL------�, 5LOCKS AND 5ATT INSUL (R-30) SEE STRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL- 5LOC<S AND 5ATT INSUL (R-30) - SEE STRUCT PREFIN MTL GUTTER MTL CLOSURE MTL EAVE TRIM C= SLOPE MTL PURL INS SEE STRUCT - 1-1/2" PREFIN VERT TAPERED R15 MWP WR5 OVER P INSUL SHEATHG (R-4) HOR MTL FRAMG TO MATCH STUD SIZE AND GA 6 5'-4" O.C. VERT MAX W1 2x2x14 GA CLIPS AND (4) 010 TEK SCREWS If I I I-- I: 1: - fi HOR MTL FRAMG TO MATCH STUD SIZE AND GA 6 5'-4" O.C. VERT MAX W1 2x2xI4 GA CLIPS AND (4) 010 TE< SCREWS -1 a :1 - w 1-1/2" PREFIN VERT TAPERED R15 MWP WR5 OVER I" INSUL SHEATHG (R-4) HOR MTL FRAMG TO MATCH STUD SIZE AND GA a 5'-4" O.C. VERT MAX W1 2x2xI4 GA CLIPS AND (4) 610 TEK SCREWS HOR MTL FRAMG TO MATCH STUD SIZE AND GA w 5' -4" O.C- VERT MAX W/ 2x2xI4 GA CLIPS AND (4) 010 TEK 11 SCREWS MTL LINER PNL OVER I ')""--MTL LINER PNL OVER '�--MTL LINER PNL OVER I —MTL LINER PNL OVER roll MTL STUDS W1 ro" MTL STUDS W1 I b" MTL STUDS W/ ro" MTL STUDS W1 5ATT INSUL (R-IS) 5ATT INSUL I 5ATT INSUL (R-1c3) 5ATT INSUL (R-113) SEE STRUCT SEE STRUCT I SEE STRUCT SEE STRUCT JAN CONC 5LA5 ON MTL iq DEC< - SEE STRUCT o'-0 2ND FLR MANUF STONE VENEER OVER MORTAR OVE \—STEEL ANGLE LATH SEE STRUCT 4 1/2" JOINT FILLER Lu �! EXT CONC- q uj SEE CIVIL SLOPE tu 4. �4 4 4 4 VARIES El E- 4 CONC WALL SEE STRUCT 12" DRAINAGE 4. FILL wl FA51RIE' WRAP DRAINAGE 5D OVER FLUID APPLIED WP 4 CONC.SLA5 ON 4 1< VAPOR RETARDER OVER 4" DRAINAGE FILL SEE STRUCT IST FLR 6" DIA DRAIN .4 4 4 CONC FTG 4 SEE STRUCT ad Lu > Lu ik -q > LAI= WR5 MIN 3" OVER PREFIN MTL FLASHG 3" EIFS 5AND I CONC SLA5 ON MTL DEC< - SEE 5TRUCT 0 1-011 2ND FLR MANUF STONE VENEER f =4 OVER MORTAR OVER LATH STEEL ANGLE AW5 OVER 5/5" GYP SEE STRUCT uj Lu SHEATI VARIES T/WALL 4 J. MANUF STONE VENEER OVER MORTAR OVE LATH <4 1/2" JOINT FILLER EXT CONC- SEE CIVIL ul lu -SLOPE �4 VARIES E 4 & N-2 CONG WALL .4. SEE STRUCT 12" DRAINAGE FILL W1 FA5RIC WRAP 4, DRAINAGE 51D n- OVER FLUID APPLIED WfD e 4_6 CONC SLA5 ON /-VAI=OfR RETARZIDER 4 OVER 4" DRAINAGE FILL SEE 5TRUCT R 6" DIA DRAIN 4 CONC FTG 4. SEE STRUCT WALL SECTION 5LDG A K 2 "'�NWALL 5ECTION 5LDG A WALL SECTION 5LE)G A A5.2 SCALE- .3/4--=I'-0" A5-2 SCALE.- 3/4"=I�-O-' A5-2 SCALE: 3/4"=I'-0" LAP AW5 MIN 3" OVER PREFIN MTL FLA5HG 1/2-" 2ND FLR 3" EIFS 15AND 1-1/2" EIFS (R-5. AW5 OVER 5/8" GYI= &WEATHG — ui fy -q Lu lu 3" EIFS 5AND 1 1/2 VARIES CONC 5LA5 ON MTL DECI< - SEE STRUCT STEEL ANGLE SEE STRUCT T L -I*t c() MANUF STONE VENEER OVER MORTAR OVE LATH 4,n CONC WALL 1/2" JOINT FILLER SEE STRUCT Lu 0 EXT CONC- tu SEE CIVIL SLOPE > Lu 4 �4� WALL SECTION A52J SCALE: -3/4"=I'-0" G A Ml LAP WR5 MIN 3" OVER PREFIN MTL FLASHG CONC SLA5 ON MTL ;t 1 1/2" DECK - SEE STRUCT 0, -011 1� L 2ND FLR :11/2 1' 3" EIFS 5AND 1-1/2" EIFS (R-51) AW5 OVER 5/5" GYP SHEATHG 3" EIFS ACCENT 5AND TONE MANUF STONE OVER VENEER OVER AEIAN OVER MORTAROVER LATH 5 8" r AWE3 OVER 5/8" GYP ER / -zyf- . -SHEATW3 5 OVE WEEP LAF` AW5 OVER WEEP A j= SCREED FLANGE GONG 5LA5 ON FOUNDATION WEEP VAPOR RETARI)ER SCRZEED OVER 4" DRAINAGE EXT CONC - FILL SEE STRUC SEE CIVIL SLOPE FLR < 4 CONG FTG a SEE 5TRUCT WALL SECTION 5L DG A A52 SCALE: 3/4"zl'-O" ui u :::, ui 0 u-i U ui 0 W cl� F-- 0 z —J < z ��:u 0�< Z>-E< wo < Z Lu U -i Lu 0 cn >U- OW- < m uj L z < 0,- U �2 W= �- o o 0 =m<ou ci�z L, C<f 0 1-- < D < c� a- C) z Z 0 0 �E t O�: �LJ w cS c) - < 0 LL- D� I-- = - O:i 0 coozowzz 0 �-00�-LL-o < Lu - u 0 W Li- 0 c/) 00- 7) U z Z Lu z Lu = �-- C/) Z>-wujo-of Dw6fF-UWD 0 M-zwc� Q�a-uoun C�b--j M:<z c� o w E ui U-1 u z id- -j 0 U a- 0 Q� �-- 0- �- Ir z < E < Lu Q� W U z W a- H� Lu 1 < < cr V) ff a-ww<UjL = 3: wwu u I-- 6� ! u < :I_- [If Lu 0-1 (wr �- < z w < m < a_ FI-) 6 o F, CE C/0 lci u u ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SBEET NUMBER PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL- 15LOC<5 AND 5ATT INSUL (R-30) - SEE 5TRUCT PREFIN MTL GUTTER 10' - 8' TO5-Lf=, MTL CLOSURE ( = MTL EAVE TRIM 1-1/2" PREFIN MTL HORIZ TAPERED R15 WALL FNL WR5 OVER P IN5UL SHEATHG (R-4) LAP WR5 MIN 3" OVER PREFIN MTL FLA5HG -4 11/2-" 0'-0" 2ND FLR 3" EIF5 5AND 1-1/2" EIF5 (R-5.1) AW5 OVER 5/8" GYP SHEATHG 3" EIF5 ACCENT IBAND qT 5 MANUF STONE _R VENEER OVER 6, Z' MORTAR OVER LATH AW5 OVER 5/5" GYP 5HEATHG LAP AW5 OVER WEEP SCREEr FLANGE FOUNDATION WEEP SCREED EXT CONC- SEE CIVIL 5 -LO:� PE FLR i CONIC FTG - SEE STRUCT SLOPE MTL PURLIN5 - SEE 5TRUCT PREFIN MTL COPING SYSTEM 5AF OVER PT I-SL-,,�", 15' 4 SAF OVER P.T. 2X LAP MIN P OVER EIFS 4 FNL VARIES T05 - RA<E 1-1/4" PREFIN VERT R15 MWP WR5 OVER I" IN5UL 5HEATHG (R-4) 1-1/4" GALVALUME MTL WALL PANEL FREFIN MTL FLA5HG MTL FURLIN" SEE 5TRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL 5LOC<5AND 5ATT IN5UL (R-30) SEE STRUCT PREFIN MTL COPING SYSTEM SAF OVER PT LSL T/5TUD SAF OVER F.T. 2X LAP MIN I" OVER EIFS 4 FNL vARIE5 T05 - RA<E 1-1/2" FREFIN VERT R15 MWF LJR5 OVER I" IN5UL SHEATHG (R-4) 1-1/4" GALVALUME MTL //WALL PANEL PREFIN MTL 5 11� UL i�L(;�<S NLTZ�T (R-30) - SEE STRUCT '**I1ITL LINER FNL OVER ro" MTL STUDS W1 5ATT IN5UL (R-I'3) - SEE 5TRUCT MTL CL05URE Oil /-h 14'- TOS - HP PREFIN MTL EDGE TRIM 1-1/2" PREFIN MTL HORIZ TAPERED R15 WALL FNL WR5 OVER I" IN5UL S,HEATHG (R-4) SLOPE 3"00, MTL FURL INS SEE 5TRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL IBLOCKS AND 5ATT IN5UL (R-30) SEE 5TRUCT HOR MTL FRAMG TO HOR MTL FRAMG TO HOR MTL FRAMG TO HOR MTL FRAMG TO MATCH STUD SIZE AND MATCH STUD SIZE AND MATCH STUD SIZE AND MATCH STUD SIZE AND O.C. VERT I GA 6 5'-4" O.C. VERT GA w 5'- 4 " O.C. VERT GA 0 51-4' GA tv 5'-4" O.C. VERT m MAX W1 2x2xI4 GA MAX W1 2x2xl4 GA MAX W1 2x2xI4 GA MAX W1 2x2xI4 GA CLIPS AND (4) 010 TEK CLIP6 AND (4) 010 TE< CLIP5 AND (4) 010 TEf< CLIPS AND (4) 010 TE< -- ---- SCREWS SCREWS SCREWS SCREWS I'*1�_MTL LINER FNL OVER ro" MTL STUDS W1 5ATT IN5UL (R-Ic3) - STRUCT ONC SLA5 ON MTL DEC< - SEE 5TRUCT 4 4 CONC 5L,45 ON VAPOR RETARDER OVER 4" DRAINAGE FILL SEE 5TRUCT- 4 —11 I —IF PREFIN MTL TRIM 01-011 2ND FLR 1-1/4" PREFIN VERT R15 MWP WR5 OVER P IN5UL 5HEATHG (R-4) 1/2" EXP JT FILLER AT - CONIC FAVG EXTERIOR PAVG - SEE CIVIL -10, SLOPE -all 15T FUR I CONC FTG - SEE 5TRUCT "-'�MTL LINER PNL OVER 9,11 MTL STUDS W1 5ATT IN5UL (R-IS) - SEE 5TRUCT CONG 5LA5 ON MTL DEC< SEE STRUCT HOR MTL FRAMG TO MATCH STUD SIZE AND GA 6 5'-4" O.C. VERT MAX W1 2x2x]4 GA CLIPS AND (4) 010 TEK SCREWS CONC 5LA5 ON VAPOR RETARDER OVER 4" 1�)RAINAGE FILL - SEE 5TRUCT_ A .4. 4, FREFIN SUPPORT PREFIN ALUM CANOPY SYSTEM 0,011 2ND FLR Q�_FIN FLR R15 MWP WR5 OVER I" IN5UL 5HEATHG (R-4) EnEnni--i'll CONC FTG - SEE STRUCT CONC 5LA5 ON MTL DEC< SEE 5TRUCT 5TL TU5E SEE STRUCT P.T. 2x 5LKG CONC, 5LA5 ON VAPOR RETARDER OVER 4" DRAINAGE MTL LINER FNL OVER ro" MTL STUDS W1 5ATT IN5UL (R-113) SEE STRUCT FREFIN MTL TRIM CONIC 5LA5 ON MTL DECf< SEE 5TRUCT 11 V-0 p 2N D FLR 1-1/4" PREFIN VERT R15 MWP WR5 OVER I" IN5UL 5HEATHG (R-4) HOR MTL FRAMG TO MATCH STUD SIZE AND GA a 5'-4" O.C. VERT MAX W1 2x2xI4 GA CL IPS AN[) (4) 010 TEK SCREWS 1/2" EXP JT FILLERA CONIC FAVG EXTERIOR PAVG - CONC SLAB ON VAPOR RETARDER SEE CIVIL OVER 4" DRAINAGE FILL SEE 5TRUCT A SLOP 15T FLf;R 4 IT. 4 1 FITI 11-1 —d I F-1, CONIC FTG I ... IN I I 1_=1 1 —11 SEE STRUCT - , W, ,, 0� w 0 UJ (j-) 7) �__ c:1 ZD L_uj Q� z 3:Docl�< Z>-E< U_ < >j HE Uj 0 _j uj < Z W u 0 _j u U- < m 0� c/) i < W z < W 0 ui 0 u_ u I �= 0 _j �-- 0 0 0 �2 c/) ry Z Lu < < c� a- < 0 I— 1— 0 Z w 1:1 0 < 0 &5 z 7) 0 Z�_ =oozoujzz-oz < Lu 0 U- 0 zw - (DO WDUZ�__zw 113�u z zw=[--o z >- w ui (1- [if D w w z �- U Lu ai:�) uj- a,_:DD- U_Z<G�c)>-[_U�- <W�-C)F- 0 W im-zv) o�a-uououou--i =<Zcn C�owcrww ZLL_jc�ua_00 a �- CL a Z < E < Lu a Lu U Z Lu CL w < - . E < c/) a- Lu W < w E Lu uj w u Q� u W i__ �_ z < a w a [)� < z I L/) I— < In < EL 7) c� 0 Q aQ U to ct 0 4_j C3 u u r 1:� % �14 NJ j 1A "I ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SBEET NUMBER A563 WALL SECTION A53) SCALE: 3/4"=V-0" FAI `I2� WALL SECTION A5-3) SCALE: 3/4"=V-0" A r3I WALL SECTION 5L[)(3 A \,A53) SCALE: 3/4"=V-0" WALL SECTION - A5-3 SCALE. -3/4"=V-0" 1A] MTL CLOSURE 14' -0" TOS - HP PREFIN MTL EDGE TRIM 1-1/2" PREFIN VERT TAPERED R15 MWP WR5 OVER V INSUL SHEATHG (R-4) - PREFIN MTL TRIM 01011 1-1/4" PREFIN VERT R15 MWP WR5 OVER I" INSUL 5HEATHG (R-4) - 1/2" EXP JT FILLER AT- CONC PAVG EXTERIOR PAVG SEE CIVIL 101-all SLOPE FLR I CONC FTG - SEE STRUCT SLOPE 311:10, MTL PURLIN5 - SEE STRUCT PREFIN TRAPEZOIDAL 5�\EAM ROOFG SYSTEM W1 THERMAL IBLOCKS AND 5ATT IN5UL (R-30) - SEE STRUCT PREFIN MTL RAKE TRIM VARIES T05-RAKE 1-1/2" PREFIN VERT TAPERED R15 MWP WRIB OVER I" INSUL SHEATHG (R-4) - MTL CLOSURE SLOPE 311-10, 14' 011 MTL PURL INS SEESTRUCT PREFIN MTL EDGE TRIM ;) G Ar= PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W/ THERMAL MTL PURLINSA 5LOCK-5 AND 5ATT INSUL (R-30) SEE STRUCT - SEE STRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL 5LOCKSAND 15ATT INSUL (R-30) �1� - SEE STRUCT 1-1/2" PREFIN MTL HORIZ TAPERED R15 WALL PNL WRIB OVER P INSUL SHEATHG (R-4) — PREFIN MTL RAKE TRIM VARIES_ _ AKE 1-1/2" PREFIN VERT TAPERED R15 MWP WR5 OVER V INSUL SHEATHG (R-4) - MTL PURLINS__�A SEE STRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W/ THERMAL IBLOCKS AND BATT INSUL (R-30) - SEE STRUCT HOR MTL FRAMG TO HOR MTL FRAMG TO HOR MTL FRAMG TO HOR MTL FRAMG TO MATCH STUD SIZE AND MATCH STUD 51ZE AND MATCH STUD SIZE AND MATCH STUD SIZE AND GA o 51-411 O.C. VERT GA im 5'-4" O.C. VERT GA Q 5'-4" O.C. VERT GA a 5'-4" O.C. VERT MAX W1 2x2x14 GA MAX W1 2x2xI4 GA MAX W1 2x2xI4 GA MAX W1 2x2x14 GA CLIPS AND (4) 010 TEK LIPS AND (4) 010 TEK CLIPS AND (4) 010 TEK CLIPS AND (4) 010 TEK SCREWS SCREWS SCREWS SCREWS C RUN -----MTL LINER PNL OVER ----MTL LINER PNL OVER MTL LINER PNL OVER )'��MTL LINER PNL OVER ro" MTL STUDS W1 roll MTL STUDS W1 roll MTL STUDS W1 ro" MTL STUDS W1 5ATT INSUL (R-Ia) 5ATT INBUL (R-IB) eATT INSUL (R-IS) - 5ATT IN5UL (R-1'3) - SEE5TRUCT SEE -STRUCT IN SEE 5TRUCT SEE STRUCT IN CONC 5LA5 ON MTL DECK - SEE STRUCT 4 4 HOR MTL FRAMG TO MATCH STUD SIZE AND GA im 5'-4" O.C. VERT MAX W1 2x2xl4 GA CLIPS AND (4) *10 TEK SCREWS CONIC SLA5 ON VAPOR RETARDER OVER 4" DRAINAGE FILL SEE STRUCT IS Z, u I -, 7 S � D-u I =1 FIF Ed I r PREFIN MTL TRIM 01011 1-1/4" PREFIN VERT R15 MWP WRIB OVER P INSUL SHEATHG (R-4) - 1/2" EXP JT FILLERA CONC PAVG EXTERIOR PAVG - SEE CIVIL SLOPE IST FLR I CONC FTG - SEE STRUCT CONC SLA5 ON MTL DECK SEE STRUCT 4 HOR MTL FRAMG TO MATCH STUD SIZE AND GA im 5'-4" O.C. VERT MAX W1 2x2x14 GA CLIPSAND (4) #10 TEK SCREWS CONC SLA5 ON VAPOR RETARDER OVER 4" DRAINAGE FILL SEE STRUCT 1 FE I Ed 15111-1 T d) Lu lu d) PREFIN MTL TRIM 01-011 2ND FOR 1-1/4" PREFIN VERT R15 MW10 AW5 OVER I" INSUL 5HEATHG (R-4) - CONC SLA5 ON MTL DECK - SEE STRUCT 4 STEEL ANGLE SEE STRUCT MTL LINER PNL OVER ro" MTL STUDS W1 5ATT INSUL (R-Ic3) - SEE STRUCT VARIE EXT CONC- SEE CIVIL SLOPE 4 CONCWALL SEE 5TRUCT 12" DRAINAGE FILL W1 FA5RIC WRAP DRAINAGE CONC SLA5 ON VAPOR RETARDER OVER FLUID APPLIED WP OVER 4" DRAINAGE FILL SEE 5TRUCT f'.1h -101-811 - 15T FLR (oll DIA DRAIN —4 CONC FTG SEE STRUCT PREFIN MTL TRIM CONC 5LA5 ON MTL DECK - SEE STRUCT ak o'-o" 2ND FOR \-5TEEL ANGLE SEE STRUCT EXT CONC- SEE CIVIL SLOPE 4 4 CONC WALL SEE STRUCT 12" DRAINAGE FILL W1 FA15R16-- WRAP DRAINAGE 5Q OVER FLUID APPLIED WP CONC: -SLA5 ON VAPOR RETARDER OVER 4" DRAINAGE FILL SEE STRUCT IST FLR roll DIA -4 DRAIN =1 I J= I - �Fr V� 4 CONC FTG SEE 5TRUCT Lu uj UJ cl� u f) 0 11� Lu 0 Lu E U) =) uj (-D uj ly F- c� Z -J LIry< z �, - < < 0 z Q u 0 M U] —i LLJ < W U-J LL <mo�<uj < LL, LLI 0 LL 0 C) o < u Q,- Lu < D < 0- 0 Z D 0 Lu C) - < 0 E-(-) z 0, . ZF-- =OOZOLUZZ-OZ U) , I-- - 0 F-- 0 0 �- < U—zw 1----UOLL (/)L1-z3:tm�--bwo ZW2 -nL'J-z zuj=F-ou W w EL fl:� D Lu Lu U L-Li D Q� u 0 o -) ir LLJ - Of of D =) - LL Z < Q� c� >- I-- u �- < Lu �- in �- - o LtJ En - Z U) 0 Of CL U 0 (-) C-) C21 LL -i = < Z c� 0 Lu Lu LLJ U z Li- -1 0 U EL 0 Lu z < Lu z V) Lu Lu L) a- LLj U Lu , 1-- 2: ix Lu U < m a 0:� — < Z w = U) m < a- c/-5 ff o 5 1-- v th ct 4-j ct 0 0 u 4-j 101 u u ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 SBEET NUMBER WALL SECTION - 5LIDG A r2 '� WALL 5ECTION - A5A SC:ALr=. 374,7,7, A5-4 SCALE: 3/4"=I'-0" EA2 3� WALL SECTION - IBLE)G A SCALE: 3/4"=V-01' WALL SECTION - 5LD(3 A SCALE. 3/4"=V-011 0 PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM UJ/ THERMAL- 5LOCKS AND 5ATT INSUL (R-2ro) - SEE STRUCT PREFIN MTL GUTTER VARIES - SEE ELEV TOS-LF` MTL CLOSURE MTL EAVE TRIM, PREFIN HEADER PANEL PREFIN MTL CLOSURE TRIM PREFIN MTL OW COILING DOOR SLOPE MTL PURLINS, - SEE STRUCT - MTL LINER PANEL OVER 4" MTL STUDS SEE STRUCT 1/2" EXP JT FILLER AT CONC PAVG CONC SLAE3 ON EXTERIOR PAVG VAPOR RETARDER SEE CIVIL OVER 4" ]DRAINAGE FILL SEE STRUCT 01011 SLOPE FIN FLR 4 I I 1=1 I E I Mi I M 1 CONC FTG SEE STRUCT K_T`� WALL SECTION 5LDG 5—F SCALE: 3/4"=1--01" PREFIN TRAPEZOIDAL SEAM ROOFG: SYSTEM W1 THERMAL 5LOCKS AND 5ATT INSUL (R-26) -SEE STRUCT MTL CLOSURE VARIES - SEE ELEV ....... T05 - HP PREFIN MTL EDGE TRIM PREFIN HEADER PANEL E EVA�E PREFIN MTL CLOSURE TRIM PREFIN MTL OH COILING DOOR 1/2" EXF JT FILLER AT CONC PAVG CONC SLA5 ON EXTERIOR PAVG VAPOR RETARDER SEE CIVIL OVER 4" DRAINAGE FILL SEE 5TRUCT -1-k F_ 01011 Ak 1 4 F1 1= -_-I I F=1, ONC, FTG EE 5TRUCT WALL 5ECTION 5LDG 5—F A5b) SCALE. 3/4"=l'-O" SLOPE MTL PURL INS SEE STRUCT MTL LINER PANEL OVER 4" MTL STUDS SEE STRUCT C S PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM UJ/ THERMAL- 5LOCK5AND 5ATT INSUL (R-2ro) - SEE 5TRUCT PREFIN MTL GUTTER VARIES - SEE ELEV Ev _LP MTL CLOSURE MTL EAVE TRIM PREFIN FLUSH METAL PIER 1/2" EXF JT FILLER AT CONC PAVG EXTERIOR PAVG - SEE CIVIL 01 Oil SLOPE CONC FTG SEE STRUCT SLOPE CONG SLA5 ON VAPOR RETARDER OVER 4" DRAINAGE 0'2� WALL SECTION 5LDG 5—F A5.5 SCALE: .3/4"=I'-0" PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL 15LOCKS AND 5ATT INSUL (R-2ro) -SEE 6TRUCT MTL CLOSURE VARIES - SEE ELEV 04 - M--' T05 - HP PREFIN MTL EDGE 211 TRIM - PREFIN FLUSH METAL PIER 1/2" EXP JT FILLER AT CONC f=AVG EXTERIOR PAVG - SEE CIVIL 01011 SL OPE CONC FTG SEE STRUCT SLOPE SEE STRUCT CONIC 5LA5 ON VAPOR RETARDER OVER 4" DRAINAGE rro_�� WALL SECTION 5LDG 5—F �,A55) SCALE. 3/4"=I'-O" VARIES T05-RAKE_ PREFIN MTL RAKE TRIM 1-1/4" PREFIN MTL WALL PANEL PREFIN MTL 5ASE TRIM SET IN SEALANT 1/2" JT FILLER PAVG - SEE CIVIL 01-011 FLIR CONC FTG SEE STRUCT (`3� WALL SECTION A55 SCALE: .3/4"=V-0" PREFIN MTL PIER PREFIN MTL DOUN SPOUT 1/2" EXP JT FILLER AT — CONC PAVG EXTERIOR PAVG - E SEE CIVIL -SLOPE 2% MAX 01-011 r 3 _�RA FOR 31 Q�_FIN FLIR FIREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM UJ/ THERMAL 5LOCKS AND 5ATT IN5UL (R-2ro) SEE 5TRUCT MTL PURL INS - SEE STRUCT HOR MTL FRAMG TO MATCH STUD SIZE AND GA a 5'-4" O.C. VERT MAX LU/ 2x2xI4 GA CL IP5 AND (4) 010 TEK "CREWS MTL LINER PANEL OVER 4" MTL STUDS SEE STRUCT CONC SLA5 ON VAPOR RETARDER OVER 4" DRAINAGE --- --- _F MTL COLUMN AND PARTITION PANEL (GALVALUME) I JAM5 PR!EFIN NTL COILING DOOR AND TRACK HANDICAP ACCESS SLOPE- SEE STRUCT CONC SLA5 ON VAPOR RETARDER R DRAINAGE FILL ;�E 5TRUCT 7 4 4 . 4 F1 I I�Ed 11 11 [El I I L4 -n- "�-i WALL SECTION 5LDG 5—F A5BJ SCALE: 3/4"=I'-O" PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM UJ/ THERMAL 5LOCKS AND 5ATT INSUL (R-2ro) -SEE 5TRUCT MTL CLOSURE VARIES - SEE ELEV +H4+ 5 Hf= :;E PREFIN MTL EDGE TRIM 1-1/4" PREFIN MTL WALL PANEL SLOPE 311:101 MTL PURL INS - SEE STRUCT HOR MTL FRAMG TO MATCH STUD SIZE AND GA tv 5'-4" O.C. VERT MAX W1 2x2xI4 GA CLIPS AND (4) 010 TEK SCREWS MTL LINER PANEL OVER 4" MTL STUDS SEE STRUCT PREFIN MTL 5ASE TRIM SET IN SEALANT 1/2" EXP JT FILLERAT CONC PAVG CONC SLAE3 ON EXTERIOR PAVG VAPOR RETARDER SEE CIVIL OVER 4" DRAINAGE FILL SEE STRUCT 01011 7 V-1FIN FLR 42 CONC FTG SEE STRUCT =1 I F I I El I F, r4`� WALL SECTION 5LDG 5—F SCALE: 3/4"=I'-0" PREF IN MTL GUTTER VARIES - SEE ELEV TOS-LP MTL CLOSURE MTL EAVE TRIM PREFIN HEADER PANEL HEAD PREFIN MTL CLOSURE TRIM PREFIN MTL OH COILING DOOR- 1/2" EXP JT FILLER AT CONC, PAVG CONC SLAB ON EXTERIOR PAVG - VAPOR RETARDER SEE CIVIL OVER 4" DRAINAGE LF 01-011 FILL SEE STRUCT LOPE FIN FLR a I S IS Sl- 4 FE1 I", _111E11 El I CONC FTG SEE STRUCT WALL SECTION fBLC)G 5—f= �A55 SCALE- 3/4"=I'-011 PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL 5LOCKSAND 5ATT INSUL (R-2ro) -SEE 5TRUCT MTL PURL INS SEE STRUCT MTL LINER PANEL OVER 4" MTL STUDS SEE STRUCT cv u U=31 uoj ") :D uj u_j U-1 0 LU LL U) 3: G 0� < -<j >_ Uj Lu 0 _jj - uj ui a- =D W Lu �-- u uj D Icy-- 1=1�� s 0 2 Q<� Q� >_ �U_j u < ui �- C) �-- 0 U-i m — Z cl) of a- u 0 u C, u c� a- _j = < Z c) o 1_u 0� ui Lu Z L_ _j C) U a- 0 w of i CL I— af z < E < w 0� U z c< E < LujW<uj Lu Uj u u UJ �_ 1— 2:: Fy U-1 uu) < ==Qfujc)�Q� <Z W= Q� < m < CL F/5 c� o F-: 5 V bio ct 4� ell 1A ��m u 101 -11 8 N N 1A I;A u [11SS�UE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 4-3-19 SHEET NUMBER A595 r Z LIGHT FIXTURE AT V-ro" ON UNISTRUT SEE ELEC TYPICAL CORRID A5.6 SCALE: -3/9" = V-0" I IRIFMM 4 ) L./Ull __ If—%-7 1 r- A5,bj SCALE-. 114'=V-0- 8" 01). STL TUBE POST FILLED W1 CONIC FORM CONIC CAP DUCTS A50VE CORRIDORS - SEE BURGLAR BARS a 7 O.C. A50VE HALLWAY AND UNIT PARTITONS PREFIN MTL COILING DOOR FLUSH PREFIN MTL HEADER LOCATE MECH IN CORRIDOR AREA BETWEEN TOP OF UNIT AND STRUCT---,-. UNIT NUMBER PLAQUE BY HALLWAY, MFR - COOR. NUMBERING W1 OWNER 5EMI-RECI FIRE EXTIIS CA15T, EXC SURFACE r PIERS — FLUSH PREFIN MTL HEADER FLUSH PREFIN MTL -GUISHER :EPT 1TID AT PRE Col -,-LAT F-1 ',FIN MTL -ING DOOR -H NOTES: 1. INTERIOR METAL PANELS TO BE V-4" HIGH. PROVIDE 5UR3LAR 5ARSAT THE TOP OF THE METAL WALL PANELS AT T14E HALLWAY AND BETWEEN STORAGE UNITS. 2. WHEN 5LDG 16 SPRINKLED AND THE LOCAL FIRE MARSHAL REQUIRES IT, DELETE BURGLAR BARS AND PROVIDE 2x2xlb GA WIRE MESH W1 2x2x2O GA SUPPORT ANGLE6 ON A 5'x]O' GRID ACROSS THE TOP OF STORAGE UNITS AT THE TOP OF METAL WALL PANELS, FOR PROTECTION OF SPRINKLER HEADS. GTION rT� TYPICAL INTERIOR STORAGE UNIT \,A51o) SCALE.- N." = V-0" 5TL FRAMED SWINGING DOOR r-%"- CLOSUS= PLAN DUMPSTER FRONT SCALE. 1/4"=V-0" DUMPSTER 51 A510) SCALE: 1/4"=V-0" 4 5'-1 3/4" 3/41 sol TS 2x2x3llro WELDED C3x4.1 PERIMETER GATE FRAME ON CHANNEL WELDED TO INTERIOR TUBE FRAME AND LPREFIN MTL FT4L LAPPED OVER PREFIN MTLPANEL 8-311(o I.D. FORMED STL HINGE WELDED TO GATE FRAME 8-311ro" I..D. FORMED STL COLLAR WELDED TO 5% POST 5-311ro " I.D. FORMED STL HINGE WELDED TO GATE FRAME 8-311ro" I.D. FORM1:ED STL COLLAR WELr-:>>E:Nr-> TO 5TL POST PAVING - SEE CIVIL 0 ak I I=_I I I=_I I F� .4 4 n I El I 1=1 <, _4" J =1 I 1=1 I IE . 1 11 El I Vl I I� 11 L 4,6 W_ j�=,, L 4 —Ir=l -111 _1 1 —I I I Ell." I E-1, T 1-1 �'l 41 F, � a" 11 �l I El". T r=ll mll T I CLR ", = I I —I I I- I I - IL _. INVERTED C3x4.1 CHANNEL AT GATE 50TTOM 3/4" [I:>. STL PIPE EMBEDDED IN PAvING To RSCEIVE STOP - LOCATE AT CLOSED AND OPEN POSITIONS CONC ENCASEMENT W1 MIN 13" COVER `1� DUMPSTER GATE SECTION A5/0 SCALE: 3/4--=V-0" LATCH AND H145F W/ PADLOCK 1/2" STL PIN STOP T.O. MASONRY 4" 5RIC 8" SPLI JT RE IN VERT - SLAB CONIC FTG - SEE STRUCT K7� DUMPSTE -6 SCALE- 3/4"=V-0-1 g7A L.F-, KL-�wj_L�FLF-, eOND T.O. MASONRY --FIN MTL PNL 10-1) OVER STL :)R FRAME T-1) POST (PNT-I) MR3--ml T.O. MASONRY 5PLIT FACE CMU �Cmu_l) 5% POST (f=NT-1) VATION X z NOTES: FLUSH PREFIN MTL HEADER FLUSH PREFIN MTL FIER PREFIN MTL COILING DOOR W/ ELECTRIC OPERATOR ro"x'3" ADA COMPLIANT SIGN W/ ISA PICTOGRAM, "ACCESSIBLE" RAISED CHARACTERS, AND "ACCESSIBLE" BRAILLE ELECTRIC OPERATOR CONTROL GRASPABLE SLIDING BOLT LATCH W1 STRAP AND ro" DIA LOOP 1. PROVIDE HAND ICAP ACCESSIBLE STORAGE UNITS WHERE INDICATED ON PLANS BY THE 5YM5OL: & 2. DETAIL 15 FORACCES.515LE UNITS WITH COILING DOORS. FORACCE5Si5LE UNITS WITH SWING DOORS, PROVIDE BOLT STRAPAND ro"x'3"ADA COMPLIANT SIGN_ o� 3� HANDICAP ACCE55115LE UNIT A5/0 SCALE: No" = V-0" GTION TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL BLOCKS + VINYL FACED PREFIN MTL INSUL (R-32) CLOSURE SLOPE - : PREFIN MTL 3"do, --- __�; ---- - - flill-uln 1E 1-1/4" GALVALUME MTL WALL PANEL TL PURL INS - SEE STRUCT MTL FRAMG W�l 151ATT ,--PREFIN MTL FLASHG INSUL (R-1'3) _ V SEE STRUCT _/ lq%v 3/4" EIF5 REVEAL VARIES 3/4 11/2 E IFS iuuuuuuuuuuuI_u MTL PURLfNS 4 SEE STRUCT io� ROOF STEF SECTION EIFS REVEAL SCALE: 3" V-0" ROUNDED CAP _�15OLLARD COVER —ro" PIA STEEL PIPE 15OLLARD FILLED W/CONC 4 SQUARE FORMED CONIC TOP PAVING - SEE CIVIL—\ 21-011 COL ro" MTL STUDS W1 BATT SEE STRUCT M I I- r IN-SUL (R-IB) - SEE 3"x3" STL TUBE W1 STRUCT �,"x5" 5TL PLATE SEE STRUCT 0 z COL inn cq it CONC ENCASEMENT _N .... ....... . W1 MIN ro" cn SEAL TUBE TO WR5 W1 SEAL. \F A =1 I F� COVER 1-1/2" EIFS (R-51) LEXIE FLEX15LE SAP AW5 OVER 5/5" GYP SEALANT OVER ROD + EA L'6 5HEATHG TAPE P z =Ll ro"xro" PLATE BY ti �Tllll 1 ..4 IEl I F CANOPY MFR SUPPORT ROD BY CANOPY MFR Ir IA MIN 5OLLARD DETAIL ��A�NQPY SUPPORT PLAN DTL C E.- 3/4"= -0" CALE. 3/ = -0 METAL STUD AW5 OVER rp/all GYP BACK! F;R CLOSED CELL ;Z_ INSULATION 50ARD ROD AND SEALANT EIFS BASE COAT EXPAN5ION JOINT 4 DETAIL AT EIFS tl/ SCALE. 3" = V-0" GC TO PROVIDE EXPANSION JOINTS PER INDUSTRY STANDARD APPROX. ui lu UJ cy- y :D ') 0!� Lu LL D Lu _D U-i ui 0 of < < UJ 0 -1 W < aL" u- LLLL', M < F- 0 0 0 U C-) < F=- < YD: E<K @j E Zo (D Z z =0 t 0 w c� Q < OD W =o FZ- Z Lj 0 F-- F- < Z 0 c/) U) 0 LLJ 0 z Ey, MF- Lr, o 'w ZU Z F - Z u Z >_ W W 0- '/) =) F- -=, OW, W Uw W_ ll� 3: "� Ll- < E C� [__ U F-- < Lli F- n M H� -) Er a- u 0 u C) C� LL -i <Z z c� 0 w Q� Lu Lu Z LL _J C� U M 0 Lli ff- F- M Q� z < E < LU 0'- W U Z 0 - E ow� a< LLj w < Lj I < cr = 3: LLJ W u U LLJ - Fr L U < 0� w [If 0� < uj = Q� < co < IL Q 0 C) (1) bi) ct ;-.4 0 _4_j a3 0 C) u u rx� wl rn ptu 1A 40 1 ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SIMET NUMBER I I DOOR 5CHEDULE DOOR FRAME LA5EL HARDWARE REMARKS NO. DE10CRIPTION rrPE DIMENSIONS MATL FINISH TYPE MATL FINISH DETAILS WIDTH WEI&;iT_TWICK 14EAD JAM5 SILL 5Lr,>G A - FIRST FLOOR IOIA LOADING (EXT) WI �-O- -1--4" 1-3/4" ALUM PREFIN WI ALUM PREFIN 2/A5.1 --- 2/,4r2.l --- HARDWARE 5Y DOOR MFR AUTO SLIDING DOOR-COORD W1 ELEC 102A UNIT (EXT) DI 3--v -1 -3/411 INSUL H.M. PNT FI H1`1, PNT H-4 J-4 6-1 --- H-2, L-4, C-3, T-1, WS-I 5LDG A - SECOND FLOOR 201A SALES (EXT) W2 31-011 1-3/4" ALUM PREFIN W2 ALUM PRENN 3/A5-3 3/A53 --- H-3, L-ro, C-4, T-2, WS-3 2015 SALES W5 31-011 -11-011 1-3/4" H.M. PNT wr;l Hl�t PNT H-3 J-3 --- --- H-1, L-3, C-1, DS-1, 5-1 202A eREAK DI -31-011 1-3/4" H.M. PNT PI HM. PNT H-I J-1 --- --- H-1, L-3, C-I, DS-1, 5-1 203A TOILET DI 31-011 -11-011 1-3/4" H.M. PNT FI H.M. F`NT H-I J-1 --- --- H-1, L-2, C:-I, DS-I, 5-1 SIGN �k 204A TOILET DI 31-011 -11-011 1-3/4" H.M. I=NT FI H.M. F`NT H-1 J-1 --- --- H-1, L-2, C:-I, DS-1, 5-1 SIGN �t 205A LOADING (EXT) wl 51-011 -11-4t' 1-3/4" ALUM PREFIN WI ALUM PREFIN IO/A5.1 --- IO/A5.1 --- HARDWARE 5Y DOOR MFR AUTO SLIDING POOR-COORD W1 ELEC 206A SPRINKLER (EXT) DI 31-011 -11-011 1-3/4" INSUL H.M. FNT F I HJ-1, I=NT H-5 J-5 5-1 --- H-2, L-4, C-3, T-1, WS-I 201A ELECTRICAL DI 31-011 -11-011 1-3/4" H.M. PNT FI H.M.' FNT H-I J-1 --- --- H-1, L-4, C-2, DS-I, 6-1 205A UNIT (EXT) DI 31-011 -11-011 1-3/4" INSUL H.M. PNT PI H.M. FNT H-5 J-5 5-1 --- H-2, L-4, C-3, T-1, WS-I 2055 UNIT (EXT) DI 31-011 -11-011 1-3/4" INSUL H.M. PNT FI H.M. PNT H-5 J-5 5-1 --- H-2, L-4, C-3, T-1, W5-1 HARDWARE LEGEND - INDICATED MANUFACTURERS ARE eA5[5 OF DESIGN H-I H-2 H-3 L-I L-2 L-3 L-4 L-5 L - ro HAGER 5151271c3 HINGES 1-1/2 PR 4-1/2x4-1/2 HAGER 5511SI NRP HINGES 1-1/2 PR 4-1/2x4-1/2 OFFSET PIVOTS 5Y DOOR MFR 5CHLAGE PASSAGE LATCH ALIOS-SAT SCHLAGE PRIVACY LOCK AL406-SAT 5CHLAGE CLASSROOM LOCK AL10PD-SAT SCHLAGE STOREROOM LOCK AL80PI_-)-5AT SCHLAGE OFFICE LOCK AL50PD-5AT PULL, PUSH15AR, DEADLOCK AND THUM5TURN 5Y DOOR MFR 652 (26D) C-I 630 (32D) C-2 ANOD C-3 C-4 ro 2 ro ro 2 ro ro 2 ro DS-I 626 ro 2 ro 6-1 ANOD LCN 4030 HINGE SIDE MTD, 5N5 ALUM LCN 4030 EDA PARALLEL ARM, 5N5 ALUM LCN 4040XI= SGUSH PARALLEL ARM,SN5 ALUM SURFACE CLOSER W1 15ACK-CHECK AND HOLD OPEN 5Y DOOR MFR ANOD HAGER WALL MTP DOOR STOP 234W 652 (26D) SILENCERS: HAGER 30-11) GRAY T-I NGP 5UMPER SEAL THRESHOLD &c3roS T-2 THRESHOLD 5Y DOOR MFR WS-I NGP WEATHERSTRIPPING 100-SA, SWEEP 2005A WS-2 NGP E�050C HEAD AND JAM5 SMOKE SEAL WS-3 WEATHER5TRIPPING AND 50TTOM SWEEP 5Y DOOR MFR ALUM ALUM ANOD 5LAC< 5LACK DOOR TYPES SEE SEE SCHED SCHED ro ro, N 1/411 LAMINATED SAFETY 0 G L A 65 :1: 2 0 0 0 d) Lu ul lu w X .4 FLUSH HALF LITE DOOR AND WINDOW NOTES - I. FIELD VERIFY ALL ROUGH OPENING DIMENSIONS. 2. MS ON WINDOW AND DOOR TYPES INDICATES SAFETY GLASS LOCATIONS. PROVIDE SAFETY GLASS COMPLYING WITH CP5C Irb CFR 1201. GYP Br,) OVER MTL STUDS AS SCHED- SEALANT MIN Irb GA H.M. FRAME DOOR AS 5CHE DOOR FRAME TYPES SEE SEE 2" SCHED 2" 211 SCHED 11 - Ck w w Lu Lu Lu lu H.M. FRAME H.M.FRAME GYP 15D OVER MTL STUDS AS 5CHED- SEALANT MIN l(b GA H.M. FRAME DOOR AS SCHED C14 LVAI�IE,5 L LvAf�'Es L H-1 HEAD DETAIL J-1 JAM5 DETAIL 11-CMU LINTEL 5/51, GYP 5D 0/ SEE 5/81, GY10 5p 0/ I Y2" XP5 IN5UL STRUCT I Y2" XP5 INSUL W1 ZEE-FURRG W1 ZEE-FURRG -SEALANT C, OVER ROE) MIN Iro GA H.M. MIN Iro GA H.M. FRAME - GROUT FRAME JAM55 SOLID - DOOR AS SCHED__1______T -M DOOR AS SCHED- DOOR 5IGNAGE eC�4EDULE r0"xc3" ADA COMPLIANT SIGN W1 PICTOGRAM, RAISED CHARACTERS, AND 5RAILLE: PICTOGRAM: 15A TEXT: EXIT 5RAILLE- ACCES615LE EXIT PICTOGRAM: STAIRS TEXT: EXIT STAIR DOWN 5RAILLE: EXIT STAIR DOWN PICTOGRAM- STAIRS TEXT: EXIT STAIR UP 5RAILLE: EXIT STAIR UP L 8"x5" ADA PICTOGRAM: ISA COMPLIANT SIGN TEXT: AREA OF REFUGE PHOTOLUMINESCENT: 5RAILLE- AREA OF REFUGE �k PICTOGRAM: ISA �k PICTOGRAM. ISA, MAN, WOMEN TEXT: AREA OF TEXT: RESTROOM REFUGE 15RAILLE: RESTROOM LAP WRIB MIN 3" OVER SAP HEAD FLASHG ANGLE LINTEL - SEE STRUCT SEALANT OVER ROE) DOOR AS SCHED- 6TORAGE UNIT DOOR5 TYPE DIMENSION DESCRIPTION A V-81IJ x I'-O"H ROLL -UP 5 V-5"W x"V-0"H ROLL -UP C V-0"W x 71'-O"H ROLL -Ulm 3'-011W x I'-O"H ROLL -Ulm E 31-011W x I'-O"H SWING F 6'-O"W x 'V-0"H ROLL -UP G 6_0"W x "V-0"H ADA MOTORIZED AA 6-0"W x I'-O"H EXTROLL-UP 55 3'-O"W x I'-O"H EXT ROLL-UF` cc 6-0"W x -V-0"H EXT ADA MOTORIZED NOTE- 1. STORAGE UNIT DOORS PROVIDED 5Y STORAGE UNIT SYSTEM MANUFACTURER 4" 5RICK VENEER - SAP OVER WR5 AT JAM5 SEALANT MIN Iro GA SEALANT OVER H.M_ FRAME ROD DOOR AS SCHED 04 11 5 3/ldil I 3" 5 3'/4" � -3 H-2 HEAD DETAIL J-2 JAM5 DETAIL CMU- SEE 1-1/4" MTL PNL- STRUCT MTL DRIP FLA5HG - 3 ANCHORS ",,�tMIN PER JAM5 SEALANT OVER ct SEALANT ROD OVER ROD MIN fro GA H.M. FRAME A DOOR AS SCHED- E, -3 -4 L H-3 HEAD DETAIL J-3 JAM5 DETAIL LAP WR5 MIN 3" OVER SAP HEAD FLASHG ANGLE L INTEL SEE STRUCT SEALANT OVER ROE) DOOR AS SCHED- 4" 5RICK VENEER - SAP OVER WR5 AT JAM5 SEALANT MIN I& GA SEALANT OVER H.M. FRAME ROD DOOR AS SCHED- -11 5 3��i V- 5 3/4" H-5 HEAD DETAIL J-5 JAM5 DETAIL DOOR DETAILS \,,All) SCALE: 1-1/2"=V-0" SEALANT MIN I& GA H.M. FRAME HEADER - -SEE 5TRUC;T SEALANT 1-1/4" MTL PNL MTL TRIM SEALANT OVER ROD MIN Iro GA H.M. FRAME DOOR AS SCHEID- 5 3_/4L� 5 H-4 HEAD D TAIL J-4 JAM5 DETAIL , MM EN ON; A v 1* 0 IP 0;1 w N 5*00 w N 00, FWA w *041 4 4 �4. 4 � - /r71W I -%5-1 5ILL DETAIL SEALANT MIN Iro GA H.M. FRAME FIN15H 5CHEDULE FINISH SCHEDULE LEGEND NO. I ROOM _FFLOOR 5ASE I WALLS CLG REMAWS AP-1 Vx2'SUSPENDED ACOUSTICAL PANEL G5-Px GYPSUM 50ARD - FAINT IN COLOR/GLOSS CEILING - ARMSTONG "FISSURED - 105", INDICATED 5Lr.>G A - FIRST FLOOR ANGLED TEGULAR EDGE, WHITE, PRELUDE ML 1511ro" SUSPENSION SYSTEM H5-1 HALLWAY 5ASE - 0.050 x 12" ALUM 101 LOADING CONC:_5 --- EXP/PI EXP W-S-1 DIAMOND PLATE AP-2 PRELUDE ML 15/16" SUSPENSION SYSTEM 102 UNITS CONC-5 --- EXP/Pl EXF PI MATCH HALLWAY SYSTEM, EGGSHELL 103 HALLWAY CONC-S H5-1 EXP/PI EXI=` CMU CONCRETE MASONRY UNITS - NO FINISH 5LDG A - ISECOND FLOOR r-MU-F:x CONCRETE MASONRY UNITS - FAINT IN P2 MATCH HALLWAY SYSTEM, SEMI-GLOS5 201 1 SALES CPT-1/2/3 V5-1 G5_P3 AP-2 P5 AT CLG A50VE GRID, P4 AT HM COLOR/GLOSS INDICATED P3 SHERWIN WILLIAMS 01004 SNOWBOUND, 202 5REAK VCT-I V5_1 G5-1=3 AP -I 1=4 AT HM Cf=T_I CARPET TILE - INTERFACE - 0 0 065 EGGSHELL "RUSTIC" 203 TOILET CT -I CTE3-1 CT-2/CT-3 AP -I P4 AT HM P4 SHERWIN WILLIAMS 01004 SNOW50UNr->, 204 TOILET CONC-S V5-1 G5_PI AP_ 1 48" FRP-I WAINSCOT CPT-2 CARPET TILE - INTERFACE - 0101103 SEMI-GLO58 "ACCORDANCE" 205 LOADING CONC-S --- EXP/101 EXP PI AT Ge, WS-I CPT-3 CARPET TILE - INTERFACE - 1*101145 P5 SHERWIN WILLIAMS %e88 50HEMIAN 5LACK, FLAT 206 SPRINKLER CONC-S --- EXP EXP "CELESTE" 20-1 ELECTRICAL CONC-S V5-1 G5-PI EXF 208 UNITS CONC-5 --- EXP/PI EXF` PI AT G5 CONC-5 CONCRETE SLA5 - BEAL WITH CLEAR pro SHERWIN WILLIAMS SW-16*10 "GRAY SHINGLE", ACRYLIC SEALER, I COAT IN STORAGE SEMI -GLOSS 20cj HALLWAY CONC-S H5-1 EXP/PI EXF PI AT G5 UNITS, 2 COATS AT L0551ES, CORRIDORS, AND ALL OTHER SPACES V5_1 VINYL 5A5E - 4" VINYL COVE 5ASE - JOHNSONITE 40 "IBLACK" FINISH SCHEDULE NOTES CT -I CERAMIC TILE - DALTILE FORCEALTO 12"xI2", CD40 "GRIGIO GRANITE", W1 LATICRETE VCT-I VINYL T LE - 2"xIV ARMSTRONG VCT 451c14i 1. FINISH UNSCHEDULED CLOSETS AND SPACES TO MATCH ADJOINING ROOMS. GROUT 05S "SMOKE GRAY" "POLAR WHITE" 2. PAINT HOLLOW METAL DOORS AND FRAMES 102, U.O.N. WS-1 WAINSCOT 0.080"x4a" HIGH ALUM DIAMOND 3. PAINT STAIR RAILS, STAIR STRUCTURE, AND FLOOR PLATE P6. C:T-2 CERAMIC: TILE - DALTILE &"xro", KI"15 PLATE 'BISCUIT", W1 LATICRETE GROUT 044 "IBRIGHT 4. PROVIDE FRP-I WAINSCOT TO 45" AFF ON WALLS WITHIN 2'OF MOP SINK- WHITE" 5. PROVIDE 4"x4"x0.050"x45" HIGH ALUM DIAMOND PLATE CORNER GUARDS AT ALL CORRIDOR/LO55Y OUTSIDE CORNERS. CT-3 CERAMIC TILE - ROCA 3"x6", U139 "REID PEPPER", W1 LATICRETE GROUT 0513 "SMOKE ro. PROVIDE HALLWAY SYSTEM WITH PIER5, HEADERS AND PANELS PAINTED "GLOSSY GRAY" WHITE", AND COILING DOORS AND FRAMES PAINTED "GLO55Y WHITE", U.ON_ -1. COVER EXP05EID GYP 5F_> IN L0551ES AND CORRIDORS WITH HALLWAY PANELS TO THE CT15-1 CERAMIC TILE 5ASE - DALTILE PORCEALTO HEIGHT OF THE HALLWAY SYSTEM. 4"xI2" 5ULLNOSE S-43C13, CD40 "GRIGIO 5. COVER EXPOSED GYP 5F_> IN STORAGE UNITS WITH UNIT PARTITION PANELS TO THE HEIGHT GRANITE", W1 LATICRETE GROUT 05e "SMOKE OF THE UNIT PARTITIONS. GRAY" EXP EXPOSED STI;ZJCTURE - NO FIN15H FRP_I F15ERGLASS REINFORCED PLASTIC PANEL WAINSCOT - MARLITE STANDARD FRP, SMOOTH SURFACE, 100 "WHITE" G5 GYPSUM 5OARD NO FINISH WINDOW TYPE6 121-011 51-011 ALUMAUTOMATIC SLIDING DOOR SYSTEM EQ EQ C14 FLR . La ALUM ENTRANCE SYSTEM DESIGN 5A515: STANLEY DURA-GLIDE 3000 DESIGN 5ASIS. KAWNEER 350 MEDIUM STILE W1 BREAKOUT PANELS, V INSUL LOW-E ENTRANCE DOOR, TRIFA5 VG 451T FRAMING, CLEAR SAFETY GLASS P INSUL LOW-E CLEAR SAFETY GLASS c --RONT SYSTEM ALUM STOREf DESIGN 5ASIS. KAWNEER TRIFA5 VG 45IT FRAMING, P INSUL LOW-E CLEAR -SAFETY GLASS ALUM STOREFRONT SYSTEM DESIGN 5A515; KAUNEER TRIFAI5 VG 451T FRAMING, P INSUL SPANDREL SAFETY GLASS FIN FLR ALUM ENTRANCE SYSTEM DESIGN 5AS15: KALLNEEIR 350 MEDIUM STILE ENTRANCE DOOR, TRIFA5 400 FRAMING, 1/4" CLEAR SAFETY GLASS . 4 4 <A <A STRUCTURE A5OVE STRUCTURE STRUCTURE A50VE STRUCTURE A5OVE-j A50VE MIN 1/4" SEALANT OVER MIN 1/4" SEALANT OVER MINERAL WOOL FORM (UL J0 MINERAL WOOL FORM SYSTEM HW-D-0168) 25 GA MIN STL STUDS 25 GA MIN STL STUDS 4" MIN 25 GA MIN STL 24" O.C. MAX 25 GA MIN STL STUDS 24" O.C. MAX STUDS's 24" O.C. MAX 24" O.C. MAX F �i T NOTE: SEAL OUTLET 5OXE5 14 AND OTHER PENETRATIONS THROUGH GYP 50 W1 'm 411 STU 4" STUD STUD 4" STUD ACOUSTICAL SEALANT 5 1/411 D 1 1/4 s ro" STLID ro" STUD ELEC ROOM -1 1/4" 's ro" STUD MTL PNL TO UNIT HGT AT MTL HALLWAY PNL TO MTL LINER PNL 5Y MTL CORRIr�)ORJUNIT MTL PNL TO UNIT HGT AT ----------- CORRIDOR/UNIT UNIT HGT AT CORRIDOR 5LDGMFR 5/8" GYP 5D EA SIDE - STAGGER VERT JOINTS 5/45" GYP 15D EA SIDE - 5ATT INSUL (R-13 AT ONE STUD CAVITY 5/5" GYP 50 EA SIDE A, STAGGER VERT JOINTS STAGGER VERT JOINTS 411, ONE STUD CAVITY R-le AT ro") UNFACED 5ATT INSUL ONE STUD CAVITY C:K W/ (R-13 AT 4", R-19 AT 5/8" FRT PLYWD ON INSIDE 25 GA MIN STL TRACK - FACE 1-1/4" MIN LEGS - FASTEN 25 GA MIN 5TL TRACK - 25 GA MIN STL TRA FASTEN TO FLR AND CLG TO FLR AND CLG STRUCT FASTEN TO FLR AND CLG 25 GA MIN STL TRACK - STRUCT 6 24" O.C. MAX 2411 O.C. MAX STRUCT 6 24" O.C. MAX � I I i : I I ": FASTEN TO FLR AND CLG ACOUSTICAL SEALANT 5TRUCT a 24" O.C. MAX I T FULL HGT PARTITION ELEC L �RTITION=- M=TL - W1 mosi� LL T F �INL�ATEP LFA FA < �IPLLA N 5 Y M 5 0 L: L '0 LN� �PLAN�5�0 <4 SOLNO PARTITION - (oil �AN SYM5OL: PLAN x _j 'E JR I (UL 3 7D -5-6- A STRUCTURE A50VE 25 GA MIN STL STUDS 24" O.C. MAX MOP ROOM MTL PNL TO UNIT HGT AT CORRIIDOR/UNIT 5/8" GYP 5D EA SIDE - STAGGER VERT JOINTS ONE STUD CAVITY FRP WAINSCOT TO 48" AFF 25 GA MIN STL TRACK - FASTEN TO FLR AND CLG STRUCT tv 24" O.C. MAX STRUCTURE A50VE TOP TRACK - SEE 5TRUCT PARTITION COLUMN 5EYOND - SEE 5TRUCT- 2"A-3/6"xl-3/4" STIL CAP CHANNEL L NOTE: PROVIDE 7 5 1/4 4 STUD PA-3/6"xi" STL CHANNEL STUD MID-5PAN 5RACING AT CORRUGATED WALL PNL CORRUGATED WALL I=NL- V'A-3/8"xl" 5TL CHANNEL FASTEN TO FLR 6 24" O.C. MAX 4 MTL STANDING SEAM ROFFING SYS AND INSUL MIN 1/4" SEALANT OVER MINERAL WOOL FORM (UL JOINT SYSTEM NO. HW-D-01714) NOTE. SEAL PENETRATIONS '15/81, W1 MIN 1/4" SEALANT OVER MINERAL WOOL FORM (UL SYSTEM NO. C-AJ-1364, F-RATING=2) 3 HR RATED CMU 5EARING WALL (UL U'B04) W1 HOR JOINT REINP tv lro" O.C_ VERT- SEE STRUCT FOR GROUTED REINF LL HGT PARTITION MOP STORAGE UNIT PARTITION '3 HR RATED F11REWALL s �f-,YMIBOL: < PF-.LAN SYT15OL- Nsl�/PLAN Sr`M5OL: UL Uc304 PARTITION TYPES SCALE: 1-1/2"=V-011 D U-i Lu 0 U-i Lu C,� u D 0 -100 3: E5 �� Of < < lu 0 __j w < >z u 0 -J CE U- Lu _�_O,u�- _j 1 000 0,17 M - UJ uj a- x w wu tj < uj I- I— Q af,u u 0 U- _j z< cz,) OOLUQ�wuj Zu--joua-00 w a I— a- z < E < w u a_=wE< Lu < < Uj Lu 110� EL u U Lu ui u < Q� Lu Cr Of < z c/) F__ I- < M < CL Z-15 0 0 �w> c� IE-] ct C�3 V 0 r --- . r_� v 4_� 0 u >_t rr� w NJ .9 10011 1A 101 ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SUEET NUMBER GENERAL NOTES: No 322427 GENERAL: 1. PROVIDE CONSTRUCTION CONFORMING TO THE 2017 FLORIDA BUILDING CODE (SIXTH EDITION). REFERENCE TO OTHER STANDARDS, SPECIFICATIONS, OR CODES MEANS THE LATEST STANDARD OR CODE PUBLISHED AND ADOPTED. 2. THESE NOTES APPLY EXCEPT WHERE OTHERWISE INDICATED BY DRAWINGS OR SPECIFICATIONS. 3. STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SUBMITTED SHOP DRAWINGS DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT AS INDICATED ON THE DRAWINGS. 4. COORDINATE THE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, AND ALL OTHER CONSULTANTS. NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD IN WRITING OF ANY CONFLICT AND/OR OMISSION. 5. COORDINATE AND VERIFY FLOOR AND ROOF OPENING SIZES AND LOCATIONS SHOWN WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS REFER TO THE ARCHITECTURAL AND MECHANICAL DRAWINGS. OBTAIN WRITTEN APPROVAL OF ADDITIONAL OPENINGS LARGER THAN 12" X 12" FROM THE STRUCTURAL ENGINEER OF RECORD. 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, AND ALL OTHER MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 7. COORDINATE THE BUILDING ORIENTATION WITH THE ARCHITECTURAL DRAWINGS. 8. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF EACH BUILDING COMPONENT NOT DESIGNED BY THE DESIGN TEAM OF RECORD AND NOT SPECIFIED ON THE PROJECT CONSTRUCTION DOCUMENTS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED AND SHALL BE MADE AVAILABLE AT THE JOB SITE. FOUNDATION: 1 THE DESIGN OF FOUNDATIONS, RETAINING WALLS, AND SLABS -ON -GRADE IS BASED ON THE FOLLOWING CRITERIA ESTABLISHED IN THE GEOTECHNICAL REPORT BY UNIVERSAL ENGINEERING SCIENCES, DATED OCTOBER 29, 2018, REVISED NOVEMBER 8, 2018, PROJECT NUMBER 0830.1800145. ALLOWABLE SOIL BEARING PRESSURE: 3000 PSF COEFFICIENT OF SLIDING FRICTION: 0.40 Ka (COEFFICIENT OF ACTIVE PRESSURE): 0.33 Kg (COEFFICIENT OF PASSIVE PRESSURE): 3.00 Ko (COEFFICIENT OF AT REST PRESSURE): 0.50 A GEOTECHNICAL REPORT WITH RECOMMENDED DESIGN CRITERIA MUST BE PROVIDED PRIOR TO THE START OF CONSTRUCTION. AFTER EXCAVATION, IF THE CONDITION OF THE SOILS DO NOT MEET THE RECOMMENDED DESIGN CRITERIA STATED IN THE GEOTECHNICAL REPORT, NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD SO THAT THE FOUNDATIONS MAY BE REDESIGNED IF NECESSARY. 2. THE GEOTECHNICAL ENGINEER MUST VERIFY THE CONDITION AND/OR ADEQUACY OF ALL SUB -GRADES, FILLS, AND BACKFILLS PRIOR TO THE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, ETC. 3. LOCATE TOP OF EXTERIOR FOOTING ELEVATIONS l-6" BELOW FINISHED FLOOR, BUT NOT LESS THAN l'-6" BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE. 4. LOCATE TOP OF INTERIOR FOOTING ELEVATIONS l'-O" BELOW FINISHED FLOOR, UNLESS NOTED OTHERWISE. 5. BACK FILLING WALLS: A. DEPOSIT BACKFILL AGAINST WALLS EVENLY AGAINST BOTH SIDES OF WALL UNTIL THE LOWER FINAL GRADE IS REACHED. B. DO NOT PLACE BACKFILL AGAINST WALLS DEPENDENT UPON TOP AND BOTTOM CONCRETE SLABS FOR SUPPORT UNTIL THE CONCRETE SLABS HAVE ATTAINED 65% OF THEIR DESIGN 28 DAY COMPRESSION STRENGTH. C. SHORE AND BRACE WALLS SHOWN MONOLITHIC WITH A SLAB -ON -GRADE AT THE TOP OF THE WALL DURING BACKFILLING OPERATIONS. 6. CONSTRUCT COLUMN FOOTINGS AND WALL FOOTINGS MONOLITHICALLY WITH TOPS OF ADJACENT FOOTINGS AT THE SAME ELEVATION. 7. FILLS: A. REMOVE ALL ORGANIC SOILS AND REPLACE WITH CLEAN STRUCTURAL FILL AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER. B. PLACE FILL SOILS IN 6" MAXIMUM (LOOSE) LIFTS AT MOISTURE CONTENTS AS DESCRIBED IN THE GEOTECHNICAL REPORT. C. COMPACT ALL FILL WITHIN 10'-0" OF THE BUILDING LIMIT TO 98% STANDARD PROCTOR. D. TEST FIELD DENSITY AS DESCRIBED IN THE GEOTECHNICAL REPORT TO VERIFY ADEQUATE COMPACTION AND DESIGN BEARING PRESSURE. 8. SIDES OF FOUNDATIONS MUST BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS PLACED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY THE GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT. 9. WHERE FOOTING STEPS ARE NECESSARY, SLOPE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. REINFORCED CONCRETE: 1. PROVIDE REINFORCED CONCRETE CONFORMING TO THE FOLLOWING STANDARDS: ACI 301-10, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. ACI 318-14, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ACI 302.1 R-04, GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION. ACI 360R-10, DESIGN OF SLABS -ON -GROUND. 2. FULLY DOCUMENT AND SUBMIT FOR REVIEW THE PROPOSED MATERIALS AND MIX DESIGN FOR ALL CONCRETE. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE REQUIRED DESIGN STRENGTH. ALL CONCRETE TEST DATA MUST BE AVAILABLE AT THE JOB SITE. 3. DETAIL CONCRETE REINFORCEMENT ACCORDING TO ACI SP-66 DETAILING MANUAL. SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING CONCRETE REINFORCING AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD. UNLESS SPECIFICALLY APPROVED OTHERWISE, DETAIL ALL CONCRETE WALLS AND BEAMS IN ELEVATION. 4. PROVIDE NORMAL WEIGHT CONCRETE WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 5. PROVIDE CONCRETE WITH: A. 4% TO 6% ENTRAINED AIR BY VOLUME IN CONCRETE PERMANENTLY EXPOSED TO WEATHER. B. THE USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IS NOT PERMITTED. C. PLACE CONCRETE AT A SLUMP OF 5" ± 1" UNLESS NOTED OTHERWISE. 6. CONSTRUCT CONCRETE WALLS MONOLITHICALLY WITH ADJOINING COLUMNS UNLESS SPECIFICALLY NOTED OTHERWISE. INSTALL CONCRETE FOR SUCH WALLS THAT IS THE SAME TYPE AND STRENGTH AS SPECIFIED FOR COLUMNS. 7. UNLESS NOTED OTHERWISE, PROVIDE REINFORCING STEEL CONFORMING TO ASTM A 615, GRADE 60. 8. PROVIDE WELDED WIRE REINFORCMENT (W.W.R.) IN FLAT SHEETS (ROLLS NOT PERMITTED) CONFORMING TO ASTM A 1064. LAP WELDED WIRE REINFORCEMENT A MINIMUM OF 6" AT EACH SPLICE. PLACE WELDED WIRE REINFORCEMENT 1 Y2" BELOW THE TOP OF SLABS -ON -GRADE. 9. FIBER REINFORCING MAY BE SUBSTITUTED FOR WELDED WIRE REINFORCMENT (W.W.R.) IN SLABS -ON -GRADE WITH THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. PROVIDE FIBER REINFORCING CONFORMING TO ASTM A 820, TYPE I AT 25 PCY DOSAGE. 10. WATERSTOPS- A. PROVIDE AN ACTIVE SODIUM BENTONITE WATERSTOP IN ALL BELOW GRADE CONCRETE CONSTRUCTION JOINTS THAT IS MANUFACTURED SPECIFICALLY FOR THIS PURPOSE. B. INSTALL THE WATERSTOP MATERIAL IN STRICT CONFORMANCE WITH THE MANUFACTURER'S WRITTEN OR PUBLISHED INSTRUCTIONS. C. IF AN ADHESIVE IS REQUIRED TO FIX THE WATERSTOP MATERIAL TO THE CONCRETE SUBSTRATE ONLY USE MATERIAL THAT CONFORMS TO THE REQUIREMENTS OF THE WATERSTOP MANUFACTURER. 11. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING CONCRETE COVER ON ALL REINFORCING STEEL: CONCRETE COVER CONCRETE AGAINST EARTH (NOT FORMED): 311 FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS: 2" #5 BARS AND SMALLER: 1 Y211 FORMED CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS: Y4 12. PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE. SPLICE REINFORCING BARS ONLY AS SHOWN OR APPROVED. STAGGER SPLICES WHERE POSSIBLE. USE CLASS "B" TENSION SPLICES UNLESS NOTED OTHERWISE INCLUDING DOWELS. 13. DO NOT LAP MORE THAN 50 PERCENT OF HORIZONTAL WALL REINFORCING IN A SINGLE VERTICAL PLANE. 14. TIE ALL REINFORCING STEEL AND EMBEDDED ITEMS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF THE REINFORCEMENT WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. 15. "STICKING" DOWELS, ANCHOR RODS, OR OTHER EMBEDDED ITEMS INTO WET CONCRETE IS NOT PERMITTED. 16. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF ALL FOOTINGS AND WALLS. 17. CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF Y4". 18. PROVIDE CONSTRUCTION OR CONTRACTION JOINTS IN SLABS ON GRADE SO THAT THE MAXIMUM AREA OF SLAB BETWEEN JOINTS IS NO MORE THAN 400 SQUARE FEET AND THE LENGTH BETWEEN CONTROL JOINTS IS NO MORE THAN 1 Y4 TIMES THE WIDTH BETWEEN CONTRACTION JOINTS. 19. CONTRACTION OR CONSTRUCTION JOINTS: PROVIDE JOINTS UTILIZING THE DRY CUT (SOFF-CUT) METHOD. A. INITIATE SAW CUTTING AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT OF THE SAW AND OPERATOR WITHOUT CHIPPING, SPALLING, TEARING OR DISTURBING FINAL FINISH (NORMALLY WITHIN 2 HOURS AFTER FINAL FINISHING AT EACH CONTROL JOINT LOCATION). a. SAW: PROVIDE A HUSQVARNA SOFF-CUT 150 SAW OR APPROVED EQUAL. b. SPACING: PROVIDE JOINTS AT SPACING SHOWN ON PLAN. c. DEPTH: PROVIDE JOINTS AT DEPTH SHOWN ON PLAN. d. SAW CUT JOINTS IN A NEAT, VERTICAL STRAIGHT LINE. e. SAW CUT JOINTS TO BE Y8" WIDTH. B. THE SAW OPERATION SHALL BE CARRIED ON AS REQUIRED DURING BOTH DAY AND NIGHT REGARDLESS OF CONDITIONS. C. SAW JOINTS AT THE REQUIRED SPACING CONSECUTIVELY IN THE SEQUENCE OF THE CONCRETE PLACEMENT. a. A CHALK LINE FOR MARKING JOINT LOCATION SHALL NOT VARY MORE THAN Y4,, FROM THE TRUE JOINT ALIGNMENT. b. PROTECT ALL JOINT INTERSECTIONS WITH "SOFF-CUT JOINT PROTECTOR, METEGER MCGUIRE SPAL-PRO ROD" OR EQUAL. D. WORKMEN AND INSPECTOR SHALL WEAR CLEAN, RUBBER -SOLED FOOTWEAR, AND THE NUMBER OF PERSONS WALKING ON THE SLAB SHALL BE LIMITED TO THOSE ACTUALLY PERFORMING THE SAWING OPERATION. E. INITIAL JOINT CUTTING PROCEDURE: a. ATTEMPT A 5 FOOT LONG CUT AND EVALUATE IT FOR REVELING OR SPALLING BEFORE CUTTING ENTIRE SECTION. b. WHEN FIBERS ARE PULLED UP, DELAY THE CUTTING AND REPEAT THE ABOVE PROCEDURE UNTIL THE CUT REVEALS FIBERS. F. IMMEDIATELY AFTER THE JOINT IS SAWED, THE SAW CUT AND ADJACENT CONCRETE SURFACE SHALL BE THOROUGHLY CLEANED BY LIGHT SWEEP WITH A SOFT BROOM OR DRY VACUUM. ANY MEMBRANE -CURED SURFACE DAMAGED DURING SAWING OPERATIONS SHALL BE RE -SPRAYED. G. PROVIDE THE NUMBER OF SAWING UNITS EQUIPMENT POWER TO COMPLETE THE SAWING AT THE REQUIRED TIME. a. HAVE AN AMPLE SUPPLY OF BLADES AND ANTI -RAVELING SKID PLATES SHALL BE AVAILABLE ON THE JOB BEFORE CONCRETE PLACEMENT IS STARTED. b. PROVIDE AT LEAST ONE STANDBY SAWING UNIT IN GOOD WORKING ORDER AT THE JOBSITE AT ALL TIMES DURING THE SAWING OPERATION. c. REPLACE SAW BLADES AND ANTI -RAVELING SKID PLATES AS REQUIRED BY THE SAW MANUFACTURER. 20. THE LOCATION OF CONSTRUCTION JOINTS REQUIRES THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. a. UNLESS NOTED OTHERWISE, THOROUGHLY ROUGHEN (BY MECHANICAL MEANS) AND CLEAN CONSTRUCTION JOINTS. b. APPLY SLUSH COAT AS SPECIFIED. 21. ALL CONDUIT, SLEEVES AND PIPES EMBEDDED IN CONCRETE MUST CONFORM TO SECTION 20.7 OF ACI 318 AND THE FOLLOWING UNLESS NOTED OTHERWISE: A. SLEEVES AND PIPES MUST BE PLACED SO THAT REINFORCING STEEL CAN BE PLACED B. WITH THE SPECIFIED COVER AND CLEAR DISTANCE BETWEEN BARS. C. THE CONCRETE COVERING OF PIPE AND SLEEVES MUST NOT BE LESS THAN ONE INCH. D. CLEAR DISTANCE BETWEEN SUCH PIPES AND SLEEVES MUST NOT BE LESS THAN ONE E. AND ONE-HALF INCHES. F. CONDUIT AND PIPES PLACED IN SLABS MUST NOT BE LARGER IN OUTSIDE DIAMETER G. THAN ONE-THIRD THE THICKNESS OF SLAB. H. DO NOT PLACE CONDUIT IN ELEVATED SLABS. 22. THE PLACEMENT OF ALL REINFORCING STEEL MUST BE REVIEWED BYA PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS TO BE CONSTRUCTED OR BY A REPRESENTATIVE RESPONSIBLE TO HIM (REF. ACE 318,26.13.1.2). 1 2 5 6 7 8 9 STRUCTURAL STEEL: PROVIDE STRUCTURAL STEEL CONFORMING TO THE FOLLOWING STANDARDS - A. AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION B. AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS C. AISC 303-10, CODE OF STANDARD PRACTICE FOR STRUCTURAL STEEL BUILDINGS AND BRIDGES D. AISC 326-09, DETAILING FOR STEEL CONSTRUCTION, 3RD EDITION SHOP DRAWINGS: A. SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH AISC 326-09. B. PROVIDE COMPLETE WELDING INFORMATION USING AWS SYMBOLS. C. USE PREQUALIFIED WELDED JOINTS PER AISC AND AWS D1.1 "STRUCTURAL WELDING CODE." D. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD. UNLESS NOTED OTHERWISE PROVIDE STRUCTURAL STEEL CONFORMING TO: A. WIDE FLANGE SHAPES: ASTM A992 B. CHANNELS, ANGLES AND PLATES: ASTM A36 C. HOLLOW STEEL SECTIONS (HSS): ASTM A500, GRADE B D. ANCHOR RODS: ASTM F 1554, GRADE 36. E. COMMON BOLTS: ASTM A307, GRADE A BOLTED CONNECTIONS: A. UNLESS NOTED OTHERWISE, MAKE ALL CONNECTIONS WITH 3/4" DIAMETER ASTM A 325 BOLTS. B. ASSEMBLE AND INSPECT BOLTED CONNECTIONS IN ACCORDANCE WITH RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) 'SPECIFICATION FOR JOINTS USING HIGH STRENGTH BOLTS", 2014. C. PROVIDE SNUG TIGHT JOINTS. WELDED CONNECTIONS: A. MAKE ALL WELDED CONNECTIONS IN ACCORDANCE WITH AWS D1.1-14 "STRUCTURAL WELDING CODE", USING TYPE E70XX ELECTRODES. B. EMPLOY ONLY CERTIFIED WELDERS. C. MAINTAIN PROOF OF CERTIFICATION AT THE JOB SITE. PROVIDE SPECIAL CONNECTIONS BETWEEN STEEL FRAMING COMPONENTS NOT DETAILED BY THE STRUCTURAL ENGINEER OF RECORD DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS TO BE CONSTRUCTED INCLUDING BUT NOT LIMITED TO BRACE END CONNECTIONS, MOMENT RESISTING CONNECTIONS, MODIFIED BEAM SEAT CONNECTIONS, AND MEMBER SPLICE CONNECTIONS. DO NOT USE GAS CUTTING TORCHES TO CORRECT FABRICATION ERRORS IN STRUCTURAL STEEL FRAMING. PROVIDE TEMPORARY BRACING FOR STRUCTURAL STEEL FRAMING UNTIL ALL PERMANENT BRACING, MOMENT CONNECTIONS, AND FLOOR/ROOF DECKS (DIAPHRAGMS) ARE COMPLETELY INSTALLED. PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DO NOT PAINT STEEL SURFACES TO BE ENCASED IN CONCRETE, SURFACES TO RECEIVE FIREPROOFING, CONNECTIONS DESIGNATED AS FRICTION TYPE, SURFACES TO BE WELDED, OR SURFACES RECEIVING WELDED STUDS OR DEFORMED BAR ANCHORS ("DBA'S") IN THE FIELD. .COLD FORMED METAL FRAMING: 1 PROVIDE COLD -FORMED METAL FRAMING CONFORMING WITH THE FOLLOWING STANDARDS: AISI S1 00-12 / S1.09 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. 2. PROVIDE CURTAIN WALL AND NON -LOAD BEARING WALL FRAMING INSTALLATION TO ACCOMMODATE VERTICAL DISPLACEMENT OF THE PRIMARY STRUCTURE. 3. DESIGN SLIP TRACK USING THE GUIDELINES ESTABLISHED IN STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA) TECHNICAL NOTE NUMBER 3, PUBLISHED APRIL 2000. 4. PROVIDE STUDS, RUNNER TRACK, AND ASSOCIATED ACCESSORIES OF THE TYPE AND THICKNESS INDICATED ON THE DRAWINGS. 5. PROVIDE STUDS, JOISTS, RUNNER TRACK, AND ACCESSORIES MANUFACTURED OF HOT DIP GALVANIZED ASTM A 1003 STEEL WITH THE FOLLOWING YIELD STRENGTH: 33,000 PSI 43-MIL (18 GAGE) MEMBERS 50,OOOPSI 54-MIL (16 GAGE), 68-MIL (14 GAGE), AND 97-MIL (12 GAGE) MEMBERS 6. SUBMIT SHOP DRAWINGS SHOWING THE SIZE OF ALL MEMBERS AND ALL CONNECTIONS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS TO BE CONSTRUCTED. A. REVIEW OF SHOP DRAWINGS BY THE STRUCTURAL ENGINEER OF RECORD IS FOR: 1. GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS REGARDING ARRANGEMENT AND SIZES OF MEMBERS. 2. THE DESIGNER'S INTERPRETATION OF THE DESIGN LOADS AND CONTRACT DOCUMENT DETAILS. 7. MINIMUM CONNECTIONS (UNLESS NOTED OTHERWISE ON THE DRAWINGS): A. STUD TO STUD CONNECTIONS: A MINIMUM OF TWO 10 - 16 SELF TAPPING SCREWS. B. STUD TO TRACK CONNECTIONS: TWO 10 - 16 SELF TAPPING SCREWS. C. TRACK ON CONCRETE SLAB: 0. 157" 0 X 1 Y4"POWER ACTUATED FASTENERS AT T-6" ON CENTER MAXIMUM AT NON-X-BRACE LOCATIONS. SPACING = 12" O.C. MAXIMUM AT X-BRACE LOCATIONS. D. MULTIPLE STUD JAMBS: #10 SCREWS AT 12" ON CENTER PENETRATING EACH MEMBER. E. STUD TO WALL SHEATHING: Y2" X 1 %" BUGLE HEAD #6 SELF DRILLING SCREWS AT 8" ON CENTER. 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT SHEATHING TYPE. F. STUD TO STRUCTURAL STEEL: AS SHOWN ON SECTIONS. 8. PROVIDE BRIDGING AND BRACING PER STUD MANUFACTURERS RECOMMENDATIONS. 9. REINFORCE EXTERIOR STUDS THAT ARE CUT TO INSTALL MECHANICAL OR ELECTRICAL MATERIAL. SUBMIT REINFORCEMENT DETAIL FOR APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. 10. ANY EXTERIOR BUILDING SINAGE PROVIDED BY THE OWNER IS TO HAVE THE SIGN FRAME ATTACHED PER THE MANUFACTURER'S RECOMMENDATION TO EVERY COLD FORMED STEEL WALL STUD THE SIGN FRAME CROSSES, BOTH TOP AND BOTTOM OF THE SIGN FRAME. STRUCTURAL MASONRY: 1. PROVIDE STRUCTURAL MASONRY CONFORMING TO THE FOLLOWING STANDARDS: A. ACI 530-13 / ASCE 5-13 / TMS 402-13, BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES. B. ACI 530.1-13 / ASCE 6-13 / TMS 602-13, SPECIFICATIONS FOR CONCRETE MASONRY STRUCTURES. 2. LOAD BEARING MASONRY WALLS ARE DESIGNED IN ACCORDANCE WITH CHAPTERS 1 AND 2 OF ACI 530. 3. PROVIDE HOLLOW, LOAD BEARING CONCRETE MASONRY UNITS (CMU) CONFORMING TO ASTM C 90 WITH A MINIMUM COMPRESSIVE STRENGTH OF MASONRY (F'M) OF 1500 PSI AND A NET STRENGTH OF 2000 PSI ON THE NET CROSS -SECTIONAL AREA OF CMU DETERMINED IN ACCORDANCE WITH ASTM C 140. 4. PROVIDE BRICK MASONRY UNITS CONSTRUCTED OF CLAY OR SHALE CONFORMING TO ASTM C 652. 5. PROVIDE MORTAR CONFORMING TO ASTM C 270, TYPE S. STANDARD MORTAR BED JOINT THICKNESS IS 3/8" AND MUST NOT VARY OUTSIDE OF THE RANGE BETWEEN ONE QUARTER INCH AND ONE HALF INCH. DO NOT USE AIR ENTRAINED MORTAR. 6. PROVIDE GROUT FOR REINFORCED MASONRY CONFORMING TO ASTM C 476 WITH MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AND A MINIMUM SLUMP OF 10". 7. PROVIDE STEEL REINFORCEMENT IN MASONRY WALLS CONFORMING TO ASTM A615, GRADE 60. 8. PROVIDE MASONRY TIES AND ANCHORS OF THE TYPE AND SPACING AS DETAILED ON THE STRUCTURAL DRAWINGS AND IN CONFORMANCE WITH ASTM A82. 9. PROVIDE LADDER TYPE HORIZONTAL JOINT REINFORCING CONFORMING TO ASTM A951 IN ALL MASONRY WALLS. UNLESS NOTED OTHERWISE, PLACE 9 GAGE ZINC COATED LADDER TYPE HORIZONTAL JOINT REINFORCING AT 16"ON CENTER. LAP HORIZONTAL JOINT REINFORCING MINIMUM 12". USE PREFABRICATED'LS AND'T'S AT CORNERS AND INTERSECTIONS. 10. LAY ALL MASONRY UNITS IN RUNNING BOND. 11. FOR GROUTED WALLS: A. THE MAXIMUM HEIGHT OF GROUT LIFTS MUST NOT EXCEED 64". B. THE MAXIMUM UN -GROUTED HEIGHT OF CMU WALLS PRIOR TO GROUTING MUST NOT EXCEED 64". C. CONSOLIDATE AND RECONSOLIDATE GROUT IN ACCORDANCE WITH PARAGRAPH 3.5.E OF ACI 530. 1. 12. REINFORCEMENT: A. DETAIL REINFORCEMENT IN LOAD BEARING CMU WALLS IN ELEVATION ON SHOP DRAWINGS. B. LAP VERTICAL MASONRY WALL REINFORCING AS SHOWN IN THE MASONRY LAP LENGTH SCHEDULE AND PROVIDE MINIMUM BAR SPLICE LENGTH. 13. PROVIDE VERTICAL CONTROL JOINTS IN ALL MASONRY WALLS NOT RETAINING EARTH. UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL DRAWINGS, PLACE VERTICAL CONTROL JOINTS AT THREE TIMES THE WALL STORY HEIGHT, BUT NOT CLOSER THAN 26-0" ON CENTER OR FARTHER THAN 40'-0" ON CENTER. 14. UNLESS NOTED OTHERWISE, PROVIDE MINIMUM (1) #5 VERTICAL BAR, GROUTED FULL STORY HEIGHT, AT EACH SIDE OF OPENINGS AND AT ALL CORNERS AND ENDS OF WALLS, INCLUDING BOTH SIDES AT ENDS OF WALL PANELS AT VERTICAL CONTROL JOINTS. 15. UNLESS NOTED OTHERWISE, ANCHOR SIDES AND TOPS OF MASONRY WALL PANELS TO THE STRUCTURE BY DOVETAIL ANCHORS, METAL STRAPS, OR EQUIVALENT. 16. PLACE CONNECTORS FOR MASONRY VENEERS AT NOT MORE THAN 16"ON CENTER VERTICALLY OR 24" ON CENTER HORIZONTALLY. 17. PROVIDE A CONTINUOUS BOND BEAM AT THE TOP OF ALL MASONRY WALLS. UNLESS NOTED OTHERWISE REINFORCE BOND BEAMS WITH (2) #4 CONTINUOUS REINFORCING BARS. 18. PROVIDE LEVEL B QUALITY ASSURANCE AS DESCRIBED IN TABLE 4 OF ACI 530.1-13 / ASCE 6-13 / TMS 602-13. 19. SAMPLE AND TEST GROUT IN ACCORDANCE WITH ARTICLES 1.4 B AND 1.6 OF ACI 530.1-13 ASCE 6-13 1 TMS 602-13. POST -INSTALLED ANCHORS: a z-f-11111 A. PRE -CONSTRUCTION DUTIES OF THE CONTRACTOR: 1. ARRANGE FOR AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. 2. PROVIDE THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. B. INSTALL POST -INSTALLED ANCHORS ONLY WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. C. OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. D. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. E. EXISTING REINFORCING BARS AND OTHER EMBEDDED MATERIAL CONTAINED IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. 1. CONTRACTOR REVIEW THE EXISTING STRUCTURAL DRAWINGS AND UNDERTAKE TO LOCATE THE POSITION OF MATERIAL EMBEDDED IN THE CONCRETE AT THE LOCATIONS OF THE DETAILED ANCHORS, BY HILTI FERROSCAN, GPR, X-RAY, CHIPPING OR OTHER MEANS UNLESS IT IS NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT. F. DRILL AND CLEAN HOLES IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. G. SUBMIT SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW TO THE ENGINEER -OF -RECORD PRIOR TO USE ALONG WITH: 1. PROVIDE CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER. 2. PROVIDE CALCULATIONS THAT DEMONSTRATE THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. 3. INCLUDE CONSIDERATION OF CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE IN SUBSTITUTION REQUEST. 4. EVALUATION OF SUBSTITUTIONS WILL BE BASED ON THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. 2. CONCRETE ANCHORS A. MEDIUM DUTY MECHANICAL ANCHORS FOR USE IN CRACKED AND UN -CRACKED CONCRETE THAT HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: 1. HILTI KWIK BOLT-TZ EXPANSION ANCHORS (ICC ESR-1917) 2. HILTI KWIK HUS-EZ AND KWIK HUS EZ-1 SCREW ANCHORS (ICC ESR-3027) 3, SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-2713) 4. SIMPSON STRONG -TIE "STRONG -BOLT 2" (ICC-ES ESR-3037) 5. DEWALT POWER -STUD + SD2 (ICC-ES-ESR 2502) 6. DEWALT SCREW -BOLT + (ICC-ES-ESR 3889) B. HEAVY DUTY MECHANICAL ANCHORS FOR CRACKED AND UN -CRACKED CONCRETE USE: 1. HILTI HDA UNDERCUT ANCHORS (ICC ESR 1546) 2. HILTI HSL-3 EXPANSION ANCHORS (ICC ESR 1545) 3. SIMPSON STRONG -TIE "TORQ-CUT" (ICC-ES ESR-2705) 4. DEWALT "ATOMIC +" ANCHOR (ICC-ES-ESR 3067) C. ADHESIVE ANCHORS FOR USE IN CRACKED AND UN -CRACKED CONCRETE THAT HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: 1. HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HIT-Z ROD (ICC ESR-3187) 2. HILTI HIT -RE 500-V3 EPDXY ADHESIVE ANCHORING SYSTEM WITH HAS-E THREADED ROD (ICC ESR-3814) FOR SLOW CURE APPLICATIONS. 3. SIMPSON STRONG -TIE "SET-3G" (ICC-ES ESR 4057). 4. DEWALT "PURE 110 +" STANDARD CURE EPDXY (ICC-ES-ESR 3298) 5. DEWALT "AC100 +" FAST CURE/COLD WEATHER ([CC-ES-ESR 4027) 6. PROVIDE STEEL ANCHOR ELEMENT CONSISTING OF CONTINUOUSLY THREADED ROD CONFORMING TO ASTM, A36 OR ASTM F 1154, GRADE 36. 3. MASONRY ANCHORS A. ANCHORAGE TO SOLID -GROUTED CONCRETE MASONRY 1. MECHANICAL AND CONCRETE SCREW ANCHORS FOR USE IN SOLID -GROUTED CONCRETE MASONRY MUST HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC01 OR AC1 06, RESPECTIVELY. PRE -APPROVED MECHANICAL AND CONCRETE SCREW ANCHORS INCLUDE: a. SIMPSON STRONG -TIE "STRONG BOLT2" (IAMPO UES ER-265) b. SIMPSON STRONG -TIE "TITEN-HD' (ICC-ES ESR-1056) c. HILTI KWIK HUS-EZ SCREW ANCHOR (ICC ESR-3056) d. HILT[ KVVIK BOLT-3 EXPANSION ANCHORS (ICC ESR-1385) e. DEWALT "SCREW -BOLT +" (ICC-ES-ESR 4042) f. DEWALT "POWER -STUD + SD1" (ICC-ES-ESR 2966) 2. ADHESIVE ANCHORS FOR USE IN SOLID -GROUTED CONCRETE MASONRY MUST HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: a. SIMPSON STRONG -TIE "SET-XP" (ICC-ES ESR-1772) b. SIMPSON STRONG -TIE "AT-XP" (IAMPO UES ER-281) c. HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM (ICC-ES ESR-2682) d. PROVIDE STEEL ANCHOR ELEMENT CONSISTING OF CONTINUOUSLY THREADED ROD CONFORMING TO ASTM, A36 OR ASTM F 1554, GRADE 36. e. DEWALT "AC100 + GOLD" (ICC-ES-ESR 3200) B. ANCHORAGE TO HOLLOW CONCRETE MASONRY/U N REINFORCED CLAY BRICK MASONRY 1. SCREW ANCHORS FOR USE IN HOLLOW CONCRETE MASONRY MUST HAVE BEEN TESTED AND QUALIFIED IN ACCORDANCE WITH ICC-ES AC106. PRE -APPROVED SCREW ANCHORS INCLUDE: a. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-1056) b. HILTI KWIK HUS-EZ SCREW ANCHOR (ICC ESR-3056) c. DEWALT "AC100 + GOLD" (ICC-ES ESR-4105) 2. ADHESIVE ANCHORS WITH SCREEN TUBES THAT ARE TESTED AND QUALIFIED IN ACCORDANCE WITH ICC-ES AC58 OR AC60, AS APPROPRIATE. USE THE APPROPRIATE SCREEN TUBE AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. PRE -APPROVED ADHESIVE ANCHORS WITH SCREEN TUBES INCLUDE: a. SIMPSON STONG-TIE"SET-XP" (IAMPO UES ER-265) b. SIMPSON STRONG -TIE "ACRYLIC -TIE" ([CC -ES ER-5791) c. SIMPSON STRONG -TIE "ET" (ICC-ES ER-4945) d. HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM (ICC ESR-3342) e. DEWALT "AC100 + GOLD" (ICC-ES ESR-3200) e. PROVIDE STEEL ANCHOR ELEMENT CONSISTING OF CONTINUOUSLY THREADED ROD. DESIGN LOADS: 1. LIVE LOADS: STAIR STORAGE CORRIDORS ROOF 2. WIND DESIGN DATA: ULTIMATE WIND SPEED, VULT NOMINAL DESIGN WIND SPEED, VASD RISK CATEGORY WIND EXPOSURE INTERNAL PRESSURE COEFFICIENT COMPONENTS AND CLADDING PRESSURES - BUILDING A COMPONENTS AND CLADDING PRESSURES - BUILDINGS B,C,D,E,F,G 3. FLOOD DESIGN DATA: FLOOD HAZARD ZONE DESIGNATION ELEVATION OF LOWEST FLOOR: UNIFORM 100 PSF ON 125 PSF 100 PSF 20 PSF 138 MPH 107 MPH C ±0.18 CONCENTRATED 300 LB. ON AREA STAIR TREADS OF 4 SQUAREINCHES SEE 1 / SO.2 AND 2 / SO.2 SEE 3 / SO.2 AND 4 / SO.2 AE 11 T-O" bennett&pless 10 Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 2019 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Sennett & Pless, Inc. All Rights Reserved B & P Job Number IS 161 zj. (:) . Z V STATEOF 4ei4l & 04-03-2019 LLJ LU , U Li Uj 0 U-i E "n D L_-j U < < LLJ i < - >- , - 0 j < Tj P Uj - Ow IL ELI �; �_ U rh LU 'Er IDY- 7u) If) LOL Z �:, > . .. . < LU F-01- <'u M Q� 0- ') 0 0 L L -j L C� 0 LLI C)f LU Z LL_ _j 0 < CL 0 a- F-- -Z < ES < LU LLJ LIJ IL LLj < LLJ LLJ U LU W < L6 �� < 'u U LU Cj� LU w = D__ a LU 0� 0, < z V) t < M < IL �5 C� 0 �7_ �> �_ E 3: a) to M �_o 0 +_j CA C) 0 U 4-j I I ISSUE: FOR CONSTRUCTION I I PROJECT NUMBER 201812 DATE 04-03-2019 I I SHEET NUMBER I I S001 COMPONENTS AND CLADDING PRESSURES ZONE: AREA (SQ. FT.) T MAX. (+) I MAX. (-) INTERIOR (ZONE 1) 10 18.5 psf -45.4 psf 20 17.3psf -44.3 psf 50 16.2 psf -42.7 psf 100 16.0 psf -41.6 psf EDGE (ZONE 2) 10 18.5 psf -76.2 psf 20 17.3psf -68.1 psf 50 16.2 psf -57.3 psf 100 16.0 psf -49.3 psf CORNER (ZONE 3) 10 18.5 psf -114.7 psf 20 17.3psf -95.0 psf 50 16.2 psf -68.9 psf 100 16.0 psf -49.3 psf WALL COMPONENTS AND CLADDING PRESSURES ZONE: AREA (SQ. FT.) MAX. (+ MAX. INTERIOR (ZONE 4) 10 41.6 psf -45.0 psf 20 39.7 psf -43.2 psf 50 35.5 psf -38.9 psf 100 33.6 psf -37.1 psf ENDS (ZONE 5) 10 41.6 psf -55.4 psf 20 39.7 psf -51.7 psf 50 35.5 psf -38.9 psf 100 33.6 psf -34.6 psf PARAPET COMPONENTS AND CLADDING PRESSURES ZONE: LOAD CASE PRESSURE WINDWARD LEEWARD INTERIOR (ZONE 2) A NO VALUE -106.6 psf B NO VALUE -74.6 psf ENDS (ZONE 3) A NO VALUE -146.1 psf B NO VALUE -85.3 psf NOTES: 1. ROOF COMPONENTS AND CLADDING PRESSURES ARE "ULTIMATE" WIND LOADS AND SHALL BE USED IN CONJUNCTION WITH LOAD COMBINATIONS SPECIFIED IN SECTION 2.3 OF ASCE 7-10 (STRENGTH DESIGN). 2. FOR "SERVICE LEVEL" WIND LOADS THE PRESSURES SHALL BE MULTIPLIED BY 0.6 (ALLOWABLE STRESS DESIGN). OF COMPONENTS AND CLADDING WIND PRESSURES - SCHEDULE BUILDING A SCALE: N.A. 9 in CN -<76 NOTE: FOR WIND PRESSURE, SEE SCHEDULE 1 / SO.2. NUMBERS INDICATE ZONES. 1 SO.2 COMPONENTS AND CLADDING PRESSURES ZONE: AREA (SQ. FT.) MAX. (+) I MAX. (-) INTERIOR (ZONE 1) 10 16.9 psf -41.5 psf 20 16.0 psf -40.5 psf 50 16.0 psf -39.0 psf 100 16.0 psf -38.0 psf EDGE (ZONE 2) 10 16.9 psf -69.7 psf 20 16.0 psf -62.2 psf 50 16.0 psf -52.4 psf 100 16.0 psf -45.0 psf CORNER (ZONE 3) 10 16.9 psf -104.8 psf 20 16.0 psf -86.8 psf 50 16.0 psf -63.0 psf 100 16.0 psf -45.0 psf WALL COMPONENTS AND CLADDING PRESSURES ---FAREA ZONE, (SQ. FT.) MAX. MAX. INTERIOR (ZONE 4) 10 38.0 psf -41.2 psf 20 36.3 psf -39.5 psf 50 32.4 psf -35.8 psf 100 30.7 psf -33.9 psf ENDS (ZONE 5) 10 26.4 psf -50.7 psf 20 25.2 psf -47.3 psf 50 23.7 psf -39.5 psf 100 22.5 psf -36.1 psf NOTES: 1. ROOF COMPONENTS AND CLADDING PRESSURES ARE "ULTIMATE" WIND LOADS AND SHALL BE USED IN CONJUNCTION WITH LOAD COMBINATIONS SPECIFIED IN SECTION 2.3 OF ASCE 7-10 (STRENGTH DESIGN). 2. FOR "SERVICE LEVEL" WIND LOADS THE PRESSURES SHALL BE MULTIPLIED BY 0.6 (ALLOWABLE STRESS DESIGN). OF COMPONENTS AND CLADDING WIND PRESSURES - r3 SCHEDULE BUILDING B,C,D,E,F,G SCALE: N.A. k1,S0.2 L? 0 1 4 005 111'1,�� 1,,,,,,,,,_1r I NOTE: FOR WIND PRESSURE, SEE SCHEDULE 3 / SO.2. NUMBERS INDICATE ZONES. TENSION LAP SPLICE LENGTHS (IN INCHES) UNCOATED BARS - NORMAL WEIGHT CONCRETE - GRADE 60 BARS BAR SIZE LAP CLASS 4000 PSI TOP BARS OTHER BARS CASE 17 CASE 2 CASE17CASE 2 #3 A 19 28 15 22 24 36 19 28 A 25 37 19 29 #4 B 32 48 25 37 A 31 47 24 36 #5 B 40 60 31 47 #6 A 37 56 29 43 B 48 72 37 56 #7 A 54 81 42 63 B 70 106 54 81 #8 A 62 93 48 72 B 80 121 62 93 #9 A 70 105 54 81 B 91 136 70 105 #10 A 79 118 61 91 B 102 153 79 118 A 87 131 67 101 #11 B 113 170 87 131 NOTES: 1 TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT, CONCRETE COVER, AND THE CENTER TO CENTER SPACING OF THE BARS ARE DEFINED AS FOLLOWS: 2. BEAMS OR COLUMNS: CASE 1: COVER AT LEAST 1 BAR DIAMETER AND CTR. - CTR. SPACING AT LEAST 2 BAR DIAMETERS. CASE 2: COVER LESS THAN 1 BAR DIAMETER OR CTR. - CTR. SPACING LESS THAN 2 BAR DIAMETERS. ALL OTHERS: CASE 1: COVER AT LEAST 1 BAR DIAMETER AND CTR. - CTR. SPACING AT LEAST 3 BAR DIAMETERS. CASE 2: COVER LESS THAN 1 BAR DIAMETER OR CTR. - CTR. SPACING LESS THAN 3 BAR DIAMETERS. TABLE OF CONCRETE REINFORCEMENT SPLICE LENGTHS ( e- 5 - SCALE: NONE \\SO.2 COLD -FORMED STEEL MEMBER NAMING SYSTEM AND DEFINITIONS DEPTH MEMBER FLANGE [ RETURN LIP THICKNESS (MILS) 250 (2 Y2") S (STUD) 137 (1 %oil 33 (20 GAUGE) 350 (3 Y2") T (TRACK) 162 (1 )/2ff 1 43 (18 GAUGE) 362 (3 %") Z (Z-PURLIN) 200 (2") W, 1 54 (16 GAUGE) 400 (4") 250 (2 Y2") %111 68 (14 GAUGE) 550 (5 Y2") 300 (3") %If] 97 (12 GAUGE) 600 (6") EXAMPLES: STUD 60OS200-54 TRACK 400 T 250 - 33 Z - PURLIN 800 Z 200 - 68 800 (8") 925 (9 Y4") 1000(10") 1200 (12") 1400 (14") SHEAR WALL SCHEDULE SHEAR WALL DESCRIPTION END POST DESIGNATION TYPICAL INTERIOR STUDS AT 6-0" ON CENTER SHEATHED WITH 29 GAGE U-PANELS ON ONE SIDE. ON OPPOSITE SIDE, INSTALL (2) TYPICAL CONTINUOUS 20 GAGE HAT CHANNELS AT MID POINT OF SPAN. INTERIOR STUDS SEE 1 B / S4.1 AND 3A / S4.1 FOR WALL CONSTRUCTION. TYPICAL INTERIOR STUDS AT 6-0" ON CENTER SHEATHED WITH 29 GAGE U-PANELS ON ONE SIDE. ON OPPOSITE SIDE, INSTALL (2) TYPICAL 2 CONTINUOUS 20 GAGE HAT CHANNELS AT MID POINT OF SPAN. INTERIOR STUDS SEE 1A / S4.1 AND 3A / S4.1 FOR WALL CONSTRUCTION. TYPICAL INTERIOR STUDS AT 6-0" ON CENTER SHEATHED WITH 29 GAGE U-PANELS ON BOTH SIDES. INSTALL 2" x 16 (2) TYPICAL 3 GAGE STRAPS PER DETAIL 3B / S4.1 ABOVE SHEAR PANEL. INTERIOR STUDS SEE 1 A / S4.1 AND 3B/ S4.1 FOR WALL CONSTRUCTION. NOTES: 1. 29 GAGE U-PANEL PROPERTIES: Ix (TOP) 0.0151 IN A 4 / FOOT, Ix (BOTTOM) = 0. 106 IN A 4 / FOOT 20 GAGE HAT CHANNEL PROPERTIES; Ix 0.016 IN A 4/FOOT, AREA = 0. 130 IN A 2 SCHEDULE OF SHEAR WALLS r6 SCALE: NONE \,SO.2 COLUMN FOOTING SCHEDULE MARK (5 & 31-011 x 3'-0" 3'-6" x T-6" SIZE 11-2" 11-2" DEPTH (4) #4 BOTTOM (5) #4 BOTTOM EACH WAY EACH WAY REINFORCEMENT ,REMARKS SCHEDULE OF COLUMN FOOTINGS SCALE: NONE -�SO.2 COLD -FORMED STEEL CONNECTORS AND FASTENING SYSTEM DESCRIPTIONS AND DEFINITIONS SELF DRILLING SCREWS DRAWING SIZING PROVIDE SCREWS COMPLYING WITH ASTM C1513 DEFINITION INFORMATION 1 #8 #8 - 18 x%" HHW REFERENCE PUBLICATIONS #10 #10 - 16 x Y4" HHW ICC ESR - 3294 ELCO CONSTRUCTION PRODUCTS [CC ESR - 1976 ITW BUILDEX ICC ESR - 2169 HILTI, INC. #12 #12 -14 x 1" HHW #14 Y4 - 14 x 3/8" HHW POWDER ACTUATED FASTENERS (PAF) DRAWING SHANK MANUFACTURER'S MODEL_ MINIMUM REFERENCE SIMPSON HILTI DEFINITION DIAMETER PENETRATION PUBLICATIONS STRONG -TIE 0. 157" 0 PAF 0. 157" PDP X-U 15 1 y4fl ICC ESR - 2269 HILTI (X-U) ICC ESR - 1663 HILTI (DS) 0. 177" 0 PAF 0. 177" PDPH DS 1 Y411 ICC ESR - 2138 SIMPSON STRONG -TIE DIAGE73 A 2 rxl-,%M OF COMPONENTS AND CLADDING WIND PRESSURES r _N"l`\ DIAGRAMOF COMPONENTS AND CLADDING WIND PRESSURES r 4 SCHEDULE e1*1 �- SCHEDULE 9 OF COLD FORMED MEMBERS OF COLD FORMED STEEL CONNECTORS / SCALE: N.A. -'\ �O2 SCALE: N.A. 1\ �SO. �2 SCALE: NONE 2 SCALE: NONE TENSION LAP SPLICE IN MASONRY (ININCHES) fm #3 1 #4 1 #--5 -j #7 1 #8 1 #9 1500 psi 18 24 30 1 36 1 42 54 NOTES: 1. IN ACCORDANCE WITH 2017.2 (FBC 2017). 2. FOR fy = 60,000 psi UNCOATED. 3. MINIMUM MASONRY COVER = 3 Y2". 411 BRICK LINTEL SCHEDULE OPENING WIDTH STEEL FOR EACH 4" WALL THICKNESS MINIMUM MAXIMUM 21-011 Z 3 Y2 x 3 xY4 (SLV) r2'-1l1 -1" T-61' Z 3 Y2 x 3 xY4 (SLV) 31 7" 51-011 3 Y2 x 3 xY4 (SLV) 5--l" j 6-6" 4 x 3 Y2xY4 (LLV) 61-711 8f-Oft 5 x 3 Y2xY4 (LLV) 81-111 1 Of -Oil 6 x 3 Y2 X V16 (LLV) 101-lit 121-011 Z. 7 x 4 x Y8 (LLV) NOTES: 1. MINIMUM BEARING FOR LINTELS = 8" EACH END. 2. DO NOT USE THIS SCHEDULE IF A LOAD OTHER THAN THE BRICK LOAD IS IMPOSED ON THE LINTEL. TABLE OF MASONRY REINFORCEMENT LAP SPLICE (��, 0--,� SCHEDULE SCALE: NONE � �.2 SCALE: NONE OF BRICK LINTELS ( 11 � SO.2 STEEL COLUMN SCHEDULE MARK (9 S PARAPET ROOF X (0 INOK X X (0 (0 X X CD C0 (0 w Cf) U) SECOND FLOOR X 19T X Nr X `t X 19t X co co co U) FIRST FLOORIFOUND. 1: z: Y4 X 12 x T-0 Y4 X 12 x 1'-0 Y4 x 12 x 1'-0 Y4 X 12 x 1'-0 BASE PLATE (4) Y4" 0 EPDXY (4) Y4" 0 EPDXY (4) Y4" 0 EPDXY (4) Y4" 0 EPDXY ANCHORS WITH 9" ANCHORS WITH 9" ANCHORS WITH 9" ANCHORS WITH 9" MIN. EMBEDMENT, MIN. EMBEDMENT, MIN. EMBEDMENT, MIN. EMBEDMENT, ANCHOR RODS U.N.O. U.N.O. U.N.O. U.N.O. REMARKS NOTES: 1. SEE DETAIL 5 / S2.1 AND 6 / S2.1 FOR TYPICAL COLUMN BASE PLATE LAYOUT AND ANCHOR ROD INFORMATION. 2. SEE 10 / S2.1 FOR BASE PLATE ON PILASTER. 3. EXTEND COLUMN TO TOP OF PARAPET. SCHEDULEOF STEEL COLUMNS SCALE: NONE �SO.2) HEADER SCHEDULE HEADER DESCRIPTION JAMB SILL TRACK NO. OF SCREWS DESIGNATION SEE NOTE 1 EACH END (2) 600 S 250-68 BACK-TO-BACK. (2) TYPICAL - 8 DH6 SEE 6 / S4.1 INTERIOR STUDS (2) 800 S 250-97 BACK-TO-BACK. (2) TYPICAL - 16 DH8 SEE 6 / S4.1 INTERIOR STUDS (2) 1000 S 250-97 BACK-TO-BACK. (2) TYPICAL - 20 DH10 SEE 6 / S4.1 INTERIOR STUDS (2) 1200 S 250-97 BACK-TO-BACK. (2) TYPICAL - 24 DH12 SEE 6 / S4.1 INTERIOR STUDS NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS WHERE SILL IS REQUIRED. SCHEDULE OFSTEELHEADERS r13 SCALE: NONE SO.2 bennettiRpless Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 2019 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. 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C2 DC2 2 - - - - - - - - - - - - - - - - - - - - - - 'C" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - r2 -A (10 A� 9 - - - - - - - - - - - - - - - 7 TOP OF LL �L. = 0'-0" I - PROVID RECESS FOR S�TONE VENEERi 61' 2'-2 if 21-811 71-51' - - - - - - - - - - - -- T (0 C) If w ce) U_ 0 n LO .009 I I ;T_1 Ml= !40 11 b FACE OF CONCRETE I I F- C:) C) C14 __G 1_L% LEGEND: INDICATES NOTE REFERRAL. SEE CORRESPONDING NOTE. SINDICATES COLUMN MARK. SEE STEEL COLUMN SCHEDULE ON SHEET SO.2. (5 INDICATES FOOTING MARK. SEE FOOTING SCHEDULE ON SHEET SO.2. S.C.J. INDICATES SLAB CONTROL JOINT, SEE PLAN NOTE 1C. INDICATES 4" INTERIOR STUD WALLS. SEE NOTE 4. INDICATES 6" EXTERIOR STUD WALLS. SEE NOTE 5. A INDICATES SHEAR WALL OF LENGTH SHOWN ON PLAN. SEE SHEAR L = 70' FIRST FLOOR / FOUNDATION PLAN NOTES: 1 SLAB -ON -GRADE: A. SLAB ON GRADE: 5" THICK Tic = 4000 PSI). B. REINFORCEMENT: 6 x 6 - W2.9 x W2.9 WELDED WIRE REINFORCEMENT 1 Y2" BELOW TOP OF SLAB. C. SLAB -ON -GRADE CONTRACTION OR CONSTRUCTION JOINTS: SEE REINFORCED CONCRETE NOTES #18 AND #19 ON SHEET SO. 1 FOR CONSTRUCTION OR CONTRACTION JOINT REQUIREMENTS. D. 18" WIDE X 12" DEEP THICKENED SLAB. E. 18" WIDE X 18" DEEP (BELOW GRADE) TURNED DOWN SLAB. DO NOT SAW CUT SLAB AT COLUMN OR LOAD BEARING STUD LOCATIONS. 2. BUILDING FOUNDATION SUB -GRADE TO BE PER REFERENCED GEOTECHNICAL REPORT. COORDINATE PLACEMENT AND COMPACTION REQUIREMENTS WITH GEOTECHNICAL REPORT. COORDINATE VAPOR BARRIER REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. 3. SEE DETAIL 4 / S2.1 FOR COLUMN ISOLATION JOINTS. 4. 4" INTERIOR COLD FORMED STEEL WALLS: A. STUDS: 400 S 250 - 68 STUDS @ 2'-6" ON CENTER IN 400 T 250 - 68 TOP TRACK AND 400 T 250 - 68 BOTTOM TRACK. B. SHEATHING: 29 GAGE U-PANELS ONE SIDE UNLESS NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. C. SEE DETAIL 1A / S4.1 FOR TYPICAL INTERIOR WALL CONSTRUCTION. D. BRACING: 2" x 14 GAGE FLAT STRAP AT MID POINT OF SPAN. 5. 6" EXTERIOR COLD FORMED STEEL WALLS: A. TYPICAL STUDS UNLESS NOTED OTHER WISE: 600 S250 - 68 STUDS @ 2'-0" ON CENTER IN 600 T 250 - 68 TOP AND BOTTOM TRACK. B. STUDS AT EIFS: 600 S250 - 68 STUDS @ 1'4" ON CENTER IN 600 T 250 - 68 TOP AND BOTTOM TRACK. C. SHEATHING: SHEATH INTERIOR FACE WITH WITH 29 GAGE U-PANELS. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. D. FLAT STRAP BRACING: INSTALL 2" x 20 GAGE FLAT STRAP ON EXTERIOR FACE OF STUDS @ MID POINT OF SPAN. E. SEE DETAIL 2 / S4.1 FOR TYPICAL EXTERIOR WALL CONSTRUCTION. 6. SEE DETAIL 5 / S4.1 FOR NON LOAD -BEARING SHEAR WALL INTERSECTION INTO LOAD -BEARING WALL. 7. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR WALLS, DOOR, DOOR SIZES AND LOCATIONS. 8. SEE ARCHITECTURAL DRAWINGS FOR BUILDING ORIENTATION, LOCATION AND SIDEWALK LOCATIONS. 9. 1'-0" WIDE REINFORCED CONCRETE WALL. 10. 4'-0" WIDE x 1'-1" DEEP FOOTING REINFORCED WITH #5 @ 12" ON CENTER, EACH WAY TOP AND BOTTOM. TOP OF FOOTING AT EL. -1 l'-8". 11. 5'-0" WIDE x 1'-1" DEEP FOOTING REINFORCED WITH #5 @ 12" ON CENTER, EACH WAY, TOP AND BOTTOM, TOP OF FOOTING AT EL. -1 l-8". 12. 3'-0" WIDE x 1A" DEEP FOOTING REINFORCED WITH (3) #5 CONTINUOUS LONG WAY AND #4 @ 12" ON CENTER TRANSVERSE TOP AND BOTTOM. TOP OF FOOTING AT EL. -11-8". 13. METAL STUD COLUMNS FORMED BY (4) 400 S 250 - 68 INTERIOR STUDS. 14. METAL STUD COLUMNS FORMED BY (2) 600 S 200 - 68 INTERIOR STUDS AND (2) 600 T 200 - 68 METAL TRACKS. SEE 12 / S4.1. 231-711 12'-10" 14'-311 1� A 141-01' ILI 111-011 1 OVA IV 6'-4" 121-1011 23'-l" 501-211 30'-4" 501-2" FIRST FLOOR FOUNDATION PLAN - BLDG. yff = if 12 SCALE: 8 -oil FINISHED FLOOR EL. = -1()'-8'1 2 4 5 7 8 10 101 (D 0 0 0 Cq) Q 0) bennett&pless 10 Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 2019 Celebrating 55 Years Of StrUcturalExcellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 All Rights Reserved B & P Job Number 18161 10 66.r*A No. 32427 ST.,�TE OF A 04-03-2019 LU U w , j W lauf -zo LU UO) 0 Z _j '0 Z U < LU LU <zw LL, -r: , z < UJ L' < 'M [o)f '< Uw 0 0 0 [)� Z Ly 1<1f < �- 10)�� i 0<� S Lau- CO: I <Z 02 50:D W 'Z �; El� - 0 Z < 0 F- 0 LU Z2 0 0, '0 LL'L' 0 0 Lo- W 'U 00W 0 , - M F- z >- w- Ir Dz w wz zw 'u- 0 U LLJ LU DU 2 w F_ -U < L'i 1— 0 1— c� LL _J z< zw of 1- 1) 0 (-) 0 0 1 C� 0 LU w LL, U Z LL -J 0 0 w < 0 < W U z W E < X LIJ W L) IL < 1_j U LU W P y E Lij U < X LU X X t < z - w = 0 < M < a- 0 C� 0 F- > F- E §'E to ct ;...4 0 )ff.4 N ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NU�"ER 201812 DATE 04-03-2019 11 SHEET NUWER I I S1161 48'-111 141-01" 6 )l 30'-8" 681-111 06' "*A P No - 3242-7 FACE OF CONCRETE 3�1 //' 3 '� _^1 311 SIMILAR Ivi FACE OF CONCRETE co SECOND FLOOR FRAMING PLAN LEGEND: INDICATES NOTE REFERRAL. SEE CORRESPONDING PLAN NOTE. INDICATES COLUMN MARK. SEE STEEL COLUMN SCHEDULE ON SHEET SO.2. INDICATES 4" INTERIOR STUD WALLS. SEE NOTE 2. INDICATES 6" EXTERIOR STUD WALLS. SEE NOTE 3. A INDICATES SHEAR WALL OF LENGTH SHOWN ON PLAN. SEE SHEAR L = 70' WALL SCHEDULE ON SHEET SO.2. DHXX INDICATES HEADERS OVER WALL OPENING BELOW. SEE NOTE 4. E:--::] INDICATES INTERIOR WALLS BELOW. - - INDICATES SPAN OF FLOOR SLAB SYSTEM. SEE NOTE 1. SECOND FLOOR FRAMING PLAN NOTES: 1 FLOOR SLAB SYSTEM: A. SLAB: 2 Y2" NORMAL WEIGHT CONCRETE. B. DECK: 2" - 18 GAGE COMPOSITE STEEL DECK (TOTAL SLAB DEPTH = 4 Y2"). C. REINFORCEMENT: 6 x 6 - W1.4 x W1.4 WELDED WIRE REINFORCEMENT LOCATED 1" BELOW TOP OF SLAB. SUPPORT WELDED WIRE REINFORCEMENT WITH ACCESSORIES MANUFACTURED FOR THIS PURPOSE. D. ATTACHMENT TO SUPPORTS: #12 SCREWS IN 36 / 4 FASTENER PATTERN. E. SIDE LAP CONNECTION: (3) #10 SCREWS PER SPAN. F. PERIMETER CONNECTION: #12 SCREWS @ 12" ON CENTER. G. INSTALLATION CONFIGURATION: TWO SPAN MINIMUM. 2. 4" INTERIOR COLD FORMED STEEL WALLS: A. STUDS: 400 S 250 - 54 STUDS @ 2'-6" ON CENTER IN 400 T 250 - 54 TOP TRACK AND 400 T 250 - 54 BOTTOM TRACK. B. SHEATHING: 29 GAGE U-PANELS ONE SIDE UNLESS NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. C. SEE DETAIL 1A / S4.1 AND 1 B / S4.1 FOR TYPICAL INTERIOR WALL CONSTRUCTION. D. BRACING: 2" x 14 GAGE FLAT STRAP AT MID POINT OF SPAN. 3. 6" EXTERIOR COLD FORMED STEEL WALLS: A. TYPICAL STUDS UNLESS NOTED OTHER WISE: 600 S250 - 68 STUDS @ 2'-0" ON CENTER IN 600 T 250 - 68 TOP AND BOTTOM TRACK. B. STUDS AT EIFS: 600 S250 - 68 STUDS @ 1'-4" ON CENTER IN 600 T 250 - 68 TOP AND BOTTOM TRACK.SHEATHING: SHEATH INTERIOR FACE WITH WITH 29 GAGE U-PANELS. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES C. SHEATHING: SHEATH INTERIOR FACE WITH WITH 29 GAGE U-PANELS. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. D. FLAT STRAP BRACING: INSTALL 2" x 20 GAGE FLAT STRAP ON EXTERIOR FACE OF STUDS @ MID POINT OF SPAN. E. SEE DETAIL 2 / S4.1 FOR TYPICAL EXTERIOR WALL CONSTRUCTION. 4. SEE SCHEDULE OF STEEL HEADERS ON 13 / SO.2 FOR HEADERS OVER OPENINGS BELOW. 5. SEE DETAIL 5 / S4.1 FOR NON LOAD BEARING SHEAR WALL INTERSECTION INTO LOAD -BEARING WALL. 6. DOUBLE STUDS UNDER ALL DOUBLE STUDS FROM LEVEL ABOVE. SEE DETAIL 4 / S4.1 FOR BACK TO BACK FASTENING REQUIREMENTS OF DOUBLE STUDS. 7. SEE DETAIL 1 / S5.1 FOR STEEL BEAM TO STEEL COLUMN CONNECTION. 8. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR WALLS, DOOR, DOOR SIZES AND LOCATIONS. 9. SEE DETAIL 10 / S4.1 FOR HEADER CONSTRUCTION OVER GARAGE DOOR OPENINGS BELOW SECOND FLOOR AT EAST AND SOUTH SIDE OF ARCH. ELEVATION. - - - - - - - - - - - - - - - - - - - - - - - =E F - - - - - - - 0 jig - - - - - - - C bennettiRpless 10 7- - - - - - - - - - - - - - - - - - G ;'T� C:) Experience Structural Expertise I TYPICAL 1 611 Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 611 2-81f 71-511 1964 - 2019 Celebrating 55 Years 21-2" L' I 231-711 1 121-1011 1 14'-311 141-011 101-1 11 61-411 1 12'-10" 23f-1 11 of Structural Excellence A' SECOND FLOOR FRAMING PLAN BLDG. A rT� 47 Perimeter Center East, Suite 500 01 501-211 30'-4" 501-211 —6 -1, N Atlanta, Georgia 30346 SCALE: -off FINISHED FLOOR EL. = 01-017 Tel. 678 990 8700 Fax. 678 990 8701 2 10 12 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 ST A�T 4, 04-03-2019 LU LN' [L)f, cr L LU 0 LU L' ow D 'D ujj C'f z Elf z 3: < _j >_ LU Uj 0 _j LLJ < LU U _j Lu C� A-- LL_ < M cr < C/) z < LL " , = a,:: ,, -- , '0 'U0 Fo- u) C121 V, [A--- <1 ID/) z w 0 z< 2 D- 'LLLj < 0 = ) ZO Lu 'z- z F_ 0 0 0 0 < o LLJ Zo U 0 LL Lo' Z 0 �- 0 0 F) z w L'j Uz z �Z- co z >- LLI '21 EL LLJ U 0 U 'U Of M w < 'Ll'if < LU I- Q V3 01 '_ U 0 0 LU LU LLJ <z z CL 0 Uj a- Q� z < < LU Q� w U 0 a- LLJ < — < E LLJ LLJ U (Y Lu < L6 = 3: U ffi w F-- z E w U < (If w 0� CK �— < Z Uj = 1/) X V to ct 44 4-� all 11i k 1A wr ISSUE: FOR CONSTRUCTI" REVISIONS: UMBER PROJECT N 201812 DATE 04-03-2019 I I SHEET NUM13ER I 3 6) 130'-8" 481-1" Le 141-011 1 681-111 4� r3 SIM. 1.2 ROOFTOPOFSTF-Fi W EL. 14'-0" co C, ROOF TOP OF STEEL K, X, X, < EL. 10'-8" DH6 H8 DH8 �=3 -r-z - DH8 DH8 :=3 H8 H8 ::3 DH 0z I K11 3 TYPICAL DH6 DH6 DH6 DH6 ROOF TOP OF EL. = 14'-0" X:j DH6 DH6 DH6 DH6 K" SLOPE 3": 10' r4 DH6 DH6 DH6 DH6 < DHIS DH6 DH6 D - '1/ 1 14 124 3 T VDir'Al YPICAL. DH6 DH6 k= =[= = =�3 -, = = = - = - = = = =: = = = : = -_ _- =: -_ = = 13 DH6 DH6 NO. 7 ius DH6 DH6 DH6 < DH6 =A DH6 DH6 ROOA TOP OF STEEL EL. 10'-8" 6 n DH6 I DH6 iTrrrrrrrrrrr DH6 ........ rl 9 Vol I DH6 DH6 DH6 rolomr.] DH6 DH6 (0 -1 0) 10 9 DH6 DH6 DH6 DH6 ...... ........ . ....... ........ ...... . ...... .................. ROOF TOP OF 4TEEL 6 ROOd TOP OF STEEL EL. = 14'-0" S4.2 7 6 IT EL. =,AO'-8" R:S�U.2 1 DH6 DH6 DH6 DH6 S1.3A 4 4 S4.2 TYPICAL. "K, DH6 DH6 DH6 DH6 �4 X DH6 DH6 DH6 DH6 =13 r7 TYPICAL SLOPE 3": 10' IXI DH6 DH6 DH6 DH6 f 40 DH6 DH6 DH6 DH6 4L== E3- K < DH6 DH6 DH6 DH6 -7\ - - - - - - _7\ 7 7\- ><, > IX > 7A- `7 42- 17- 7`�- 77" 7" -11,7- 7" ROOF�TOP OF STEEL ROOF TOP OF JTEEL I / / I \ I/ \% I/ \1 I \ I DH6 2XI4 DH3 EL. -8" ",4, wi DH EL. 14'-0" 4- ==N 4-- N - - - - - - - - - ........... 1LLLLLLL" 4 �J_' - - - - - - - - - - DH6 - - --- - - I - - J - - - L W12 X.14 PV12 X J4 DH6 LO ---------- = 13 CP 3-- U_ i=ff_ 3 ---r- - - - - - - - - - Rc- ZM__ IL - - - - - - ---- 13 r EZ3_j - - - - - - - - - - - - - - - - - - - 1 �'-8'1, T-F 21-8" 71-51f 6#v S1. 3A 611 121-211 231-711 1 12'-10" 1 141-31' 141-011 111-011 10'-1 64" 1 12'-10" 1 231-111 V V _1� -01V .1 'If 0 -1 0 0 N __G a E M" F 501-211 30'-4" 501-21' MAIN ROOF MAMING PLAN - BLDG. A n2 4) n5 (7) -fl 2 Yff = 11-011 in C 9 'no R SCALE: R N LEGEND: INDICATES NOTE REFERRAL. SEE CORRESPONDING NOTE. INDICATES DIRECTION OF DECK SPAN. DXX INDICATES HEADERS. SEE NOTE 2. INDICATES ELEVATION OF NOTED COMPONENT RELATIVE TO FINISHED FLOOR ELEVATION = 0'-0" E __ -1 INDICATES STUD WALL BELOW INDICATES 4" INTERIOR STUD WALLS. SEE NOTE 12. INDICATES 6" EXTERIOR STUD WALLS. SEE NOTE 13. ROOF FRAMING PLAN NOTES: 1. ROOF CONSTRUCTION: STANDING SEAM ROOF PANEL (SEE ARCHITECTURAL DRAWINGS FOR SIZES) A. 6" x 2.5" x 16 GAGE Z-PURLINS @ 6-0" ON CENTER MAXIMUM. ATTACH TO VERTICAL STUD WITH (8) #12 SCREWS MINIMUM. SPLICE: (8) #12 SCREWS MINIMUM. B. 4" x 14 GAGE STRAP SPLICE: (8) #12 SCREWS MINIMUM ATTACH TO TOP OF Z-PURLIN AND TOP TRACK OF STUD WALL WITH (8) #12 SCREWS. C. 600 S 250 - 97 (HORIZONTAL) + 600 T 250 - 97 (VERTICAL) ALONG INSIDE EDGE OF ROOF. D. SEE ARCHITECTURAL DRAWINGS FOR STANDING SEAM ROOF SYSTEM. 2. SEE SCHEDULE OF STEEL HEADERS ON 13 / SO.2 FOR HEADERS OVER OPENINGS BELOW. 3. 600 S200 - 54 ROOF PURLINS AT 6-0" ON CENTER. 4. INDICATES INTERIOR SHEAR WALLS BELOW. 5. SEE 1 / S1.3A FOR HIGH ROOF FRAMING. 6. 600 S 250 - 54 SUPPORT PURLIN. SEE 6 / S4.2. 7. 400 S 250 - 54. SEE 6 / S4.2. 8. 400 S 200 - 54 HORIZONTAL. SEE 6 / S4.2. 9. 4" INTERIOR STUD WALL FROM SLAB TO BOTTOM OF HIGH ROOF. 10. INTERIOR NON -LOAD BEARING WALL FROM TOP OF SLAB TO BOTTOM OF HIGH ROOF. 11. ADD ADDITIONAL Z-PURLINS AR 2'-6" ON CENTER IN CORNER ZONE. PROVIDE ADDITIONAL VERTICAL WALL STUDS AT EACH END FOR SUPPORT. 12. 4" INTERIOR COLD FORMED STEEL WALLS: A. STUDS: 400 S 250 - 54 STUDS @ 2'-6" ON CENTER IN 400 T 250 - 54 TOP TRACK AND 400 T 250 - 54 BOTTOM TRACK. B. SHEATHING: 29 GAGE U-PANELS ONE SIDE UNLESS NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. C. SEE DETAIL 1A / S4.1 AND 1 B / S4.1 FOR TYPICAL INTERIOR WALL CONSTRUCTION. D. BRACING: 2" X 14 GAGE FLAT STRAP AT MID POINT OF SPAN. 13. 6" EXTERIOR COLD FORMED STEEL WALLS: A. TYPICAL STUDS UNLESS NOTED OTHER WISE: 600 S250 - 68 STUDS @ 2'-0" ON CENTER IN 600 T 250 - 68 TOP AND BOTTOM TRACK. B. STUDS AT EIFS: 600 S250 - 68 STUDS @ l'-4" ON CENTER IN 600 T 250 - 68 TOP AND BOTTOM TRACK. SHEATHING: SHEATH INTERIOR FACE WITH WITH 29 GAGE U-PANELS. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES C. SHEATHING: SHEATH INTERIOR FACE WITH WITH 29 GAGE U-PANELS. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. D. FLAT STRAP BRACING: INSTALL 2" X 20 GAGE FLAT STRAP ON EXTERIOR FACE OF STUDS @ MID POINT OF SPAN. bennett&pless 10 Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 2019 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 1E - G � '11, No.32427 STATE OF 0 R 10 1 NAL. eVN /1,12 04-03-2019 Uj U LDU 0, D _- 0 'D L'ji z LL _j w < Z Uj _j LL, 0 I L>L, - M < M 1h < Lu < LU I-- V) LU 0 LL U U) -1 5- 0 0 0 Qo� Z 2� < z: < 0 0 z 8) 0 3: C) Uj LLJ C� = 7 ) z < 0 z [if < LU 0 0 8 0 LL_ LU '0 0 un U z 0 U [__ Z LU M L'� �WL ZD LZL, LYL, r- Iu- 0 U U CK OT z- Ow Lan w LL, 1:3- < LU 0 M - Z C/) Ui Q�C_UOL)C� QLL__j =<z C� 0 LU [h LLj LIJ Z LL_ _j C� [L 0 0 Uj a I— a- �-- a < E < w LLJ L) Z Cf) a_ LU - < . E_ < a Li W LLJ U Q� U LIJ LU �_ < w E LU < a LU Of of < z LU = 0 - ae < M < EL 0 0 > F- C� 3: 0 V 4_j (U V U N U 1A wa z EA ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 SHEET NUMBER S103 PARAPET TOP OF STEEL = 15'-4" ROOF TOP OF STEEL EL. = 14'-0" 1C. ROOF TOP OF STE�.L EL. = 15'-0" ROOF TOP OF STEEL EL. = 16-6 %" 1 C ROOF TOP OF STEEL EL. = 15'-0" 4 ROOF TOP OF STEEL EL. = 16-0" ic 9 7 T ---------- L ROOF TOP OF STEEL EL. = 10'-8" I 1 "11 IN 6 .2 7 ROOF TOP OF STEEL EL. = 15'-0" r3 S4.2 C0 ic J1 ROOF TOP OF STEEL EL. 16-6 RIDGE 6 :;7 SC--- w >( a- XI IN -j / % 6 ROOF TOP OF STEEL EL. = 16-10" I--- 7 ROOF TOP OF STEEL EL. = 15'-6" nic 4 n8 0 to 11 U) 04 CL CD -1 r.0 Lo C%j w I C:) -1 C:) 0 04 7 �R�O FTO1P � —0F E 3 T EE I- r'.0 EL. 15'-0" TYPICAL Cl) r7 3 W\ Irij 0) (L I w o;, 11z C/),/ 2 ROOF TOP OF STEEL E �V2 -EL-- "'A51-611 Si F 4- AM- ----------- ------- co = G V1 11 �T);, C:) PARAPET TOP OF STEEL 161-611 1 6" PARAPET TOP OF TEEL 20'-4 PARAPET TOP OF STEEL = 161-611 21- 7'-511 61' 6" 2--2" 2--8"', 7'-5" 1-- 231-711 10 12'-1 off 141-3f' A If+.-O" 11 I-Ofl 10'-1 e '1, 6-4" L. 12'-10" 231-111 HIGH ROOF FRAMING PLAN - BLDG. A ri-'� 501-21' 11 30f-4" I -) 501-211 SCALE: X8" = 1'-0" —'1 �Sl . 3 �A N in n2 (4) n5 n7 n8 (9) (10 ri 1) n12 LEGEND: INDICATES NOTE REFERRAL. SEE CORRESPONDING NOTE. INDICATES DIRECTION OF DECK SPAN. DXX INDICATES HEADERS. SEE NOTE 3. INDICATES ELEVATION OF NOTED COMPONENT RELATIVE TO FINISHED FLOOR ELEVATION = 0'-0" INDICATES STUD WALL BELOW. INDICATES VERTICAL X-BRACE. HIGH ROOF FRAMING PLAN NOTES: I ROOF CONSTRUCTION: STANDING SEAM ROOF PANEL (SEE ARCHITECTURAL DRAWINGS FOR SIZES) A. 6" x 2.5" x 16 GAGE Z-PURLINS @ 5'-0" ON CENTER MAXIMUM. ATTACH TO VERTICAL STUD WITH (8) #12 SCREWS MINIMUM. SPLICE: (8) #12 SCREWS MINIMUM. B. 4" x 14 GAGE STRAP; SPLICE: (8) #12 SCREWS MINIMUM ATTACH TO T P F Z-PURL N ND K L (8 12 SCREWS. C. 600 S 250 - 97 (HORIZONTAL) + 600 T 250 - 97 (VERTICAL) ALONG INSIDE EDGE OF ROOF. 2. HEADER DH6: (2) 600 S 162 - 43, BACK TO BACK. HEADER DH8: (2) 800 S 162 - 43, BACK TO BACK. 3. 600 S200 - 54 METAL STUD BEAM BELOW. 4. INDICATES INTERIOR SHEAR WALLS BELOW. 5. SEE ARCHITECTURAL DRAWINGS FOR STANDING SEAM ROOF SYSTEM. 6. 6" X 2.5" X 16 GAGE Z-PURLIN ATTACHED TO SUPPORT WITH 4" X 41, X 14 GAGE METAL CLIP ANGLE WITH (4) #12 SCREWS IN EACH LEG. TOP OF PURLIN ELEVATION TO BE EQUAL TO SUPPORT PURLIN IN THE NORTH - SOUTH DIRECTION. 7. VERTICAL X-BRACING. SEE SECTION 6 / S4.2. 8. 400 T 200 - 54 CONTINUOUS. SEE SECTION 6 / S4.2. 9. ADDITIONAL Z-PURLINS AT 2'-6" ON CENTER IN CORNER ZONE. PROVIDE ADDITIONAL VERTICAL WALL STUDS IN EXTERIOR WALL FOR SUPPORT. bennett&pless 10 Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga , Orlando 1954 - 2019 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 No. 32427 ST-4,TE OF pe4,�V- �0 "';, �11141111 I 04-03-2019 w LU LU F— [If =) (j) LaLfj LU 0 W V) D 1.— 0 0� z 3: V) 0� < z < - L'U L LL- V) 0 1 LL, � = < co af < LLILJJ z < Yl = V) i-- ' (-9 = i �0-- LOL- U0 '0 E)fz 0 < < 0 M LLI < C, 1-- 2� z [)� LU 0 0 Z z D 0 t 0 C� — < 0 6;-) =) co I-- CL11fi z 1-- = OZOLUZZ-0 < cf) L/) W 0 1-- 0 C) I--- LL LL Z 0 �:: FI-) U 0 W (1) 0 C) 0 z M (.D Z I-- Z LU U z >- LLT LOL' ELL C'� =Z) z W = F-- 0 D Uj LU U LU >- L'U D F-- < Uj C� 1-- 0 LU co — Z U) EK CL 0 U 0 0 LL —J Q 0 Lu Uj LLJ z �� —i C� < LLJ D� 1-- 1-- Ir- < C� < LU LLJ a_ — LLj — < 0 = Ir = [L LLJ LU < < LU LLJ U U Uj I-- Lu (C,)) F-- < = = Q� Uj Df ly- I= < z LL-L < M < M 0 � 0 :W> 1-- E § Elf (1) to ct CID ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 SBEET NUMBER S103A 170'-0" NI A No-32427 TYPICAL 0 7 TYPICAL r7 r6 31-011 6 31-011 20'-0" MAX. TYPICAL I F_ ___1 F------] I F - - - - I F -- - - - - F -1 F - - - - 1A 1'-6" (TYR) 1A E 5 TYPICAL S2.1 �6 4 4 S.C.J. -4 C) C) co (5 5 � �.2 9� TYPICAL (0 J L - - - - I -I- H �L L - - - - J -L L - - - - -1-1 L - - - j L - - - - j :JL: L - - - - I - - L - _J L L i__ _J �1_ L JL -4- - - - - - 1-11 -1, - - - J lip-, L --- �2 EQUALEQUAL EQUALEQUAL ?7 TYPICAL TYP. 11K TYP. lip, IX TYP. 11K TYP. 'je ��2 FOUNDATION PLAN - BLDG. B N Y11 = if SCALE: 8 -off ___'�,S`1.4 FINISHED FLOOR EL. = 9-0- I -7nl n1l ROOF FRAMING PLAN - BLDG. B Yff = 11-011 SCALE: A TYPICAL In N 20'-0" MAX. F____-_1 F - - - - - - T I ic C.0 5 4 1A TYPICAL 1'-6" (TYP.) (5 JI 1A I- I ��2 1 1 I__I S2.1 Q0 _j L _JIL _J: L ---- J L----J L I ", - - - -JJ-L _�=d i7_� EQUAL EQUAL EQUAL EQUAL TYPICAL le K pe TYPICAL '1 TYP. -n TYP. TYP. 19 TYP. � �_2 170'-0" Pni imnATInM P1 & m - P i n n r. ft�_l N a K7 S2.2 C3 -1 CD 04 TYPICAL FIRST FLOOR FOUNDATION PLAN LEGEND: INDICATES NOTE REFERRAL. SEE CORRESPONDING PLAN NOTE. S.C.J. INDICATES SLAB CONTRACTION JOINT. SEE PLAN NOTE 1C. E7777 INDICATES 4" INTERIOR STUD WALLS. SEE NOTE 5. INDICATES 4" EXTERIOR STUD WALLS. SEE NOTE 6. INDICATES 8" CMU WALLS. SEE NOTE 4. A INDICATES SHEAR WALL OF LENGTH SHOWN ON PLAN (WHERE L = 60, APPLICABLE). SEE SHEAR WALL SCHEDULE ON SHEET SO.2. INDICATES ELEVATION OF NOTED COMPONENT RELATIVE TO FINISHED FLOOR ELEVATION = 0'-0" FOUNDATION PLAN NOTES: 1 SLAB -ON -GRADE: A. SLAB: 5" THICK (F'c = 4000 PSI). B. REINFORCEMENT: 6 x 6 - W2.0 x W2.0 WELDED WIRE REINFORCEMENT 1 Y2" BELOW TOP OF SLAB. SEE REINFORCED CONCRETE NOTE #8 FOR FIBER REINFORCING SUBSTITUTION. C. SLAB -ON -GRADE CONTRACTION OR CONSTRUCTION JOINTS: SEE REINFORCED CONCRETE NOTES #15 AND #16 ON SHEET SO.1 FOR CONSTRUCTION OR CONTRACTION JOINT REQUIREMENTS. SEE DETAILS 1 / S2.1, 2 / S2.1 AND 3 / S2.1. DO NOT SAW CUT SLAB AT LOAD BEARING STUD OR SHEAR WALL LOCATIONS. 2. BUILDING FOUNDATION SUB -GRADE TO BE PER REFERENCED GEOTECHNICAL REPORT. COORDINATE PLACEMENT AND COMPACTION REQUIREMENTS WITH GEOTECHNICAL REPORT. COORDINATE VAPOR BARRIER REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. 3. EXTERIOR FOOTINGS MUST BEAR A MINIMUM OF l'-6" BELOW FINISHED GRADE. INTERIOR FOOTINGS MUST BEAR A MINIMUM OF l'-6" BELOW FINISHED FLOOR ELEVATION. 4. 8" MASONRY WALLS (WHERE APPLICABLE): A. WALL: 8" CMU. B. WALL REINFORCEMENT: #5 @ 32" ON CENTER. C. REINFORCEMENT POSITION: CENTER IN MASONRY UNIT CELL IN EACH DIRECTION, UNLESS NOTED OTHERWISE ON THE DRAWINGS. D. HORIZONTAL REINFORCEMENT: #9 WIRE LADDER TYPE @ 16" ON CENTER. E. SEE DETAILS ON SHEET S3.1 FOR ADDITIO NAL REINFORCEMENT REQUIREMENTS. 5. 4" INTERIOR COLD FORMED STEEL WALLS: A. STUDS: 400 S 250 - 54 STUDS @ 6-0" ON CENTER WITH 400 T 250 - 54 TOP CHORD AND 400 T 200 - 54 BOTTOM TRACK. B. SHEATHING: 29 GAGE U-PANELS ONE SIDE UNLESS NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. C. SEE DETAIL 1 B / S4.1 FOR TYPICAL INTERIOR WALL CONSTRUCTION. D. BRACING: 20 GAGE HAT CHANNELS AT MID POINT OF SPAN. SEE NOTE 1 ON 6 SO.2 FOR HAT CHANNEL SECTION PROPERTIES. 6. 4" EXTERIOR COLD FORMED STEEL WALLS: A. STUDS: 400 S 250 - 54 STUDS @ l'-4" ON CENTER IN 400 T 250 - 54 TOP AND BOTTOM TRACK. B. SHEATHING: SHEATH INTERIOR FACE WITH WITH 29 GAGE U-PANELS. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. C. SEE DETAIL 2 / S4.1 FOR TYPICAL EXTERIOR WALL CONSTRUCTION. 7. EXTERIOR WALL WHERE NOTED TO BE METAL PIER AND HEADER SYSTEM BY METAL BUILDING MANUFACTURER. MANUFACTURER TO SUPPLY SEALED CALCULATIONS FOR HEADERS AND PIERS FOR 40 POUNDS PER FOOT. OF LATERAL WIND LOAD AT ROOF LEVEL. 8. SEE DETAIL 5 / S4.1 FOR NON LOAD -BEARING SHEAR WALL (WHERE APPLICABLE) INTERSECTION INTO LOAD -BEARING WALL. 9. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR WALLS, DOOR, DOOR SIZES AND LOCATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR BUILDING ORIENTATION, LOCATION AND SIDEWALK LOCATIONS. ROOF FRAMING PLAN LEGEND: INDICATES NOTE REFERRAL. SEE CORRESPONDING PLAN NOTE. INDICATES SPAN OF ROOF SYSTEM. SEE NOTE 1. L INDICATES INTERIOR WALLS BELOW. INDICATES STRAP BRACING. SEE NOTE 6. INDICATES ELEVATION OF NOTED COMPONENT RELATIVE TO FINISHED FLOOR ELEVATION = 0'-0" ROOF FRAMING PLAN NOTES: 1 ROOF CONSTRUCTION: STANDING SEAM ROOF PANEL (SEE ARCHITECTURAL DRAWINGS FOR SIZES) A. 6" x 2.5" x 16 GAGE Z-PURLINS @ 6-0" ON CENTER MAXIMUM. ATTACH TO VERTICAL STUD WITH (8) #12 SCREWS MINIMUM. SPLICE: (8) #12 SCREWS MINIMUM. B. 4" x 14 GAGE STRAP; SPLICE: (8) #12 SCREWS MINIMUM ATTACH TO TOP OF Z-PURLIN AND TOP TRACK OF STUD WALL WITH (8) #12 SCREWS. 2. EXTERIOR WALL WHERE NOTED TO BE METAL PIER AND HEADER SYSTEM BY METAL BUILDING MANUFACTURER. MANUFACTURER TO SUPPLY SEALED CALCULATIONS FOR HEADERS AND PIERS FOR 40 POUNDS PER FOOT. OF LATERAL WIND LOAD AT ROOF LEVEL. 3. 8" CMU WALL BELOW. 4. SEE ARCHITECTURAL DRAWINGS FOR STANDING SEAM ROOF SYSTEM. 5. 600 S 200 - 68 CONTINUOUS ALONG INSIDE EDGE OF ROOF. SEE ROOF DETAIL. 6. ATTACH Z-PURLIN TO BEAM WITH 4" x 4" x 14 GAGE x 6" LONG METAL CLIPS WITH (8) #12 SCREWS EACH LEG. 7. ADD ADDITIONAL Z-PURLINS AT 2-6" ON CENTER IN CORNER ZONE. PROVIDE ADDITIONAL VERTICAL WALL STUD AT EACH END FOR SUPPORT. STATE OF 44- /0NA Ili U D w 0 LU E 0 �uj 0 Uj Cn - C� z _1 of Z 3: U_X <1 z < _j < > Uj Uj '0 Uj W Cn _j - " < -j LU = < M Q� LU w= 00'-- -wi U_ U I— 0� Z F15 DO U C, 0 Uj <1 0 "_ 0 z of Ld LU C� 0 < Of Loo� < 2 C/) U 010 OZ 0 �U- 0 0 WM coo U� a' aD� :Z:) LU ILE Z 0 UD 3: 10-f XD Su P 10 1 CL, Uj Uj z < ILE C� I- _U < W 1— 8 13 0 sm U_ __j M 1 Of I U Z:� V3 C� 0 Uj W Uj z U_ __j 0 U a- 0 (D LU Q� t z < X w 0 a_ = Uj < - < of LU W U Of a_ LU w Uj LU P_ �_ E W U < XLUIYX <zz:Lu= LI) < M < a- F15 C� 0 �_- > I-1 E 01`� (1) bju ct ;-.4 C) C\ (U f ISSUE: FOR CONSTRUCTION REVISIONS: I I UMBER PROJECT N 201812 DATE 04-03-2019 I I SBEET NUMBER I I I T r' R-4AL I T 1-114.^L ol 170'-0" ol bennett&pless Experience Structural Expertise N Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 2019 Celebrating 55 Years ROOF FRAMING PLAN BLDG. C r4 of Structural Excellence S14 SCALE: Y81, -Off �14 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 C:) - I LO r6 ��. 2 C:) 7� Sim -FOUNDATION PLAN - BLDG. D yff SCALE: 8 = 1 1-011 FINISHED FLOOR EL. = 01-011 8� S4.2 20'-0" 1B XV TYPICAL TOP OF STEEL EL. 10'-01' SLOPE: 3": 10' 1 F C:) 00 TYPICAL S LOPE: 3": 10' TYPICAL\ F P. �:SF4.2:) 135'-0" 7� 101 .2 TOP OF STEEL TOP OF STEEL 1A EL. = 9'-0" TY _P I tCA L TYPICAL J EL. 9'-0" - - - - - - - - - - - - - - - - - - - - - 71 - - - - - - - - - - - - - F - - - - - - - - - - - - T rr 71 X k Uj 41 �Q �2\ *8 x 1 \ y IV H H S5_i'll i� 7 TQ:)Zr E�L"---,l BEAM 0'-0" _�Y A - - - - - - - - - - - - IL - - - - - - U . . . . . . IL . . . . . . I L __P I CAL - - - - - - IL - - - - - 1 P9 1A TOP OF STEEL TOP OF STEEL 8 -1 j S4.1 EL. = 9'-4 Y2" EL. = 9'-4 Y2" 2" 155'-0" ?8 (±) I ROOF FRAMING PLAN - BLDG. D 2 �E) (S1.5 SCALE: Y811 = lf-011 I\-- �) S4.2 111_� TOP OF STEEL EL. = 10'-6" TOP OF BEAM EL. = 10'-6" S511 1A _8 - 1/y2" CV) -1 r- U') Cl) FIRST FLOOR FOUNDATION PLAN LEGEND: INDICATES NOTE REFERRAL. SEE CORRESPONDING PLAN NOTE. S.C.J. INDICATES SLAB CONTRACTION JOINT. SEE PLAN NOTE 1C. INDICATES 4" INTERIOR STUD WALLS. SEE NOTE 5. INDICATES 4" EXTERIOR STUD WALLS. SEE NOTE 6. INDICATES 8" CMU WALLS. SEE NOTE 4. A INDICATES SHEAR WALL OF LENGTH SHOWN ON PLAN (WHERE L = 60, APPLICABLE). SEE SHEAR WALL SCHEDULE ON SHEET SO.2. INDICATES ELEVATION OF NOTED COMPONENT RELATIVE TO FINISHED FLOOR ELEVATION = 0'-0" FOUNDATION PLAN NOTES: 1 SLAB -ON -GRADE: A. SLAB: 5" THICK (F'c = 4000 PSI), B. REINFORCEMENT: 6 x 6 - W2.0 x W2.0 WELDED WIRE REINFORCEMENT I Y2" BELOW TOP OF SLAB. SEE REINFORCED CONCRETE NOTE #8 FOR FIBER REINFORCING SUBSTITUTION. C. SLAB -ON -GRADE CONTRACTION OR CONSTRUCTION JOINTS: SEE REINFORCED CONCRETE NOTES #15 AND #16 ON SHEET SO.1 FOR CONSTRUCTION OR CONTRACTION JOINT REQUIREMENTS. SEE DETAILS 1 / S2.1, 2 / S2.1 AND 3 / S2.1. DO NOT SAW CUT SLAB AT LOAD BEARING STUD OR SHEAR WALL LOCATIONS. 2. BUILDING FOUNDATION SUB -GRADE TO BE PER REFERENCED GEOTECHNICAL REPORT. COORDINATE PLACEMENT AND COMPACTION REQUIREMENTS WITH GEOTECHNICAL REPORT. COORDINATE VAPOR BARRIER REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. 3. EXTERIOR FOOTINGS MUST BEAR A MINIMUM OF V-15" BELOW FINISHED GRADE. INTERIOR FOOTINGS MUST BEAR A MINIMUM OF V-6" BELOW FINISHED FLOOR ELEVATION. 4. 8" MASONRY WALLS (WHERE APPLICABLE): A. WALL: 8" CMU. B, WALL REINFORCEMENT: #5 @ 32" ON CENTER. C. REINFORCEMENT POSITION: CENTER IN MASONRY UNIT CELL IN EACH DIRECTION, UNLESS NOTED OTHERWISE ON THE DRAWINGS. D. HORIZONTAL REINFORCEMENT: #9 WIRE LADDER TYPE @ 16" ON CENTER. E. SEE DETAILS ON SHEET S3.1 FOR ADDITIONAL REINFORCEMENT REQUIREMENTS. 5. 4" INTERIOR COLD FORMED STEEL WALLS: A. STUDS: 400 S 250 - 54 STUDS @ 5'-0" ON CENTER WITH 400 T 250 - 54 TOP CHORD AND 400 T 200 - 54 BOTTOM TRACK. B. SHEATHING: 29 GAGE U-PANELS ONE SIDE UNLESS NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. C. SEE DETAIL 1 B / S4.1 FOR TYPICAL INTERIOR WALL CONSTRUCTION. D. BRACING: 20 GAGE HAT CHANNELS AT MID POINT OF SPAN. SEE NOTE 1 ON 6 SO.2 FOR HAT CHANNEL SECTION PROPERTIES. 6. 4" EXTERIOR COLD FORMED STEEL WALLS: A. STUDS: 400 S 250 - 54 STUDS @ 1'-4" ON CENTER IN 400 T 250 - 54 TOP AND BOTTOM TRACK. B. SHEATHING: SHEATH INTERIOR FACE WITH WITH 29 GAGE U-PANELS. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. C. SEE DETAIL 2 / S4.1 FOR TYPICAL EXTERIOR WALL CONSTRUCTION. 7. EXTERIOR WALL WHERE NOTED TO BE METAL PIER AND HEADER SYSTEM BY METAL BUILDING MANUFACTURER. MANUFACTURER TO SUPPLY SEALED CALCULATIONS FOR HEADERS AND PIERS FOR 40 POUNDS PER FOOT. OF LATERAL WIND LOAD AT ROOF LEVEL. 8. SEE DETAIL 5 / S4.1 FOR NON LOAD -BEARING SHEAR WALL (WHERE APPLICABLE) INTERSECTION INTO LOAD -BEARING WALL. 9. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR WALLS, DOOR, DOOR SIZES AND LOCATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR BUILDING ORIENTATION, LOCATION AND SIDEWALK LOCATIONS. ROOF FRAMING PLAN LEGEND: INDICATES NOTE REFERRAL. SEE CORRESPONDING PLAN NOTE. INDICATES SPAN OF ROOF SYSTEM. SEE NOTE 1. L ::1 INDICATES INTERIOR WALLS BELOW. INDICATES STRAP BRACING. SEE NOTE 6. INDICATES ELEVATION OF NOTED COMPONENT RELATIVE TO FINISHED FLOOR ELEVATION = 0'-0" ROOF FRAMING PLAN NOTES: 1 ROOF CONSTRUCTION: STANDING SEAM ROOF PANEL (SEE ARCHITECTURAL DRAWINGS FOR SIZES) A. 6" x 2.5" x 16 GAGE Z-PURLINS @ 6-0" ON CENTER MAXIMUM. ATTACH TO VERTICAL STUD WITH (8) #12 SCREWS MINIMUM. SPLICE: (8) #12 SCREWS MINIMUM. B. 4" x 14 GAGE STRAP; SPLICE: (8) #12 SCREWS MINIMUM ATTACH TO TOP OF Z-PURLIN AND TOP TRACK OF STUD WALL WITH (8) #12 SCREWS. 2. EXTERIOR WALL WHERE NOTED TO BE METAL PIER AND HEADER SYSTEM BY METAL BUILDING MANUFACTURER. MANUFACTURER TO SUPPLY SEALED CALCULATIONS FOR HEADERS AND PIERS FOR 40 POUNDS PER FOOT. OF LATERAL WIND LOAD AT ROOF LEVEL. 3. 8" CMU WALL BELOW. 4. SEE ARCHITECTURAL DRAWINGS FOR STANDING SEAM ROOF SYSTEM. 5. 600 S 200 - 68 CONTINUOUS ALONG INSIDE EDGE OF ROOF. SEE ROOF DETAIL. 6. ATTACH Z-PURLIN TO BEAM WITH 4" x 4" x 14 GAGE x 6" LONG METAL CLIPS WITH (8) #12 SCREWS EACH LEG. 7. ADD ADDITIONAL Z-PURLINS AT 2'-6" ON CENTER IN CORNER ZONE. PROVIDE ADDITIONAL VERTICAL WALL STUD AT EACH END FOR SUPPORT. E :o� \)\ . ...... No�32427 STATE OF /Z� N., LORIV 04-03-2019 IIJ L'-' U LIJ LL z < < Cf) __j >I-j W_ L LLjj i L umj 0� < L < L=L1 1j) 0 00- U0 '0 Y) ':� En < z Uj Of Z D C) g 0 3: - 0 LLJ 0 < FI) 6 z " j 0 z < (D ou Ic-, LL 0 LL Z LUU) 0 0 u) umj 00- L) U - n D z , I,- zw 0 z >- LU LLJ CL 11� W w LU 3: (')� =') UD 0 2 < Uz < Lij �-- n 1 0 Cj� IL U 0 U C-) u c-i LL _j :I- < U) 0 0 LL] 0� LU U-j Z LL _j C� CL 0 �D LLJ nr� I- c- F-- D:� z < < LU LLJ z C/) a- HE LLJ y < - LLJ < 0- LLJ LLJ LU U 0� U LLJ [__ Lij I-) < D� LU n� Q� I- < z - LLJ C/) D� < M < 0- U) 6 C) �- > E E . (1) th ct ISSUE: FOR CONSTRUCTION REVISIONS: I I UMBER PROJECT N 201812 DATE 04-03-2019 SIffiET NUMBER bennett&pless 10 Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 2019 Celebrating 55 Years of Structural Excellence S105 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 r �.2 r6 ��2 Sm 7 01 220'-0" 1F 7� 20'-0" MAX. 01 7 r!P!l CA L TYPICAL -1 F- ---I F- -1 17- --1 r - - - - - - -1 17- F- 17- F -- - - - - _1 F CD 25 L - - - - - - J TYPICAL L_ L_ _j I- _j L_ _j L _J L _j L_ _j L_ _j L_ _j L_ _j I _____j L-----J 1A F 7 F A -1 F -1 -1 F __1 - F_ 7 F - - - - - -1 F -1 - F L 60' ic V-6" L - - - - j L _j L-----J L _J L - - - - -1 - - - - - - __1 1A (TYP r5 F_ - F 1 - F_ 7 - F_ 8 (6- co T-011 31-011 5 TYPICAL TYPICAL 1A TYP18AL L 90' TL_____ LL---- IL - IL---- L LL ---- IL - - L J lu� L - - - - - J lu� L _J 111� L - - - - I IL L - - - - _j _j __U_N L - - - - ('8 r7 Sim. 1 ��2 . i 7 r*q WMA r6 8� 2 TYPICAL \j H _Aj r7 ,7_.2, EQUAL I EQUAL TYP. " TYP7 EQUAL I EQUAL TYP. " TYP. " TYPICAL e% I I k 1 r_% A -r- I lr% IL 1 r_% I A k I r1% 1 r_% e1% r- SCALE: 220'-0" N ?7 ��2 TOP OF STEEL 2 91-911 _ ' 7 EL. rPI TYPICAL 17 - - - - - 71 - - - - - - TF - - - - - - IT - - - - - - - TI - - - - - - TT - - - - - - IT - - - - - - - TI__ T___7 - - - - - - 17 - - - - - 71 - - - - - - TF __IT - - - - - 71 - - - - - - TF - - - - - - IT - - - - - - - TI - - - - - - 9 c\,4 if 11 1 11 1! 1! H If L- - - - - - V ?b 0 co w w M 0 I! !I II II if if I (1) _J 5 11 1A 11 co I 1 11 11 11 5 11 11 11 11 11 AF TYPICAL TYPICAL 7 - - - - - - - - - - - - IL - - - - - - 11 - - - - - - Ij - - - - - - IL - - - - - - _____IL - - - - - - il - - - - - -- IL - - - - - - Ii -- - - - - - il - - - - - - IL - - - - - - IL - - - - - - - - - - - - J� --- - - - - TOP OF STEEL ��j TYPICAL 0j EL. 9'-6" TYPICAL ROOF FRAMING PLAN BLDG. E � �_2 Y11 = it SCALE: 8 -off 220'-0" 2 7 � TYPICAL 20'-0" MAX. 0 7 _\ TYPICAL r6 S2.2 r7 co Eno lk ll�6 FIRST FLOOR FOUNDATION PLAN LEGEND: INDICATES NOTE REFERRAL. SEE CORRESPONDING PLAN NOTE. S.C.J. INDICATES SLAB CONTRACTION JOINT. SEE PLAN NOTE 1C. INDICATES 4" INTERIOR STUD WALLS. SEE NOTE 5. INDICATES 4" EXTERIOR STUD WALLS, SEE NOTE 6. INDICATES 8" CMU WALLS. SEE NOTE 4. INDICATES SHEAR WALL OF LENGTH SHOWN ON PLAN (WHERE L = 60, APPLICABLE). SEE SHEAR WALL SCHEDULE ON SHEET SO.2. INDICATES ELEVATION OF NOTED COMPONENT RELATIVE TO FINISHED FLOOR ELEVATION = U-131" FOUNDATION PLAN NOTES: 1 SLAB -ON -GRADE: A. SLAB: 5" THICK (F'c = 4000 PSI). B. REINFORCEMENT: 6 x 6 - W2.0 x W2.0 WELDED WIRE REINFORCEMENT 1 Y2" BELOW TOP OF SLAB. SEE REINFORCED CONCRETE NOTE #8 FOR FIBER REINFORCING SUBSTITUTION. C. SLAB -ON -GRADE CONTRACTION OR CONSTRUCTION JOINTS: SIM.(' 7� SEE REINFORCED CONCRETE NOTES #15 AND #16 ON SHEET SO.1 FOR CONSTRUCTION OR CONTRACTION JOINT REQUIREMENTS. t SEE DETAILS 1 / S2.1, 2 / S2.1 AND 3 / S2.1. DO NOT SAW CUT SLAB AT LOAD BEARING STUD OR SHEAR WALL LOCATIONS. 2. BUILDING FOUNDATION SUB -GRADE TO BE PER REFERENCED GEOTECHNICAL REPORT. COORDINATE PLACEMENT AND COMPACTION REQUIREMENTS WITH GEOTECHNICAL REPORT. COORDINATE VAPOR BARRIER REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. S4.2 3. EXTERIOR FOOTINGS MUST BEAR A MINIMUM OF V-6" BELOW FINISHED GRADE. CD INTERIOR FOOTINGS MUST BEAR A MINIMUM OF l'-6" BELOW FINISHED FLOOR ELEVATION. 4. 8" MASONRY WALLS (WHERE APPLICABLE): A. WALL: 8" CMU. B. WALL REINFORCEMENT: #5 @ 32" ON CENTER. I \4� C. REINFORCEMENT POSITION: CENTER IN MASONRY UNIT CELL IN EACH DIRECTION, UNLESS NOTED OTHERWISE ON THE DRAWINGS. D. HORIZONTAL REINFORCEMENT: #9 WIRE LADDER TYPE @ 16" ON CENTER. E. SEE DETAILS ON SHEET S3.1 FOR ADDITIONAL REINFORCEMENT REQUIREMENTS. 5. 4" INTERIOR COLD FORMED STEEL WALLS: A. STUDS: 400 S 250 - 54 STUDS @ 6-131" ON CENTER WITH 400 T 250 - 54 TOP CHORD AND 400 T 200 - 54 BOTTOM TRACK. B. SHEATHING: 29 GAGE U-PANELS ONE SIDE UNLESS NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. C. SEE DETAIL I B / S4.1 FOR TYPICAL INTERIOR WALL CONSTRUCTION. D. BRACING: 20 GAGE HAT CHANNELS AT MID POINT OF SPAN. SEE NOTE 1 ON 6 SO.2 FOR HAT CHANNEL SECTION PROPERTIES. 6. 4" EXTERIOR COLD FORMED STEEL WALLS: A. STUDS: 400 S 250 - 54 STUDS @ V-4" ON CENTER IN 400 T 250 - 54 TOP AND B0170M TRACK. B. SHEATHING: SHEATH INTERIOR FACE WITH WITH 29 GAGE U-PANELS. SEE SHEAR WALL SCHEDULE FOR U-PANEL SECTION PROPERTIES. C. SEE DETAIL 2 / S4.1 FOR TYPICAL EXTERIOR WALL CONSTRUCTION. 7. EXTERIOR WALL WHERE NOTED TO BE METAL PIER AND HEADER SYSTEM BY METAL BUILDIN M NUFACTURER. MANUFACTURER TO SUPPLY SEALED CALCULATI NS __1 17- r- __1 F_ F -1 r - - - - - - 1 F- -1 F- __1 F- 5 -il L - - - - L - - - - L_ _J I I L - - - - _1 L I Ifl 1 1:1 1-1 1-1 1 r6 --I F F-----7 L - - - - j L ___J IL-----J IL - - - - J j L - - - _J ]L-----J I L - - - - 7� r r - - - - - - 8 1A V-6" (TYP cn* L 120' 1 1 1 1 TYPICAL C:) 4 1 T-O" 1 Ifl 1 11 1 1 1 1 1:1 31-011 5 4 r5 1 31-0" 1A 5 V-6" (TYP.) I I IV 1:1 1-1 1-1 1 1 1 1 ___J L I L L L L J L - - - - jL___- _J F Ll ____ L -J -I- - -ki I - _j L- - - - _j L- - - j - L - - - IL I ------jj t H L - - - - 6 -2 /TYPICAL 8 1B TYPICAL ix, 11 X 11 7 Sim. \% 7 I'l Al EQUALEQUAL 19K le TYP. 11 TYP. EQUALEQUAL ,le TYP. 194 TYP. lip, TYPICAL r-.01% 1 1 1k I r% A -r11.0% & I r% I A Ik I r"% 1 r1% A"% r- SCALE: 220'-0" N r L__� 7 ��2 TOP OF STEEL EL. = 10'-0" rr - - - - - - - r F - - - - - -- 1T - - - - - - rr_ I - - - - - -- IT rr'- _T f - - - - - -- 1T 0 rr- -11 - - - - - - 7 - - - - - - rF - - - - - - T r - - - - - - 7 - - - - - - IF - - - - - - 7 1- 71\7 '7 y1A (P \TY, P I AL -1 F_ -1 F_ II- C) C) b w w 3 w 0 0 \TYP,, CAL 0 Fn TYPICAL TYPICAL IL ------- X 7 if U_ _LL - - - - - - - U - - - - - - U - - - - - - -- 11 - - - - - --- 1i - - - - - - U - - - - - - - L,L - - - - - - - LL - - - - - - if - - - - - - - U - - - - - - LL_ - - - - - - LL - - - - - -- I L - - - - - - TOP OF STEEL TYPICAL EL. = 9'-0" ROOF FRAMING PLAN BLDG. FrT� N Y11 = if -,\Sl �-6 SCALE: a -oil SIM. 8 ��2 T 9 0 ROOF LEVEL. 8. SEE DETAIL 5 / S4.1 FOR NON LOAD -BEARING SHEAR WALL (WHERE APPLICABLE) INTERSECTION INTO LOAD -BEARING WALL. 9. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR WALLS, DOOR, DOOR SIZES AND LOCATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR BUILDING ORIENTATION, LOCATION AND SIDEWALK LOCATIONS. ROOF FRAMING PLAN LEGEND: INDICATES NOTE REFERRAL. SEE CORRESPONDING PLAN NOTE. INDICATES SPAN OF ROOF SYSTEM. SEE NOTE 1. INDICATES INTERIOR WALLS BELOW. INDICATES STRAP BRACING. SEE NOTE 6. INDICATES ELEVATION OF NOTED COMPONENT RELATIVE TO FINISHED FLOOR ELEVATION = 0'-0" ROOF FRAMING PLAN NOTES: 1 ROOF CONSTRUCTION: STANDING SEAM ROOF PANEL (SEE ARCHITECTURAL DRAWINGS FOR SIZES) A. 6" x 2.5" x 16 GAGE Z-PURLINS @ 6-0" ON CENTER MAXIMUM. ATTACH TO VERTICAL STUD WITH (8) #12 SCREWS MINIMUM. SPLICE- (8) #12 SCREWS MINIMUM. B. 4" x 14 GAGE STRAP; SPLICE: (8) #12 SCREWS MINIMUM ATTACH TO TOP OF Z-PURLIN AND TOP TRACK OF STUD WALL WITH (8) #12 SCREWS. 2. EXTERIOR WALL WHERE NOTED TO BE METAL PIER AND HEADER SYSTEM BY METAL BUILDING MANUFACTURER. MANUFACTURER TO SUPPLY SEALED CALCULATIONS FOR HEADERS AND PIERS FOR 40 POUNDS PER FOOT. OF LATERAL WIND LOAD AT ROOF LEVEL. 3. 8" CMU WALL BELOW. 4. SEE ARCHITECTURAL DRAWINGS FOR STANDING SEAM ROOF SYSTEM. 5. 600 S 200 - 68 CONTINUOUS ALONG INSIDE EDGE OF ROOF. SEE ROOF DETAIL. 6. ATTACH Z-PURLIN TO BEAM WITH 4" x 4" x 14 GAGE x 6" LONG METAL CLIPS WITH (8) #12 SCREWS EACH LEG. 7. ADD ADDITIONAL Z-PURLINS AT 2'-6" ON CENTER IN CORNER ZONE. PROVIDE ADDITIONAL VERTICAL WALL STUD AT EACH END FOR SUPPORT. bennett&pless 10 Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1954 - 2019 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 Z No. 32427 0 ...Pf V111. 04-03-2019 Uj 111 GJ �2 = 0 cy- Uj D Uj 0 Uj Of ZO 0 -i >- Uaj Uj U < w, 1� <7- uujj u, <1 =_ = �=_ 00 w 0 '0 0 CD C/) 0 U- , NJ a,- E D, af Uj < E 2 �- - 6 < E 0 M>- Fzj con- V5 o� a- u 0 u 0 U C� U_ __j < Z 1�� R �U_j �,L_j z Z 'E'- _4 Lou ru)f CL_ 0 (D W a- U C/) nr wuju UUJ < w Fy Cn t < 11� w Of Of < z < M < a- 0 0 V to ct ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 SHEET NUMBER S1196 q. OF SAW CUT Y8" WIDE JOINT SAW CUT TO Y4DEPTH OF SLAB SEE PLAN FOR SLAB DEPTH 1 Y2" CLEAR T W.W.R. SLAB -ON -GRADE AND SEE 140TE 2 REINFORCEMENT (TYPICAL) (SEE PLAN) NOTES: 1. JOINT IN SLAB TO BE SAW CUTAS SOON AS THE CONCRETE WILL SAFELY SUPPORT WORKERS AND EQUIPMENT. 2. SUPPORT REINFORCEMENT WITH CONCRETE BRICKS OR SPECIALIZED ACCESSORY FOR SUPPORT BEARING ON GRADE. DETAILOF TYPICAL SAWN CONTRACTION JOINT AT SLAB ON GRADE SCALE: NONE SECOND SLAB POUR FIRST SLAB POUR T PNA DIAMOND DOWEL SYSTEM @18" (DIAMOND Y4x4Y2x 0'-4 Y2) 1 Y2" CLEAR TO W.W.R. S2.1 SEE PLAN - EQ. FOR SLAB 4'1 DEPTH EQ. L SLAB -ON -GRADE AND SEE NOTE 1 (TYPICAL) REINFORCEMENT (SEE PLAN) NOTES: 1. SUPPORT REINFORCEMENT WITH CONCRETE BRICKS OR SPECIALIZED ACCESSORY FOR SUPPORT BEARING ON GRADE. DETAILOF TYPICAL CONSTRUCTION JOINT AT SLAB ON GRADE SCALE: NONE S2.1 -Off 4 x 10 x 0'-10 BASE PLATE 'TEEL COLUMN SEE PLAN) 4) 3/4" 0 EXPANSION ANCHORS VITH 9" MINIMUM EMBEDMENT NOTES: 1 . INSTALL EPDXY ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SEE DETAIL 5 / S2.1 FOR EPDXY ANCHOR BASE PLATE AND LEVELING NUT ASSEMBLY. 3. SEE 7 S2.1 FOR SECTION THRU COLUMN ON SPREAD FOOTNG. DETAILOF TYPICAL BASE PLATE LAYOUT AT SPREAD FOOTING 6 SCALE: NONE �S2.1 Y4x 12 x V-0 BASE PLATE (SEE COLUMN SCHEDULE) C.0 (0 12" CONCRETE WALL HSS4x4X3/ 16COLUMN (SEE COLUMN SCHEDULE) o I - (i 16" x 16" CONCRETE PIER REINFORCED WITH (4) #7 VERTICAL WITH MATCHING DOWELS INTO FOOTING AND #3 TIES @ 12" ON CENTER 2" (TYPICAL) NOTES: 1. SEE DETAIL 6 S2.1 FOR ADDITIONAL BASE PLATE AND ANCHOR ROD INFORMATION. SECTIONOF 16" x 16" CONCRETE PIER SCALE: Y411 = if-Olf 10 S2.1 STEEL COLI (SEE PLAN) rL OF COLUMN BASE PLA7 (SEE COLL SCHEDULE PLAN DETAIL OF TYPICAL CONSTRUCTION JOINT AT SLAB ON GRADE SCALE: NONE STEEL COLUMN (SEE PLAN) SEE DETAIL 6 1 S21 FOR COLUMN BASE PLATE AND ANCHOR SIZE 4" MINIMUM CONCRETE COVER AROUND COLUMN I Y2" NON -SHRINK GROUT AND BASE PLATE FINISH FLOOR l'-6" MINIMUM AT VA" MINIMUM AT EXTERIOR COLUMNS. . 4 EXTERIOR COLUMNS. l'-O" MINIMUM AT 4 4 41 INTERIOR COLUMNS 4 7" MINIMUM AT INTERIOR COLUMNS � �V4 1 4 4 4 4:� SEE PLAN FOR FOOTING SIZE AND REINFORCEMENT SECTION THRU COLUMN ON SPREAD FOOTING 7 SCALE: Y4" 1 1-011 EDGE OF CONCRETE Y2" PREMOLDED EXPANSION JOINT EXTERIOR PAVING (SEE CIVIL) #4 @ 18" o.c. if -011 T W.W.R. (SEE PLAN) 11-211 TOP OF SLAB SEE PLAN U-) IHI I 1::::::l 11 11-611 (3) # 4 CONT. TOP AND BOTTOM SECTION THRU SLAB EDGE AT STOREFRONT 11 SCALE: Y411 = 11-Off S2.1 OF COLUMN OF COLUMN EDGEOF SLAB COLUMN ISOLATION JOINT COLUMN ISOLATION F-\_ JOINT - — - — - — - — - — - — — - — - STEEL COLUMN IL OF (SEE PLAN) COLUMN BASE PLATE C A WE L M (SEE COLUMN IL SCHEDULE) (2) #4 BARS x T-0" (2) #4 BARS x T-0" INTERIOR COLUMN EXTERIOR COLUMN DETAILOF TYPICAL COLUMN ISOLATION JOINTS 4 SCALE: NONE S2.1 HSS COLUMN (SEE PLAN) TYPICA L /�Yl 6 4 (3) #3 TIES @ 2" o.c #3 TIES @ 12" o.c. SEE FOOTING SCHEDULE FOR SIZE AND REINFORCEMENT SEE DETAIL 10 S2.1 FOR ADDITIONAL INFORMATION 4 16" x 16" CONCRETE PILASTER (4) #7 VERTICAL , � 1: (2) TIES MINIMUM I 4 IN FOOTING A, 4 6. 1 4� SECTIONTHRU COLUMN ON CONCRETE PILASTER 8 SCALE: Y411 1 1-011 S2.1 EDGE OF CONCRETE Y2" PREMOLDED EXPANSION JOINT EXTERIOR PAVING 11� (0 I #4 @ 18" o.c. T-011 X21f W.W.R. (SEE PLAN) 11-21 rl TOP OF SLABgk - SEE PLAN 0 --:I 1 1 (3) # 4 CONT. TOP V-6 AND BOTTOM SECTIONTHRU EXTERIOR WALL FOOTING 12 SCALE: Y411 = 1 #-Off S2.1 % x 2 x 0'-2 PLATE WASHERS ABOVE AND BELOW BASE PLATE (SEE NOTE 2) ANCHOR ROD HOLES (SEE NOTE 1) 5" MINIMUM 1 Y2" NON SHRINK GROUT PROJECTION AL PROVIDE LEVELING NUT EPDXY ANCHOR EMBEDMENT. SEE 6 S2.1 EPDXY ANCHOR ROD (SEE �4 COLUMN SCHEDULE FOR 6 < r ADDITIONAL INFORMATION) NOTES: 1 . PROVIDE ANCHOR ROD HOLES CONFORMING TO TABLE 14 - 2 (AISC STEEL 2. PROVIDE WASHERS CONFORMING TO TABLE 14 - 2 (AISC STEEL CONSTRUCTION MANUAL). DETAIL OF EPDXY ANCHOR ROD ASSEMBLY 5 SCALE: NONE _,�S2.1 ATTACH STUD TO TRACK AT WALL ENDS WITH (2) #12 SCREWS EACH SIDE. ATTACH ALL OTHER STUDS TO TRACK WITH (1) #12 SCREW EACH SIDE. W.W.R. (SEE FOUNDATION PLAN NOTE #1 B) TOP OF SLAB COLD FORMED METAL STUD WALL (SEE PLAN) ATTACH INTERIOR TRACKS TO SLAB WITH %" 0 EXPANSION ANCHORS WITH 3 X8" EMBEDMENT @ 30" o.c. (LOCATE ADJACENT TO STUD) '-r SEE PLAN 69( X X< 4 4 T7 NT_7T_ I-- _— I I-- 7771� WIT-F-F- 11-611 01 OF TYPICAL INTERIOR STUD WALL SECTION CONNECTION TO SLAB ON GRADE r9 \�S2.1 SCALE: Y411 1 1-011 EDGE OF CONCRETE Y2" PREMOLDED :—EA @ 18" o.c. EXPANSION JOINT 31-011 Y211 W.W.R. (SEE PLAN) EXTERIOR PAVING V-2" (SEE CIVIL) TOP OF SLABjIk LO I- t -17177 4 L (3) # 4 CONT. TOP I 'I IRI r= I —III — A ND BOTTOM 11-2" 4f' 11-611 SECTION THRU EXTERIOR WALL FOOTING SCALE: 3/411 11-011 --Jl �S21 bennett&p1ess 10 Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1-964 - 2019 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 No, 32427 ST.,%TE OF Q R 10 .......... NAL 04-03-2019 U J U :,D C/) C �s w 0 Of z Of Z' < 0, 0- < < w < T, 00 L_U 0,U8 _=M<O�U-00 10 [-- < D 0, Z yj C<E 0 :2 �T_- 0 Ir:" :0:) 0 z w 0 z 0, Uj Z' Z' - 0-, , z �=_ Lf,)) 0 0 0 Fo- LOL Z < U w 0 , z " F- U 00- 0 -0 ffi D U z z Uj z W IL 11� = w zj W-) U 3< ffi �D- �- L- 02 w Z of a- U 0 U C) U c� LL __J 0 w C� 0 Uj of Uj a- z _j C� U < Uj 0� a- a� < C, < Uj Of LU a_ < — < 0 a < cr- Uj LU U Ct� Uju U < < Uj cl� Q� z - Ln ch F_ I— < M < a- F15 0 0 1— >w F- C� C� ct C) UF 1% ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 04-03-2019 SUEET NUMBER S20 1 SEE ARCHITECTURAL DRAWINGS SEE CIVIL SLOPE #5 @ 6" o.c. DOWELS FLOOR 10'-8 OF FOOTING 11'-8 < 4 . A , 16 4. I 1-1 1 7---777- . ---r < CONCRETE SLAB ON I METAL DECK (SEE PLAN) SECOND FLOOR OIL EL. 0'-0" 4 *00 5 X 5 X % CONT. WITH Y2" 0 5" EMBED. SCREW ANCHORS @ 12" o.c. 4 #5 @ 12" o.c. EACH WAY, 4 EACH FACE 7 #5 @ 12" o.c. DOWELS b 4 4 CONT. KEY WAY < 1 WITH WATER STOP Z 4 0 U*) U) Uj Z 4 w CIO I wl --- Flk _77 :4 I LAB REINFORCEMENT . . I . r . < . OT SHOWN FOR LARITY A I-- SEE PLAN FOR FOOTING 31-011 11-011 1 f-0 'I REINFORCEMENT /I SEE PLAN SECTIONTHRU EXTERIOR WALL BUILDING A SCALE: Y411 = 1 I-Olf NOTES: 1. SEE GEOTECHNICAL REPORTAND FOUNDATION NOTE 5 ON SO.1 FOR BACKFILL REQUIREMENT FOR CANTILEVERED RETAINING WALL. i An — EDGE OF CONCRETE 0 x 4" EXPANSION ANCHOR @ 2'-0" o.c. Y2" PREMOLDED EXPANSION IOINT EXTERIOR PAVING (SEE CIVIL) (0 N CD 0 z w F_ L) < w w METAL STUDS (SEE PLAN) #4 @ 18" o.c. 31-011 Y211 W.W.R. (SEE PLAN) 11-21' TOPOFSLABOL SEE PLAN T .4 (0 4 (4) # 4 CONT� (3) # 4 CONT. 11-611 THRU EXTERIOR WALL SECTION FOOTING AT BUILDINGS B G SCALE: Y41T 11-011 C%4 6 S2.2 SEE ARCHITECTURAL DRAWINGS PROVIDE HOOKED BARS INTO BOND BEAM 8" CMU BOND BEAM WITH (2) #5 BARS CONT. (PROVIDE CORNER BARS) 77 7;= 8" CMU BLOCK WITH #5 BARS @ 16" o.c. VERTICALLY AND HORIZONTAL LADDER REINFORCEMENT @ 16" o.c. NOTE: SEE ARCHITECTURAL AND CIVIL PLANS FOR LOCATION AND D IMENSIONS OF DUMPSTER WALLS MATCHING DOWELS AT EACH VERTICAL BAR. SEE 3 / SO.2 FOR TENSION LAP SPLICE LENGTH. Y2" PRE -MOLDED EXPANSION JOINT MATERIAL EXTERIOR PAVEMENT 777TF7 (SEE CIVIL) —11 M1 I 1EE 4 < A =111EE111 (4) #5 BARS, TOP AND BOTTOM #5 BARS TOP AND BOTTOM @ 12" o.c. 3v-611 SECTION THRU EXTERIOR DUMPSTER WALL 10 SCALE: NONE gk SECOND FLOOR EL. 0'-0" SEE ARCHITECTURAL DRAWINGS SEE CIVIL A CONCRETE SLAB ON METAL DECK (SEE PLAN) D L 5 X 5 X % CONT. WITH Y2" 0 X 5" EMBED. SCREW ANCHORS @ 12" o.c. L, J S L OPE 311 #5 @ 12" o.c. EACH WAY, EACH FACE LEDGE EL. VARIES SEE WALL ELEVATION 4 #5 @ 12" o.c. #5 @ 12" o.c. DOWELS #5 @ 6" o.c. DOWELS 4 CONT. KEY WAY < C,4 WITH WATER STOP A Z co FIRST FLOOR a 0 LO EL. -10'-8 LJJ Z w < w (n TOP OF FOOTING 4i L < - 1� . EL. -11'-8 1-. . �d 0 4 It . . LAB REINFORCEMENT 4 OTSHOWNFOR -2 -&-1 4 LARITY I I 1EI 4 4 6 . 7-- _LT _1 I SEE PLAN FOR FOOTING 31-011 11-011 1 f-Off REINFORCEMENT loe elk e 11� SEE PLAN SECTIONTHRU EXTERIOR WALL - BUILDING A � �2 SCALE: Y411 = 1 1-011 �2 - �2 NOTES: 1. SEE GEOTECHNICAL REPORT AND FOUNDATION NOTE 5 ON SO. 1 FOR BACKFILL REQUIREMENT FOR CANTILEVERED RETAINING WALL. EDGE OF CONCRETE Y2" PREMOLDED EXPANSION JOINT #4 @ 18" o.c. 31-011 _j Xff W.W.R. (SEE PLAN) 0 (SEE CIVI CINI EXTERIOR PAVING C14 1'-2" I % TOP OF SLAB OL A Aj - �)( In , - . 4�� L0 F- 7111 1 1E1 I (0 F w (4) # 4 CONT. I I— I 1E1 I LEI I I — (3) # 4 CONT. THRU EXTERIOR WALL SECTIONFOOTING AT BUILDINGS B - G SCALE: Y411 1 I -Off 1\ S2.2 SWINGING DOOR BY OTHERS (SEE ARCHITECTURAL DRAWINGS) (3) #3 TIES AT 2" ON CENTER, (2) ADDITIONAL TIES EQUALLY SPACED IN PIER EXTERIOR PAVEMENT (SEE CIVIL) CC FOUNDATION SIZE AND REINFORCEMENT TO MATCH WALL BEYOND. EXTEND WALL FOUNDATION 2'-2" BEYOND COLUMN CENTERLINE. M; im rffl�'��_Pkqj 6'-0" MAX - SEE ARCH (8) #6 VERT. (3 EACH FACE) (4) #5 EACH WAY, TOP AND BOTTOM (2) #3 TIES @ 2" o.c. AT lf-811 BOTTOM OF POST 4'-0" SQUARE SECTION THRU DUMPSTER GATE SCALE: Y411 11-Off ry < w C) 0) CONCRETE SLAB ON METAL DECK (SEE PLAN) gk SECOND FLOOR T EL. 0'-0" r , 11 TOP OF WALL EL. VARIES 'r SEE WALL ELEVATION SEE 1 / S2.3 SEE ARCHITECTURAL DRAWINGS SEE CIVIL SLOPE 4. 3"; SLOPE LEDGE EL. VARIES SEE WALL ELEVATION SEE 1 S2.3 3'v %,4 < 4 .4 TYPICAL EXTERIOR FRAMING (SEE PLANS) #5 @ 12" o.c. EACH WAY, EACH FACE WITH MATCHING DOWELS. SEE 2 S2.2 FOR CONTINUATION 911 � NOTES: 1. SEE GEOTECHNICAL REPORT AND FOUNDATION NOTE 5 ON SO.1 FOR 2. SEE GENERAL NOTE NUMBER 6 ON SHEET SO.1 FOR CONTRACTORS RESPONSIBILITY FOR SHORING AND ERECTION. SECTIONTHRU EXTERIOR WALL BUILDING A r 3 SCALE: Y4" 1 1-011 \,S2.2' EDGE OF CONCRETE #4 @ 18" o.c. Y2" PREMOLDED 11-011 114" 11-811 EXPANSION JOINT 11-211 W.W.R. (SEE PLAN) EXTERIOR PAVING 04 (SEE CIVIL) TOPOFSLABOL SEE PLAN \iw C.0 F 1 (3) # 4 CONT. 1-611 ITS r 8 SECTIONTHRU EXTERIOR FOOTING AT ADA UN SCALE: Y41f 1 1-011 S2.2 CONCRETE SLAB ON SEE ARCHITECTURAL METAL DECK (SEE PLAN) DRAWINGS SEE CIVIL *4 x 3'-0" @ 18" o.c. OR U SECOND FLO EL. 0'-0" Z_ 5 x 5 x % CONT. WITH Y2" 0 x 5" EMBED. SIMPSON TITEN HD @ 12" o.c. SEE 1 / S2.2 FOR CONTINUATION SECTIONTHRU WALL BUILDING A EXTERIOR - SCALE: Y411 = 11-011 S2.2 2 �_2 8" CMU (SEE PLAN FOR MATCHING DOWELS AT EACH REINFORCEMENT) VERTICAL BAR. SEE 10 / SO.2 FOR TENSION LAP SPLICE LENGTH W.W.R. (SEE FOUNDATION PLAN NOTE #1B) Aj TOP OF SLAB 'T SEE PLAN 4 LO (2) #5 CONT. #5 @ 16" o.c. REINFORCEMENT 'o, EQ. ol EQ. TRANSVERSE LAYER SUPPORT 21-011 "o, (SEE NOTE 1) Jo ol NOTES: 1 PROVIDE CONCRETE BRICKS OR SPECIALIZED ACCESSORY FOR SUPPORT BEARING ON GRADE FOR LOWER LAYER. MAXIMUM SPACING = 36" THICKENED SLAB FOOTING SECTION AT INTERIOR CMU WALL SCALE: Y411 11-011 ol 121-011 .2, 9 41-0" 11-9" V-91, C) TYPiCAL -1 C14 60 41-011 V zXXXzXXXXXEM-771 Cl) =�_ L T DUMPSTER ENCLOSURE FOUNDATION PLAN SCALE: Aff 11-011 V.. 4�� "', *.." I 2. N 3 27 . : Ib 04-03-2019 Uj LLj LL, C)f U !D LL' (D Uj LLJ 0 Of OL) 0 __j < _j Lau- Ly LL_ Uj L U U) L < w = 0,-- LU o- Q2 ]_ T �_ 0 , _L - w L 6 5, 0-� LXU Uw !1' of um < E U 12 0 LU U 0 U n 0 L_ _j 2:: C� Uj Elf Uj aj U Z LL _j 0 U I of (_ < Uj Uj z < C) LU ' V) =-I< LU 'j �= LU U Of U ELW�_<L Qfwu , [-- < z < LLQ!� w of 0� X < cn < IL 6 0 F-- > F- M 0 [L Uj ct C) U bennett&pless Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 2019 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 $700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 IAO I ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 04-03-2019 SBEET NUMBER 961-011 L' 181-011 1 8f-011 181-0" 181-011 231-91' 1 TOP OF WALL (TYPICAL) GRADE(SEE CIVIL DWGS.) 3#1 0 1 Y2" DAP OUT -1 1 CD C" F_ 7 04 F� 00 C14 ------------------- --------------------- F_ PHASE 11 CORRIDOR EXTENSION TOP OF SLAB (SEE 3 / S2.3 FOR ADDITIONAL 101-21' REINFORCEMENT) NORTH FOUNDATION WALL ELEVATION - BLDG. A /111-1- Yvi = it '�, S2.3 SCALE: M -oil 131'-9" SECOND FLOO EL. = 0'-0" TOP OF FOOTING (SEE PLAN) FIRST FLOOR EL. = -10'-8" �_r TOP OF FTG. J, EL. = -111-811 331-9f' 281-01f 26f-Off 261-01f 181-011 A FACE OF BRICK 0 C) TOP OF WALL SECOND FLOO RA -1 CISI (TYPICAL) C:) GRADE(SEE OIL -1 CIVIL DWGS.) CN C> LEDGE 'f EL. = 0'-0" (TYPICAL) 0 TOP OF FOOTING -1 (SEE PLAN) C141 C) 4 FIRST FLOOR — — — — — --- — — — — — — — — — — — — — �41 — — — -- — — — — — — — — C) --- — — — — — — — — — — — — — — — — "F EL. = -10'-8" OL TOP OF FTG. F TOP OF SLAB C)OI 'T EL. = -1 lf-811 121-011 261-0f' 261-011 261-011 26f-Ot' 161-0f' SOUTH FOUNDATION WALL ELEVATION - BLDG. A y1V = 11 SCALE: a -oil 2) #7 x 12'-0" LONG EACH FACE CENTERED OVER PHASE 11 CORRIDOR C) -1 C=14 1011 TOP OF FOOTING EL. = - 1 l'-8" 231-911 121-011 \Y 3" CLR. (2) #4 x 48" DIAGONAL (TYP.) EACH SIDE SECOND FLOOR EL. = 0'-0" (2) #7 ADDITIONAL EACH FACE, EACH EDGE WITH MATCHING DOWELS I FIRST FLOOR -J'H — — j _EL. = -10'-8" 4 5-011 1 101-211 ELEVATIONOF ADDITIONAL REINFORCEMENT AT PHASE 11 CORRIDOR SCALE: YR" = 1'-0" 3 S2.3 00 bennett&pless 10 Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 2019 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 ;fA .......... '4 No, 322427 11� ATE OF -t? fl C) R S) .. �01VA 04-03-2019 LU 'U LU ch , U 7) N LU 0 LU 0 ZD Ir < Z >_ < 0-i <ZEU < Elf < _j wc- WT L < LU 0 , , w i I - - � - 0 Lo' U0 '0 M < LU :::c 0 �- �:- �- < []� =1 < Z Z D C) 3: t o Z: [I' LLJ 0 (f) E LLJ 1� 0 < v/3 6 =) z V) LLJ z 0 0 0 0 Z L L Z �_: N � -_ F) U 0 L'U 00- Df=)Uo Z z Z LU 00 U >_ LLT 'L'1_j [)f =Z) Z LLJ Cf) I— "� 0 Uj qj rK =U) LL of U < Lu C� C c)� a- u 0 u C� LLILJ z '/5 U < 0 0 LLJ a LU LLI Z LL _j 0 M 0 (D Of a- �- [K Z < E < W W L) Z LU IL Lij — < — E < V) = [L LLJ < LLI LU Uj U a U LU z LIJ U < Of LU Qf X F_ < z — = V) LLI Cf < M < IL F) 6 0 �- __�> �- E Q a) C) U It I I ISSUE: FOR CONSTRUCI71ON 11 PROJECT NUMBER 201812 DATE 04-03-2019 I I SHEET NUMBER I I S203 FULLY GROUTED BOND BEAM (AT TOP AND BOTTOM OF WALL) SEE PLAN AND SECTIONS FULLY GROUTED CELLS AT REINFORCEMENT PROVIDE HOOKED DOWELS INTO BOND BEAM. DOWEL SIZE AND SPACING IS THE SAME AS DETAILED VERTICAL REINFORCEMENT GROUTING PROCEDURE: 1. CONSTRUCT WALL TO A HEIGHT OF 64". -a" 2. ALLOW MORTAR TO SET SUFFICIENTLY TO WITHSTAND GROUT PRESSURE. 3. INSPECT UNITS FOR ALIGNMENT. 4. CLEAN OUT CELLS TO BE FILLED. 5. FILL CELLS TO 1 Y2" BELOW TOP COURSE. CELL REINFORCEMENT 6. DELAY THREE TO FIVE MINUTES PRIOR TO (SEE PLAN AND SECTIONS) CONSOLIDATING TO ALLOW WATER TO BE ABSORBED BY MASONRY. SPLICE BARS PER "STRUCTURAL LOAD BEARING MASONRY" NOTES 9 GAGE WIRE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. DOWELS TO MATCH VERTICAL REINFORCEMENT WALL FOOTING DETAIL OF TYPICAL REINFORCED CMU WALL CONSTRUCTION r 1 1 SCALE: NONE �, S3.1 TYPICAL WALL 1, , TYPICAL WALL VERTICAL VERTICAL REINFORCEMENT REINFORCEMENT ADDED OPLNINU ADDED OPENING REINFORCEI.1-141 REINFORCEMENT @ 8" ON CENTER @ 8" ON CENTER 8" CMU WALL (SEE PLAN) (SEE PLAN) 8" CMU WALL —j ,WALL OPENING 8" LINTEL BEARING�/ 8" LINTEL BEARING ADDITIONAL VERTICAL REINFORCEMENT AT OPENINGS ADDITIONAL REINFORCEMENT SCHEDULE OPENING SIZE ADDED REINFORCEMENT (EACH SIDE) OPENING < 4'-0" (2) #5 @ 8" o.c. 4'-0" < OPENING:5 12'-0" (3) #5 @ 8" o.c. T A A TOP OF WALL BOND BEAM BLOCK BOND BEAM REINFORCEMENT (2) #5 (ONE EACH CELL) TYPICAL AT ENDS UNLESS NOTED OTHERWISE END REINFORCING DETAIL 7kWOWN F1161LA (3) #5 (ONE EACH CELL) TYPICAL AT CORNERS UNLESS NOTED OTHERWISE P ELEVATION MINIMUM SPLICE LENGTH(SEE SCHEDULE) TYPICAL CMU BLOCK SLOPE OF WALL BEYOND BOND BEAM BLOCK TYPICAL CMU BLOCK SECTION A -A DETAIL OF BOND BEAM TRANSITION AT TOP OF SLOPING WAILj� 2 SCALE: NONE N, S3.1 STANDING SEAM ROOF DOWEL TO MATCH (SEE ARCH. DRAWINGS) ,N;HD W I N G S) VERTICAL REINFORCEMENT VERTICAL REINFORC' HOOKED INTO BOND BEAM HOOKED INTO BOND 2� Z 0 PU ROOF PURLIN (SEE PLAN) (SEE PLAN) (S PL f ----- ------- )P OF NLL BONDBEAM REINFORCEMENT ATTACH PURLIN TO BOND BEAM SEE 2 / S3.01 FOR BOND ON EACH SIDE WITH 4" x 4" x 14 GAGE BEAM TRANSITION FOR SLOPING WALLS CLIP ANGLE WITH 3/4" 0 EXPANSION ANCHOR WITH 5" EMBEDMENT AND (3) #12 SCREWS INTO PURLIN 8" CMU (SEE PLAN FOR REINFORCEMENT) NOTES: CORNER REINFORCING DETAIL 1. PROVIDE DOWELS OF SAME SIZE AND SPACING AS ADDED REINFORCEMENT. DETAIL OF ADDITIONAL VERTICAL REINFORCEMENT AT MASONRY WALLS SECTION_ SCALE: X411 = 1 1-0" �'S 3. 1 SCALE: Y411 = 11-011 THRU PURLIN CONNECTION TO CMU WALL � 5_ S3.1 TYPICAL '7 CMU BLOCK LINTEL BEARING LENGTH rA (SEE SCHEDULE) LINTEL REINFORCEMENT LINTEL BLOCK ILI -L, (SEE SCHEDULE) LINTEL 7 ---------- REINF. SECTION A -A SEE NOTE 1 1 TYPICAL CMU BLOCK SEE NOTE 1 ADDITIONAL REINFORCEMENT OPENING WIDTH LINTEL BLOCK FACE OF WALL BEYOND OPENING WIDTH WALL DIMENSION AND REINFORCING MINIMUM MAXIMUM CONCRETE MASONRY UNIT DEPTH 10" WALL 12" WALL >< 21-011 7%11 (2) #4 BOTTOM (2) #4 BOTTOM 2'-V 31-611 7%11 (2) #4 BOTTOM (2) #5 BOTTOM 31-Tv 51-01f 7%11 (2) #5 BOTTOM (2) #5 BOTTOM 5#-11v 6-6ff 7 %" (2) #6 BOTTOM (2) #6 BOTTOM 81-011 7%11 (2) #6 BOTTOM (2) #7 BOTTOM SCHEDULE NOTES: NOTES: 1 . DO NOT USE THIS SCHEDULE IF A LOAD OTHER THAN THE WALL LOAD 1. CUT BOTTOM OF LINTEL BEAM OVER BEARING LENGTH IS IMPOSED ON THE LINTEL. TO ALLOW PASSAGE OF ADDITIONAL WALL 2. 8" BEARING EACH END ON SOLIDLY GROUTED CELL EACH SIDE OF REINFORCEMENT AND FLOW OF GROUT. OPENING REINFORCED WITH #5 VERTICAL. SEE GENERAL NOTES FOR GROUT AND GROUT INSTALLATION INFORMATION. DETAIL OF MASONRY WALL LINTEL r3 SCALE: NONE S3.1 bennett&pless 10 Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 2019 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 N 32427 % STI%TE OF D 04-03-2019 LU 7� LU U, 0 LU 0 -j Ir Z,?=< U < L. U U < z LU co co LLJ - T 2 . . " < < LU 0 LL- P000 < U 0� z LLI Z Q< -0 E z< 9 1:5 0 t 10 � 2 0 Of LIJ LD LD 0 0 < (_) C) LL 0 I-D LU z LU CL 6� U =U z < zu lu- Io C 8 C� (D LU Lu LL1 9 LLLL --Jj 0 au- < z IL 0 Lli [L Of z < E < w a' LU U U) a- w LU < < CL of = LLJ LLJ U Q� U LU Lu U LU < M: :1-- 0-1 Lij 0� Q� z — Lli = C� - I- < M < a_ 0 0 V— 5 �-- C� 'Q`� U to ct r ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 SHEET NUMBER S301 STEELSTUE (SEE PLAN: CONTINUOUS 2" x 14 GAGE METAL STRAPS AS REQUIRED ON PLANS AND 6 / SO.2. ATTACH METAL STRAPS TO EACH STUD WITH (2) #10 SCREWS. METAL STRAPS NOT REQUIRED WHEN PANELS ARE ON BOTH SIDES OF STUD WALL PANEL SIDE LAP SPACING #12 TEK SCREWS @ 6" ON CENTER MAXIMUM. ATTACH PANEL TO TOP AND IrOTTOM TRACK WITH #12 SCREWS AT 6" ON CENTER MAXIMUM. U-PANELS AS NOTED ON PLANS. ORIENT PANELS SUCH THAT THERE IS DIRECT CONTACT BETWEEN THE PANEL BOTTOM TRACK SEE 9 S2.1 FOR WALL BASE ATTACHMENT TO SLAB AT WALL END STUDS, ATTACH STUD TO TRACK WITH (2) #12 SCREWS EACH SIDE. AT OTHER CONDITIONS, ATTACH STUDS TO TRACK WITH (2) #12 SCREWS EACH SIDE OF WALL PANEL FASTENING PATTERN DETAIL AT INTERIOR WALL - BUILDING A 1A S4.1 SCALE: 1 Y211 1 1-011 Y4 TYPICAL PARTITION WALL. SEE PLAN TYPICAL INTERIOR STUDS (SEE PLAN) NON -LOAD -BEARING SHEAR WALL TOP CHORD (SEE PLANS) SEE 8 S4.1 FOR ATTACHMENT TOP CHORD SEE PLANS ( ) SEE 8 / S4.1 FOR ATTACHMENT TO STUD STEEL STUD 2" x 4" x 14 GA. (L.L.V.) ANGLE (SEE PLAN) AT TOP OF METAL PANEL CONTINUOUS ALONG SHEAR WALL LENGTH. TURN CD HORIZONTAL LEG OF ANGLE AWAY FROM STUDS. ATTACH CONTINUOUS METAL STRAP' TO EACH STUD WITH (2) #12 SEE 1A / S4.1 Fol TEK SCREWS. LAP SPLICE ADDITIONAL INFORMATIO� WHERE REQUIRED AT STUD LOCATION. WALL PANEL SIDE LAP SP ING #12 TEK SCREWS @ 6" ON CENTEF MAXIMUM. ATTACH PANEL TO TOP A BOTTOM TRACK WITH #12 SCREWS A' ON CENTER MAXIMUM. 29 GA. U-PANELS UNLESS NOTED OTHERWISE ON PLANS. ORIENT PANELS SUCH THAT THERE IS DIRECT CONTACT BETWEEN THE PANEL BOTTOM TRACK SEE 9 / S2.1 FOR WALL BASE ATTACHMENT TO SLAB AT WALL END STUDS, ATTACH STUD TO TRACK WITH (2) #12 SCREWS EACH SIDE. AT OTHER CONDITIONS, ATTACH STUDS TO TRACK WITH (2) #12 SCREWS EACH SIDE CONTINUOUS TYPICAL INTERIOR BOTTOM TRACK. SEE PLAN TYPICAL PARTITION TYPICAL INTERIOR STUD WALL. SEE PLAN SEE 9 / S2.1 FOR WALL BASE ATTACHMENT TO SLAB CONTINUOUS WALL OF WALL PANEL FASTENING PATTERN DETAIL AT INTERIOR WALL -BUILDING B,C,D,E,F, AND G r1B = 11-011 SCALE: 1 X21# TYPICAL INTERIOR STUDS (SEE PLAN) NON -LOAD -BEARING SHEAR WALL (2) TYPICAL INTERIOR STUDS. Y4 ATTACH PER DETAIL 4 / S4.1 WALL END PLAN DETAILINTERSECTION OF NON -LOAD -BEARING SHEAR WALL WITH LOAD -BEARING WALL r5 SCALE: 1 Y211= 11-011 �S4.1 4" WIDE x 16 GAGE STRAP BRACING. ATTACH TO TOP OF EACH PURLIN WITH (8) #12 SCREWS AT ENDS AND (1) #12 SCREW TO EACH PURLIN BETWEEN. (8) #12 SCREWS ROOF PURLIN LIGHT GAGE BELOW (SEE STUD BEL nw PLAN) (SEE PLAN) CONTINUOUS TOP CHORD SEE SECTION 8 / S4.1 NG tl PLAN SECTION THRU STRAP BRACI 9 SCALE: Y411 = 1 1-011 S4.1 SEE 9 S2.1 FOR WALL BASE ATTACHMENT TO SLAB TOP TRACK (SEE PLANS) ATTACH STUDS TO TRACK WITH (2) #12 SCREWS EACH SIDE STEEL STUD (SEE PLAN) WALL PANEL SIDE LAP SPACING #12 TEK SCREWS @ 6" ON CENTER MAXIMUM. ATTACH PANEL TO TOP AND OTTOM TRACK WITH #12 SCREWS AT 6" ON CENTER MAXIMUM. 29 GA. U-PANELS UNLESS NOTED OTHERWISE ON PLANS. ORIENT PANELS SUCH THAT THERE IS DIRECT CONTACT BETWEEN THE PANEL BOTTOM TRACK SEE EXTERIOR WALL SECTIONS ON S2.1 AND S2.2 FOR WALL BASE ATTACHMENT TO SLAB AT WALL END STUDS, ATTACH STUD TO TRACK WITH (2) #12 SCREWS EACH SIDE. AT OTHER CONDITIONS, ATTACH STUDS TO TRACK WITH (2) #12 SCREWS EACH SIDE CONTINUOUS TRACK AND STUD SEE EXTERIOR WALL SECTIONS FOR SIZE AND ATTACHMENT TO EXTERIOR STUD OF WALL PANEL FASTENING PATTERN DETAIL AT EXTERIOR SHEAR WALL //,,2 1 Y211 1 1-011 \,S4.1 SCALE: DOUBLE HEADER (SEE 13 SO.2) ROOF PURLIN SEE PLAN TOP OF STEEL SEE PLAN SEE 13 SO.2 TYPICAL INTERIOR STUD BEYOND (SEE PLAN) SECTION THRU DOUBLEHEADER r 6 SCALE: X411 11-011 S4.1 (2) #12 SCREWS @ 12" o.c. TOP (2) #12 SCREWS @ 12" O.C. TOP AND BOTTOM OF HEADER DOUBLE JAMB STUD. SEE AND BOTTOM OF HEADER SCHEDULE ON SO.2 (SEE DETAIL 4 / S4.1 FOR ATTACHMENT) TYPICAL EXTERIOR 6" LONG CRIPPLE STUD TO STUD MATCH TYPICAL EXTERIOR STUD 600 T 250 - 68 HEADER 600 T 250 - 68 HEADER TRACKS. TRACKS. 1000 S 200 - 97 HEADER SEE NOTE 1 1000 S 200 - 97 HEADER MEMBERS. MEMBERS. 14 GA. TRACK PIECE AT OPEN SIDE (SEE NOTE 2) CRIPPLE STUD TO MATCH 4 x 4 x 14 GA. ANGLE WITH (3) #12 TYPICAL EXTERIOR STUD SCREWS INTO HEADER AND (3) #12 SCREWS INTO JAMB 4 x 4 x 14 GA. ANGLE WITH (3) #12 SCREWS INTO HEADER AND (3) #12 SCREWS INTO JAMB 600 T 250 - 68 SILL TRACK. TYPICAL EXTERIOR ADDITIONAL TYPICAL BASE ADDITIONAL TYPICAL BASE STUD ANCHORAGEATJAMB ANCHORAGEATJAMB BASE TRACK TYPICAL BASE ANCHORAGE. SEE PLAN SEE WALL SECTIONS AT TYPICAL WINDOW AT TYPICAL DOORWAY NOTES: 1 . 6" WIDE, 14 GAGE GUSSET PLATE EACH SIDE TO MATCH DEPTH OF HEADER MEMBERS. ATTACH USING NUMBER OF #12 SCREWS SHOWN ON SCHEDULE ON SO.2 (SPLIT NUMBER OF SCREWS EVENLY BETWEEN HEADER MEMBERS AND JAMB) 2. TRACK PIECE TO BE CONTINUOUS FOR HEIGHT OF OPENING AND EXTEND 81, ABOVE TOP OF HEADER MEMBERS. WHERE SILL TRACK IS REQUIRED, TRACK PIECE TO EXTEND 8" BELOW SILL TRACK. 3. 0 INDICATES #12 SCREW, UNLESS NOTED OTHERWISE. DETAIL OF EXTERIOR HEADER CONNECTION ri 0 SCALE: NONE S4.1) CD (0 CC ATTACH ME' TO ANGLE V\ SCREV TOP CHORD F SEE PLAN N1% -AL PANEL ITH #12 (1) / 6" 0. C. @ METAL WALL PANEL ATTACH METAL PANEL TO ANGLE WITH (1) #12 TEK SCREW @ 6" O.C. METAL SHEAR PANEL. SEE PLAN FOR LOCATIONS AND FASTENING STEEL STUD SEE PLAN SEE DETAIL 1 S4.1 STEEL STUD (SEE PLAN) 2" x 16 GA. STRAP BRACE ON SAME SIDE AS METAL SHEAR PANEL. ATTACH EACH END WITH (4) #12 TEK SCREWS SEE DETAIL 1 S4.1 OF SHEAR WALL PANEL WITH STRAP DETAILBRACING AN NON -MECHANICAL OPENINGS �3B Y41f= 11-011 S4.1 SCALE: TOTAL LAP 3-3" 01 1WY2" L, 1WY2 10 Z-PURLIN (9) #12 SCREWS AT LAP CONDITIONS, (3) SCREWS AT MID -SPAN THRU STUD TYPICAL INTERIOR (3) #12 SCREWS AT MID -SPAN THRU STUD (SEE PLAN) STUD AT NON -LAP CONDITIONS SECTIONTHRU Z-PURLIN CONNECTION AT LAP 7 SCALE: YA" 1 1-011 S4.1 COLD FORMED METAL STUD WALL (SEE PLAN) DOUBLE JAMB STUD. SEE SCHEDULE ATTACH INTERIOR TRACKS TO SLAB ON SO.2 (SEE DETAIL 4 / S4.1 AND ATTACH STUD TO TRACK AT WALL WITH %" 0 EXPANSION ANCHORS WITH 12 / S4.1 FOR ATTACHMENT) ENDS WITH (2) #12 SCREWS EACH 1 Y4" EMBEDMENT @ 30" o.c. (LOCATE SIDE. ATTACH ALL OTHER STUDS TO ADJACENT TO STUD) 6" LONG CRIPPLE STUD TO MATCH TYPICAL EXTERIOR STUD TRACK WITH (1) #12 SCREW EACH SIDE FLOOR SLAB (SEE PLAN) R__ SEE NOTE 1 14 GA. TRACK PIECE AT OPEN SIDE (SEE NOTE 2) BASE TRACK SEE PLAN OF TYPICAL TRACK TO ELEVATED SLAB DETAIL CONNECTION AT TYPICAL INTERIOR STUDS 11 ri S4.1 SCALE: Y411 1 1-011 04 N C\I IL (2) #12 SCREWS AT TOP ATTACH EACH STUD TO TOP TRACK WITH (2) #12 SCREWS (2) #12 SCREWS @ 12" o.c. (2) #12 SCREWS @ 12" ox STUDS BACK TO BACK (SEE PLAN) (2) #12 SCREWS @ 12" o.c. SECTION'A-N (2) #12 SCREWS AT BOTTOM ATTACH EACH STUD TO BOTTOM TRACK WITH (2) #12 SCREWS DETAIL OF BACK TO BACK STUDS 4 Y if 1 1-011 SCALE: A S4.1 Z-PURLIN (SEE PLAN) 0 0 rk SEE SECTION 7 S4.1 FOR 400 S 250 54 CONTINUOUS TOP PURLIN CONNECTION CHORD. ATTACH TO EACH STUD TO STUDS WITH (3) #12 SCREWS. TYPICAL INTERIOR STUD (SEE PLAN) SECTIONTHRU ROOF PERPENDICULAR TO Z-PURLIN r 8 SCALE: Mfg 11-011 S4.1 Q T 200 - 68 METAL TRACK #12 METAL SCREWS @ 12" 0.c. 600 S 200 - 68 METAL STUDS (2) #12 SCREWS @ 12" o.c. - PANEL 29 GAGE METAL U ON INTERIOR SIDE DETAIL OF TYPICAL PREFIN. FLUSH METAL PIER 12 11-011 S41 SCALE: Y411 bennett&pless 10 Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 2019 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 No.32427 z; -_u - STATE OF 's . .......... "lli/0NAL 04-03-2019 w LU X U:Z) U-i 0 Ji U_ ZD wi z 0< < < LU Z' < LU < C0 of < LUUJ F0_ -0 ou '0 �200,P,L,=M<ou Qz < 0 LU 9F- =000z0-zzL,- O,j 0 F 0 0 [-- U0 z < yj 0 - 0 0 D Z�-zw cn�- - C� LU UZ z >-,Wr w 0- C: 'U 0 U00 D - LL >- �U_j �U� < U-i 1-- 0 1-- 0 MIZ Q�a_uoum < Z C� 0 Uj [r LU UJ U Z U_ __j C� U [L 0 LU a- Of z < Q < U-1 [r V) w < - w < L6 < a_ w [if LU LU U Cr U LU LU U < = = ft� w (If Of < z Lu m a 4_4 U V ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 04-03-2019 S14EET NUMBER S401 ln ,gk TOP OF STUD T EL. 20'-4" CANOPY SYSTEM (BY OTHERS) SEE 2 S4.2 FOR FRAMING SEE ARCHITECTURAL DRAWINGS (8) #12 SCREWS AT EACH STUD 600 T 250 - 97 CONT. (4) #12 SCREWS t Y4 x 6 x 0'-6 SEE ARCHITECTURAL DRAWINGS Y16 x 6 x 0'-6 CAP PLATE 1 off X 4f' x 14 GAGE CONT. BENT CAP 16 PLATE. ATTACH TO 3/ PLATE WITH (8) #12 SCREWS 600 S 250 97 CONT. METAL PURLINS (SEE PLAN) HSS 6 x 6 X 3/16 CANOPY COLUMN (SEE PLAN) SECTION THRU EXTERIOR WALL AT COLUMN 1 SCALE: yd" 1'-0" S4.2 600 T 250 - 68 CONT. T.O.S. EL. VARIES (2) #12 SCREWS (TYPICAL) (8) #12 SCREWS AT EACH STUD SEE ARCHITECTURAL DRAWINGS (4) #12 SCREWS @ 12" o.c. 600 S 250 - 97 CONT. METAL PURLINS 600 T 250 - 97 CONT, (SEE PLAN) TYPICAL EXTERIOR STUD FRAMING (SEE PLAN) SECTION THRU EXTERIOR WALL 7 S4.2 SCALE: y4vt 1 ?-Off 400 S 162 - 54 @ 2'-0" o.c. 4" x 4" x 14 GAGE CONT. BENT PLATE WITH (2) #12 SCREWS IN EACH LEG TOP OF STUD EL. = 20'-4" (4) #12 SCREWS (TYPICAL) 4" x 4" x 14 GAGE CONT. BENT PLATE WITH (2) #12 SCREWS IN EACH LEG SEE ARCHITECTURAL DRAWINGS (8) #12 SCREWS AT EACH STUD 600 T 250 - 97 CONT. (4) #12 SCREWS SEE ARCHITECTURAL DRAWINGS 10" X 4" x 14 GAGE CONT. BENT PLATE. ATTACH TO VERTICAL STUDS WITH (8) #12 SCREWS (4) #12 SCREWS 600 S 250 97 CONT. METAL PURLINS (SEE PLAN) TYPICAL EXTERIOR STUD FRAMING (SEE PLAN) SECTION THRU EXTERIOR WALL 2 SCALE: YA" 1'-0" S4.2 OIL T.O.S. EL. VARIES 1�w 4 x 4 x 14 GAGE METAL CLIP ANGLE WITH (8) #12 SCREWS EACH LEG (4) #12 SCREWS AT EACH STUD METAL PIER AND HEADER SYSTEM. SEE NOTE 7 ON PLANS. 600 T 250 - 54 CONT. STANDING SEAM ROOF (SEE ARCH.) Z - PURLIN (SEE PLAN) 0 (4) #12 SCREWS @ 12" o.c. SEE ARCHITECTURAL DRAWINGS SECTION THRU EXTERIOR WALL 8 Yff 11-011 SCALE: A S4.2 600 T 250 - 68 CONT. (2) #12 SCREWS (4) #12 SCREWS (TYPICAL) 1211 O.C. (8) #12 SCREWS AT 600 S 250 - 97 CONT. EACH STUD 600 T 250 - 97 CONT. TYPICAL EXTERIOR STUD FRAMING (SEE PLAN) METAL PURLINS (SEE PLAN) SECTION THRU EXTERIOR WALL 3 — SCALE: Y411 1 1-011 S4.2 600 T 250 - 68 CONT. (2) #12 SCREWS (TYPICAL) (8) #12 SCREWS AT EACH STUD TYPICAL EXTERIOR STUD FRAMING (SEE PLAN) METAL PURLINS (SEE PLAN) STANDING SEAM ROOFDECK (SEE ARCH.) (4) #12 SCREWS @ 12" o.c. 600 S 250 - 97 CONT. METAL PURLINS (SEE PLAN) SECTION THRU EXTERIOR WALL 4 SCALE: Y411 = 11-OvT S4.2 I 1 6" x 2.5" Z PURLIN W12 x 14 400 S 200 - 54 METAL STUDS (ATTACH TO VERTICAL STUDS WITH (4) #12 SCREWS SEE PLAN 4 x 4 x 14 GAGE METAL CLIP ANGLE WITH (4) #12 SCREWS EACH LEG 5" x 4 Y2" x 12 GAGE CONT. METAL CLIP (2) #12 SCREWS EACH SIDE (TYPICAL) (2) #12 SCREWS 6" METAL STUDS (SEE PLAN) 6" METAL TRACK (SEE PLAN) PROVIDE 8" FLAT SURFACE AT EDGE OF DECK 6" METAL STUDS (SEE PLAN) SECTION THRU EXTERIOR STUD WALL DETAIL r 5 SCALE: Y411 lf-011 S4.2 METAL PURLINS (SEE PLAN) STANDING SEAM ROOFDECK (SEE ARCH.) f I 6" x 2.5" Z PURLIN J 400 S 200 - 54 METAL STUDS (ATTACH TO VERTICAL STUDS WITH (4) #12 SCREWS 400 T 200 - 54 CONT. (2) #12 SCREWS 4" x 14 GA. METAL STRAP - - - - - - - - - (VERTICAL) STANDING SEAM ROOF DECK (SEE ARCH.) 400 T 200 - 54 4" x 4" x 14 GAGE METAL CLIP WITH (6) #12 SCREWS EACH LEG 6" x 2.5" x 16 GAGE Z PURLIN (6) #12 SCREWS — /-- / 11 1 600 S-250-54 (ATTACH TO I I VERTICAL STUDS WITH 800 S-200-54 (ATTACH TO (6) #12 SCREWS VERTICAL STUDS WITH (4) #12 SCREWS 4" METAL STUDS (SEE PLAN) SECTION AT HIGH ROOF SCALE: Y4ff 11-011 %�4j.2 SEE PLAN 4 x 4 x 14 GAGE METAL CLIP ANGLE WITH (4) #12 SCREWS EACH LEG 400 T 200 - 54 CONT. (2) #12 SCREWS 4" x 14 GA. METAL STRAP - - - - - - - - - (VERTICAL) STANDING SEAM ROOF DECK - - - - - - - - - I it (SEE ARCH.) 400 T 200 - 54 If 4 x 4" x 14 GAGE METAL CLIP WITH (6) #12 SCREWS EACH LEG 0401 6" x 2.5" x 16 GAGE L ' Z PURLIN (6) #12 SCREWS `/600 S-250-54 (ATTACH TO I I VERTICAL STUDS WITH 800 S-200-54 (ATTACH TO 4" METAL STUDS (6) #12 SCREWS VERTICAL STUDS WITH (SEE PLAN) (4) #12 SCREWS 4" METAL STUDS (SEE PLAN) SECTION AT HIGH ROOF r6 SCALE: %ff 1 I -Of# !S 4!. �2 bennett&pless Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 20 19 CelebratIng 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 No, 32427 STATE OF % Alf P" -0 04-03-2019 w LU (D Uj U, 0 LU z 3: t < �] '0 '_�'j >Z- U < -'j Uj W Cn 0 - < on cr� < w Z < LL U 000 0 = T 00 FOR Z F) cor -,-- T F__ w <U LU < 0 z 9,D- zo,-- 0 0 < 0 OZ w 0 z 'w w Z' z �L- [)� - V) j �_ �_ 0 Z < Z W 2 F- t LD 0 U 0 Uj 0 U) 101- 'u- 0, 0z ZO , Lj W, 'Z 'w T, 'u- 0 01Y QD U::) �11_f E U, 8 U, 0 U_ _j M <z "5 M 0 U.J C)f w Elf 0 cl� z a- LU U < < - a- pi < Uj wLUU6�UwwF__ yo�wu�-< ==Q�UJQ�D�t<z_w= Ll�§Elr_ ;-.4 C) _+_j U 1-ci C) U . U g ft I'A4 ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 04-03-2019 SIMET NUMBER .-IMMI-1 7'1*� - - I I I III I LL-1 -- -- lY2"- t%x3Y2 LONG WITH SHORT SLOTTED HORIZONTAL HOLES (SEE SCHEDULE FOR "L" DIMENSION) STEEL BEAM (SEE PLAN) NO RETURN ATTOP Y2" GAP STEEL COLUMN (SEE PLAN AND SCHEDULE) I I 1T Q Y4" CAP PLATE WITH 3/16" ALL AROUND FILLET WELD (WHERE COLUMN IS DISCONTINUOUS) CONNECTION SCHEDULE BEAM NO. OF BOLTS LENGTH ("L") W8 2 5Y211 W10 2 5 Y211 W12 3 8 Y21t NOTES: 1. BOLTS ARE %" 0 A325 BOLTS WITH (2) STANDARD WASHERS AND (1) NUT. TYPICAL, UNLESS NOTED OTHERWISE. DETAIL OF SINGLE PLATE CONNECTION AT COLUMN SCALE: NONE S 5.1 4 T.O.S. H.P. 'F EL. = 15'-6" TYPICAL 2" CL._ T.O.S. L.P. EL. = 16-0 ELEVATIONOF SOUTH COLUMN AND BEAMS 6 Y11 S5.1 SCALE: R I A 10 — -4 0 OL T.O.S. EL. 10'-0" 'T ,gk T.O.S. EL. 9'-2 Y4" 11-F SECTIONTHRU BEAM CONNECTION 2 - SCALE: 3/411 = 1 1-011 � S5.1 TYPICAL ELEVATIONOF EAST COLUMN AND BEAMS y1f = 11-011 SCALE: R 7 S5.1 9 ROOF PURLIN (SEE PLAN) 1 0 11�000t -------------------- STEEL BEAM ATTACH PURLINS TO BEAM (SEE PLAN) WITH 2" x 2" x 14 GAGE CLIP ANGLE WITH (4) #12 SCREWS INTO EACH LEG DETAIL OF ROOF PURLIN CONNECTION AT BEAM 3 SCALE: 1 Y211 = I f-011 \,S5.1 STEEL POST (SEE PLAN) L 3x3xY4x4" LONG CCENTERED ON COLUMN AND TUBE HSS 6 x 4 xY4 CENTER ON COLUMN yl TYPICAL DETAILOF COLUMN TO TUBE CONNECTION 4 i Y11 = if SCALE: 9 -off S5.1 ELEVATIONOF WEST COLUMN AND BEAMS r8 y1f = 11-011 S5.1 SCALE: 8 bennettiRpless 10 Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 2019 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B Ift P Job Number 18161 No� 32427 ST?�TE OF 04-03-2019 LU LU LU 'U LU Ui co z z0- i;: !t oaf< 9>-E< J >- 'w -J L , LIJ (n 0 0 F'- 0 '-j F<- Of 0 w zo o 3 LI) 5 0 '0 0 2� LU LLLL-, 0 L 0�- oz� 0 � — w U) Lu co 0 z z LLJ j- I L'� LLL D z "� D w U LLJ �') 0 -, Q� . X: LU 9S =1)) LL- 6 < cr 0- ') 0 j z< z10 Q 0 LU Cj� LLJ La U 02 LL LL --Ji 0 CL 0 0 cj� a- 0� z < E < LU Of Uj U Z w [L LU — < — E < E)f 0 OL Lu < Lj T- LU Uj U a-, J LLJ LIJ W U [If LLJ 0�� Q� < z LLJ 0 0� F-- < M < EL 0 0 :5 E 0 M �-o 1A 'NJ 'j N ISSLTE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 SHEET NUMBER S5101 SPECIfICATIONS CONTRACTOR SMALL REFER TO ALL RELATED DOCUMENTS, ARCHITECTURAL, STRUCTURAL, CIVIL AND MEP DRAWINGS, AND FULLY UNDERSTAND THE SCOPE Of WORK AND CONDITION Of CONSTRUCTION. THE WORK UNDER THIS 5PECIf ICATION5 AND DRAWINGS SHALL INCLUDE ALL LABOR. ALL INSTALLATION Of DEVICES AND CONNECTION Of CONDUCTORS SHALL 13E PERFORMED BY LICENSED AND SKILLED ELECTRICIAN OR JOURNEYMAN. ALL WORK SHALL 13E COMPLETED TO THE SATISFACTION Of THE OWNER. IF ANY PORTION OF THE WORK 15 FOUND UNSATISFACTORY 13Y THE OWNER, IT SMALL 13E REMOVED AND REINSTALLED WITHOUT DELAY AT NO COST TO THE OWNER. THE WORK INCLUDES, BUT NOT LIMITED TO: THE COMPLETE ELECTRICAL DISTR15UTION SYSTEM. ROUGH -IN AND FINAL CONNECTIONS TO ALL DEVICES REQUIRING ELECTRICAL POWER, INCLUDING OWNER PROVIDED EQUIPMENT. LIGHTING CONTROL LIGHTING f[XTUKES EACH CONTRACTOR SHALL 013TAIN ALL PERMITS AND IN5PECTION5 REQUIRED BY THE REGULATORY AUTHORITIES. ALL FEES RELATED TO 05TAINING PERMITS AND INSPECTION SMALL 13E PAID FOR BY EACH CONTRACTOR IN HIS TRADE. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH LOCAL, COUNTY, STATE, AND NATIONAL ELECTRICAL CODE 2017, SPECIFICATIONS, UTILITY COMPANY REQUIREMENTS AND ALL INDUSTRY STANDARDS. ANY DIFFERENCES IN A13OVE MENTIONED REQUIREMENTS, THE M05T STERN SMALL OVERRULE ALL OTHERS. IN ADDITION TO ABOVE MENTIONED CODES AND SPECIFICATIONS, THE FOLLOWING INDU5TKY STANDARDS SHALL BE COMPLIED If THEY ARE MORE STRINGENT. IEEE IE5 IECC 2009 A5MRAE 90.1 NffPA NEMA UL ADA THE MANUFACTURERS PUBLISHED DIRECTIONS SHALL 15E FOLLOWED IN THE DELIVERY, STORAGE, PROTECTION, INSTALLATION AND WIRING OF ALL EQUIPMENT AND MATERIAL. THE DRAWINGS SHOW DIAGRAMMATICALLY THE LOCATIONS Of THE VARIOUS LINES, CONDUITS, FIXTURES, AND EQUIPMENT AND THE METHOD Off CONNECTING AND CONTROLLING THEM. IT 15 NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL AND ALL FITTINGS REQUIRED FOR A COMPLETE SYSTEM. THE 5Y5TEM5 SHALL INCLUDE BUT ARE NOT LIMITED TO THE ITEMS SHOWN ON THE DRAWINGS. EXACT LOCATIONS OF THESE ITEMS SHALL BE DETERMINED BY REFERENCE TO THE GENERAL PLANS AND MEASUREMENTS AT THE BUILDING AND IN COOPERATION WITH THE OTHER SUBCONTRACTORS, AND IN ALL CASES, SMALL 13E SUBJECT TO THE APPROVAL Off THE OWNER. THE OWNER RESERVES THE RIGHT TO MAKE ANY REASONABLE CHANGE IN THE LOCATION Of ANY PART Of TH15 WORK WITHOUT ADDITIONAL C05T TO THE OWNER. CONTRACTOR SMALL SEEK APPROVAL f ROM THE OWNER FOR ANY CHANGES TO THE SPECI f ICATIONS OR CONTRACT DOCUMf NTS. ANY EXCEPTIONS, INCON515TENCIE5 AND CONFLICTS IN CONTRACT DOCUMENTS, 5FECIf ICATION5 AND CONTRACT DOCUMENTS BY OTHER TRADE SMALL 13E BROUGHT TO ATTENTION TO THE OWNER PRIOR TO BID. CONTRACTOR SHALL COORDINATE AND VERIFY THE WORK WITH EXISTING CONDITIONS AND THE WORK Of OTHER TRADE PRIOR TO ANY FABRICATIONS OR INSTALLATION. IF THE LAYOUT Of THE DEVICES ON DRAWINGS ARE IMPRACTICAL TO THE CONDITION IN FIELD, CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY PRIOR TO ANY FABRICATION OR INSTALLATION. ELECTRICAL DEVICES ARE INDICATED ON DRAWINGS AT APPROXIMATE LOCATIONS. THE OWNER RESERVE THE RIGHT TO MAKE KEASONA13LE CHANGES IN LOCATIONS WITHOUT ADDITIONAL COSTS. THE LINES INDICATING BRANCH CIRCUITS DO NOT REPRESENT THE ROUTING Off ELECTRICAL CONDUITS. THEY INDICATE THE LAYOUT AND CONTROL Off CIRCUITS. PRODUCTS AND WORK MATERIALS FURNISHED SHALL BE NEW AND 13Y STANDARD MANUFACTURERS AND MUST CONFORM TO THE NATIONAL BOARD Of f IRE UNDERWRITEK5 REQUIREMENTS AND BEAR THE UNDERWRITEKS LABORATORIE5'5EAL Of APPROVAL. LISTED MANUFACTURERS, MODELS, OR CATALOGUE NUMBERS IN PART OR ALL SHALL ENTAIL TO INCLUDE THE PUBLISHED MANUFACTURERS DESCRIPTION AND SPECIFICATION. CONTRACTOR SHALL NOT INTERPRET THAT THE L15TED MANUFACTURERS IN SPECIFICATIONS OR DRAWINGS TO EXCLUDE ALL OTHER MANUFACTURERS CONTRACTOR SMALL MAKE CERTAIN THAT ALL EQUIPMENT f IT IN THE SPACE DESIGNATED AND DE51GNED FOR THE SURROUNDINGS IT OCCUPIE5. COMPLETE CATALOGUE ILLUSTRATION AND DESCRIPTIONS Of ALL EQUIPMENT SHALL BE SUBMITTED TO THE OWNER PRIOR TO ORDERING ANY EQUIPMENT. ALL MORIZONTAL RUNS Off CONDUITS SHALL 15E SUPPORTED BY MEANS Off APPROVED HANGER FROM THE STRUCTURAL CEILING. COORDINATE THE WORK UNDER TH15 SECTION WITH ALL OTHER TRADES. CONDUITS AND RACEWAYS: MANUFACTURERS: SQUARE D, B-LINE, ALLIED TUBE � CONDUIT, HOFFMAN, CARLON ELECTRICAL, WIREMOLD. OUTDOORS EXPOSED: RIGID STEEL. OUTDOORS CONCEALED A15OVE GROUND: RIGID 5TEFL. OUTDOORS UNDERGROUND: TYPE EFC-40-PVC OUTDOORS CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND MOTOR DRIVEN EQUIPMENT): LfMC. BOXES AND ENCLOSURES A50VE GROUND: NEMA 3R UNLE55 NOTED OTHERWISE ON PLANS. INDOORS EXPOSE 1) NOT SUBJECT TO PHYSICAL DAMAGE: EMT. INDOORS EXPOSED NOT SUBJECT TO SEVERE PHYSICAL DAMAGE: EMT. INDOORS EXPOSED SUBJECT TO SEVERE PHY51CAL DAMAGE: RIGID STEEL CONDUIT. INDOORS CONCEALED IN CEILINGS AND INTERIOR WALLS AND PARTITIONS: EMT. INDOORS CONNECTION TO V113RATING EQUIPMENT: fMC, EXCEPT USE LFMC IN DAMP OR WET LOCATIONS. INDOORS DAMP OR WET LOCATIONS: IMC. INDOORS LOW -VOLTAGE CABLE5: EMT. 5PECIfICATION5 CONDUCTORS: - COFFER CONDUCTORS # 10 AND 5MALI FK: LABELED PEP, UL 53, TYPE THMN/THWN, SOLID COPPER GOO VOLT INSULATION, UNIFORM COLOR CODED JACKET WITH JACKET DATA. METAL CLAD (TYPE MC) CABLE WHERE INSTALLED IN ACCORDANCE WITH NEC ARTICLE 330, COPPER CONDUCTORS #8 OR LARGER: LADELf D PER UL 53, TYPE THMN/TMWN, STRANDED COPPER, GOOVOLT INSULATION, UNIFORM COLOR CODED JACKET WITH JACKET DATA. ACCEPTA13LE MANUFACTURERS Of CONDUCTORS: PIRELLIE SOUTHWIRE AETNA REPUBLIC AfC ENCORE WIRE KERITE CONTRACTOR MAY USE ALUMINUM CONDUCTORS FOR #4 AWG OR LARGER IN THE PLACE Of COFPERCONDUCTOK5. CONTRACTOR SMALL REffERTO NEC TABLE 3 10-1 G FOR EQUIVALENT AMPACITY AND SMALL COMPENSATE FOP, VOLTAGE DROP. MOLDED CASE CIRCUIT DREAKE R: INCLUDE SCHEDULE Off ALL FUSES, RATINGS, TIME COORDINATION DATA, MANUfACTUpj=-K5 STANDARD DATA AND TIME -CURRENT CURVES. ALL DATA SHALL BE BASED ON TEST Of STANDARD PRODUCTS, APPROVED MANUFACTURERS: GENERAL ELECTRIC CUTLER HAMMER SQUARE D SIEMENS TMERMAL-MAGNETIC 13OLT-IN TYPE CIRCUIT BREAKERS WITH QUICK -MAKE, QUICK -BREAK CONTACTS; TRIP-f REE OPERATION WITH OVEK-THE-CENTER TOGGLE HANDLE OR NON-REMOVA13LE MONOLITHIC TIE -HANDLE, MULTI -POLE BREAKERS SHALL HAVE INTERNAL COMMON TRIP AND COMMON RESET WITH A SINGLE TOGGLE HANDLE OR NON -REMOVABLE MONOLITHIC TIE -HANDLE. TRIP RATINGS SHALL BE MOLDED ON THE HANDI f OR FACE Of BREAKER. BREAKER TERMINALS SHALL BE RATED TO ACCOMMODATE A MINIMUM Of 75 DEGREE C. CONDUCTORS. BREAKER SMALL BE RATED FOR MOUNTING AND OPERATION IN ANY POSITION; SHALL ACCOMMODATE AND MATCH THE TYPE Of TERMINATIONS REQUIRED. SINGLE POLE BREAKERS RATED 15 AND 20 AMPERES SHALL BE UL LA15ELED AS "SWITCHING BREAKERS" AT THE APPLIED CIRCUIT VOLTAGE. MULTI -POI If BREAKERS RATED 100 AMPERES AND LARGER SHALL 13E MOLDED CASE TMERMAL-MAGNETIC 13OLT-IN TYPE 15PEAKER WITH ADJUSTABLE INSTANTANEOUS TRIP. LIGHTING FIXTURE SUBMITTAL: SCHEDULE BY TYPE DESIGNATION ALL LIGHTING f IXTURES, EACH COMPLETE WITH DATA SHEET WITH COMPLETE PHYSICAL, ELECTRICAL AND LIGHTING CMARACTEK15TIC5, LAMP TYPE AND LAMP DATA. REfERTO THE "LIGHTING FIXTURE SCHEDULE" \IN THE DRAWINGS FOR INDIVIDUAL FIXTURE DESCRIPTIONS AND MANUFACTURER TYPES. PROVIDE LAMPS FOR EACH FIXTURE Of QUANTITY, TYPE AND COLOR AS LISTED IN LIGHTING FIXTURE SCHEDULE. GE, SYLVANIA OR PHILIPS ARE ACCEPTABLE. EACH LIGHTING FIXTURE SHALL 13E UL LABELED FOP, PROPER OPERATION IN THE TYPE Of CEILING CONSTRUCTION AND FOR THE MOUNTING ARRANGEMENT CN/IN WHICH IT 15 INSTALLED. FIELD VERIFY ACTUAL CEILING SLOPE FOR FIXTURES INSTAL] ED IN SAME AND ACTUAL FIELD DIMENSIONS AND ANGLES Of CONSTRUCTION FOR ANY FIXTURE CONFORMING THE SHAPE AND LENGTH Of SAME, FOR COORDINATION Of FIXTURE CONSTRUCTION. PAN ff LBOARD 5U5MffTAL: INCLUDE 5CHEDUI F Of EACH FANEL5OAKD WITH ALL DEVICES AND COMPLETE WITH FIMY51CAL AND ELECTRICAL DATA AND WITH RATINGS FOR EACH COMPONENT INCLUDING 15REAKER/FU51f OVERLAY CURVE5. LABELED PEP, UL #G7 AND #50, CONFORM WITH NEMA #250 AND P13 1, NFFA #70-384 AND 70-373. ALL JUNCTION DOXE5 5HALL 13E LABELED WITH PANEL AND CIRCUIT DESIGNATION. PROVIDE TYPED CIRCUIT DIRECTORY WITH EACH CIRCUIT SEKVING DEVICE5 AND AREA IT's SERVING. APPROVED MANUFACTURERS: GENERAL ELECTRIC CUTLER HAMMER SQUARED 51EMEN5 LIGHTING CONTKOL TIMF 5WITCHE5: SOLID STATE, PROGRAMMABLE, WITH ALPHANUMERIC DISPLAY; COMPLYING WITH UL 917, 20-A BALLAST LOAD, 120/24OVAC. TWO ON -Off SET POINTS ON A 24-HOUR SCHEDULE AND ANNUAL HOLIDAY 5CHDULE THAT OVERRIDES THE WEEKLY OPff RATION ON HOLIDAYS. ALLOW CONNECTION Of A PHOTOELECTRIC RELAY AS SUBSTITUTE FOR ON -Of f f UNCTION Of A PROGRAM BATTERY BACKUP FOR NOT LF55 THAN SEVEN DAYS RESERVE TO MAINTAIN SCHEDULES AND TIME CLOCK. INDOOR OCCUPANCY SENSORS: WALL OR CEILING MOUNTED 50LID-5TATE INDOOR OCCUPANCY SENSORS WITH A SEPARATE POWER PACK ADJU5TADLE TIME -DELAY OVER A RANGE Of I TO 30 MINUTES. SENSOR OUTPUT: CONTACTS RATED TO OPERATE THE CONNECTED RELAY, COMPLYING WITH UL773A. SENSOR 15 POWERED FROM POWER PACK. POWER FACK: DRY CONTACTS RATED FOR 20-A BALLAST LOAD AT 120 OR 277 VAC. AUTOMATIC LIGMT-LEVEL SENSOR: ADJUSTABLE f ROM 2 TO 200 fC (2 1.5 TO 2 15 2 LUX); TURN LIGHTS Off WHEN SELECTED LIGHTING LEVEL 15 PRESENT. DUAL SENSOR TYPE: DETECT OCCUPANCY AREA USING PIR (PASSIVE INf RA-KED) AND ULTRASONIC DETECTION METHOD. 5PECINCATION5 GROUNDING AND E30NDING ALL GROUNDING AND BONDING SHALL CONFORM TO NEC ARTICLE 250. COPPER WIPE OR CA13LE INSULATED FOP, GOOV UNLE55 REQUIRE D BY APPLICABLE CODE OR AUTHORITIES HAVING JURISDICTION. INSTALL SOLID CONDUCTOR FOK #5 AWG AND SMALLER AND STRANDED CONDUCTORS FOR #G OR LARGER. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS FOP, ALL EQUIPMENT. LOW VOLTAGE TRANSFORMERS SUBMITTALS: PROVIDE PRODUCT DATA FOR EACH TRANSFORMER. INDICATE DIMENSIONS AND WEIGHTS. PROVIDE CERTIff ICATION THAT TRAN5f OKMEK5, ACCESSORIES, AND COMPONENTS WILL WITHSTAND 5EI5MIC FORCES. MANUFACTURERS: CUTLER -HAMMER, SIEMENS, Gff AND SQUARE D. INSULATION CLA55: 220 DEG C, UL COMPONENT RECOGNIZED INSULATION SYSTEM WITH MAXIMUM Off 150 DEG C KISE A50VE 40 DEG C AME31ENT TEMPERATURE. COMPLY WITH NEMA TF 1, CLA55 I EFFICIENCY LEVELS AND TESTED ACCORDING TO NEMA TP2. TESTING AND INSPECTION: PERFORM VISUAL AND MECHANICAL INSPECTION AND ELECTRICAL TEST STATED IN NETA ACCEPTANCE TESTING SPECIFICATION. CERTIFY COMPLIANCE WITH TEST PARAMETERS. PERFORM AN INFRARED SCAN Of TRANSFORMER CONNECTIONS TWO MONTHS AFTER 5UE35TANTIAL COMPLETION, PLUS 2 FOLLOW UP SCANS. ONE AT 4 MONTHS AND THE OTHER AT I I MONTHS. PROVIDE CERTIFIED REPORT. GENERAL NOTE5 ALL EXIT SIGNS, NIGHT LIGHTS AND EMERGENCY BALLAST CHARGING CIRCUITS SHALL BE CONNECTED TO UNSWITCHED PORTION Of LIGHTING CIRCUIT SHOWN. FIXTURE TYPE INDICATED 15Y LIPPER CASE CHARACTERS, SWITCHING AND GROUPING DESIGNATED 15Y LOWER CASE LETTER AND CIRCUIT BY NUMBER (WHERE APPLICABLE). WHEN CONDUCTOR OR CONDUIT 51ZE 15 INDICATED FOR BRANCH CIRCUIT HOME RUN, THE CONDUCTOR AND CONDUIT 51ZE INDICATED SHALL BE USED FOR THE COMPLETE CIRCUIT. REfERTO THE ARCHITECTURAUINTERIORS DOCUMENTS FOR ACTUAL DEVICE LOCATIONS AND DIMENSIONS, REfERTO THE APPROPRIATE DRAWINGS fORTHE EXACT LOCATION Of EQUIPMENT INSTALLED UNDER OTHER DIVISIONS Off THE DOCUMENTS, WHICH REQUIRE ELECTRICAL SERVICE. REFER TO APPROPRIATE DRAWINGS AND MANUfACTUREK5 INSTALLATION MANUAL TO PROVIDE ALL SUPPLEMENTARY AND CONTROL CIRCUITS TO BRING EQUIPMENT TO FULL WORKING CONDITION. EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED IN ALL RACEWAYS. WALL SWITCHES CONTROLLING CIRCUITS Of OFF05ITF PHASES SHALL NOT BE INSTALLED IN COMMON E30X UNLESS PERMANENT BARRIER 15 PROVIDED. ALL RACEWAY AND EQUIPMENT SUPPORTS AND HANGERS SHALL BE FULLY COORDINATED WITH STRUCTURAL DRAWINGS. REFER TO THE ARCHITECTURAL/INTERIORS REFLECTED CEILING PLANS FOR EXACT FIXTURE PLACEMENT AND DIMENSIONS. REf ER TO THE ARCH ITECTU RAUI NTERICK5 DOCUMENTS FOR ACTUAL DEVICE LOCATIONS AND DIMENSIONS. FIELD VERIFY LAYOUT WITH EXISTING CONDITIONS AND STRUCTURE PRIORTO 13EGINNING INSTALLATION. SEE HVAC DRAWINGS FOR LOCATIONS Of EQUIPMENT TO BE POWERED. COORDINATE WITH EQUIPMENT CUT5HEETS AND PROVIDE ADDITIONAL CONTROL CIRCUITS If REQUIRED BY MANUFACTURER. GENERAL DIAGRAMMATIC RACEWAY INTERCONNECTIONS Off EQUIPMENT, FIXTURES AND DEVICES APE INDICATED ON FLOOR AND REf LECTED CEILING PLANS, REf ER TO STRUCTURAL AND ARCHITECTURAL PLANS FOR ELEVATION CHANGES AND RACEWAY ROUTES. PROVIDE SURGE PROTECTION FOR f LECTKICAL AND TELEPHONE SERVICES. EACH PENETRATION Of A FIRE RESISTANT RATED A55EM13LY BY A PIPE, TUBE WIRE OR CONDUIT SHALL BE PROTECTED 13Y A THROUGH PEN ETRATI ON f I RE STOP SYSTEM THAT HAS 13EEN TESTED ACCORDING TO A5TM E814 OR E 139. ELECTRIC RECEPTACLES, SWITCHES, OUTLETS, ETC. SHALL NOT BE INSTALLED 13ACK TO BACK ON FIRE RESISTANCE RATED WALLS. THEY SHALL BE AT LEAST 24-INCHES APART. LEGEN D SYMBOLS DESCRIPTION MOUNTING 1p DUPLEX RECEPTACLE, 120V, 20A, NEMA 5-20K 16" Afff DUPLEX RECEPTACLE, 120V, 20A, NEMA 5-20K 42" Af f OR G" ABOVE COUNTER TOP QUADRAPLEX RECEPTACLE, 120V, 20A, NEMA 5-20P, 15" Afff QUADRAPLEX RECEPTACLE, 120V, 20A, NEMA 42" Af ff OR G" ABOVE AC 5-2OR COUNTER TOP a DUPLEX RECEPTACLE, 120V, 20A, NEMA 5-20K FLUSH WITH FINISHED ff LOOK DUPLEX RECEPTACLE, 120V, 20A, NffMA 5-2OR IN CEILING SPECIAL RECEPTACLE, CONFIGURATION AND ELECTRICAL CHARACTERISTIC AS NOTED ON DWG 18" Aff JUNCTION 15OX f LUSH IN WALL WITH COVER. 51ZE PEP, NEC. 18" Aff JUNCTION 13OX FLUSH IN CEILING WITH COVER. SIZE PEP, NEC. IN CEILING JUNCTION BOX FLUSH IN f IN5HED f LOOK WITH FLUSH WITH FINISHED COVER. SIZE PER NEC. f LOOK SWITCH 42" Aff $3 SWITCH - 3 WAY 42" Affff $05 SWITCH - WALL MTD, INTEGRAL OCCUPANCY 42" AFF 5ENSOR $Lv SWITCH - WALL MTD, LOW VOLTAGE, PILOT LIGHT 42" AFF SWITCH - WALL MTD, DIMMING 42" Aff SWITCH - CEILING MOUNTED OCCUPANCY 5ff N50K IN CEILING TV OUTLET 18" Af ff TELff PHONE OUTLET 15" Aff TELEPHONE OUTLET. SUBSCRIPT: ff - FIREMAN'S 42" AFF OR G" AE30VE PHONE, H - HOUSE PHONE, P - PAY PHONE COUNTER TOP TELEPHONE DATA COME31NATION OUTLET 15" Aff TELEPHONE DATA COMBINATION OUTLET FLUSH WITH FINISHED f LOOP, TELEPHONE DATA COME31NATION OUTLET 42" Af f OR G" ABOVE COUNTER TOP V DATA OUTLET 18" Afff DATA OUTLET 42" Af f OR G" ABOVE COUNTER TOP 0i DISCONNECT SWITCH. SUBSCRIPT: AMF/ # Of AS INDICATED ON POLES / ENCLOSURE DWG Zj FUSED D15CONNECT SWITCH. SUBSCRIPT: AMP/ # AS INDICATED ON OF POLES / ENCLOSURE / FUSE DWG ELECTRICAL PANEL130ARD. REFER TO SURFACE MOUNTED PANEL130ARD SCHEDULE. ON WALL EQUIPMENT AS NOTED ON DRAWING. SURFACE MOLINTED ON WALL AD/ MOTOR HOME RUN WITH WIRE TICKS. XX - PANEL DESIGNATION, # - CIRCUIT DESIGNATION. WIRE XX_# TICKS - (1) NEUTRAL 1, (3) HOT III * (1) GROUND SMOKE DETECTOR. CEILING/ WALL MOUNTff D CEILING 60" Afff HEAT DETECTOR. CEILING/WALL MOUNTED CEILING 80" Aff FIRE ALARM NOTIFICATION DEVICE. AUDIO AND VISUAL. (50" Af f FIRE ALARM NOTIFICATION DEVICE. AUDIO. 60" Af f FIRE ALARM NOTIFICATION DEVICE. VISUAL. 80" Af f FIRE ALARM INITIATION DEVICE. PULL STATION. 42" Aff ABBREVIATION5 AC G" AE30VE COUNTER SPACE OR 42" Aff IG ISOLATED GROUND Af AMP FUSE 15C 5MOKT CIRCUIT CURRENT Afff ABOVE FINISHED FLOOR LTG LIGHTING AL ALUMINUM MTD MOUNTED 5fC BELOW fINISHED CEILING N NEUTRAL BKR BREAKER NL NIGHT LIGHT CND CONDUIT NEC NATIONAL ELECTRICAL CODE CONN CONNECTED OR CONNECTION PNL PANEL CT5 CABLE TV TERMINAL DACKDOARD RECFT RECf FTACLE CU COPPER TEL TELEPHONE DN DOWN TTI5 TEI FFhONE TERMINAL E30ARD E C EMPTY CONDUIT TV TELEV1510N ELEC ELECTRICAL TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR fACP FIRE ALARM CONTROL PANEL TYP TYPICAL FAA FIRE ALARM ANNUNCIATOR PANEL XFMPI TRAN5ffOKMEK G OR GKND GROUND UG UNDERGROUND GfCI OR GF GROUND FAULT CIRCUIT INTERRUPTER WF WEATHERPROOF 67193 Ar E III PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT# 118637 FL COA #28783 Uj Ir Do W CD W w Uj 0- 0 �- 0 _j < < < 0 <Z U _j >_ W W LL_ _j LU LLJ c/) V) _j Ltj IL < ED 0� < LLJ < YJ = 0 LL U L _j 0 0 0 V) M < Df Z wwo�-2��=t < Elf D<C�[L 0 Z Z D C) �_ 0 cj� W LLj Q < C) FI-) :D V) I— E Q� = ozowzz—o z 0 j �-- LI) 0 �-00�-L,20� L, Z § z wo �-- I— �;5 — U 0 L'i 0 0 — Er U 0 0 z ca F-- (D _Qw=) Z�_ZLIJ U z z LU F-- C/) >- LU LLJ EL Q� W LLJ U LLJ D �- 0� U U) 0 Q� Lu Of D =) - LL_ < Of 0 >- �- U < w I- C) w co — z: Of EL U C U C� U C� 0 w Of Lu W Z LL_ _j 0 U a- 0 0 of [L �-- [If z < F, < LL1 Of W U z a- LU — < — Cf) = EL LLJ LLJ LU LU U a < LLJ LLJ U F-- < uw�-<zy-Lu= LJ)§Cr ==awary < 00 < CL FI-) 3 0 > F- Q C� U bj) 03 7� ct U Ur ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I GROUNDING AND E30NDING DETAIL INTERSYSTEM 13ONDING #4 CU TERMI NATION #G CU TO CATV TO TELEPHONE Tf RM IN AL BOARD GROUNDIN CLAMP - MAIN BONDING JUMPER SIZE ACCORDING TO NEC TA13LE 250.102(C)(1) MATCH ONE -LINE GROUND (.!-) WIRE SIZE SERVICE ENTRANCE CONDUIT - SERVICE DISCONNECT EQUIPMENT ",I �, ZI, I MATCH ONE -LINE GROUND (7L-) WIRE SIZE #4 CU 3/4" x 10' jim I GROUND ROD (MIN, G'APART) ONE -LINE DIAGRAM UTILITY 15UILDING STEEL ROD ELECTRODE ENCASED IN BUILDING FOOTING AS FER 250.52(A)(5) fTDl/[:: I I L.0 PRIMARY: 460V 3F3W SECONDARY: 208Y/ I 20V 3P 4W DEMAND KVA: 37.2 #GG ) , 3#3/0, #3/ON, #I /OG PANEL LA 208Y/ I 20V 3F 4W BU5: 400 MAIN: MC13 DEMAND: 37.2 AIC: 22,000 Panel ROOM VOLTS 450Y/277V 3F 4W AIC 22,000 MOUNTING SURFACE BUS AMPS GOO MAIN BKK GOO HAFED FROM UTILITY NEUTRAL 100% LUGS STANDARD NOTE C KT CKT LOAD CKT CKT LOAD # BKR KVA CIRCUIT Df_5CRIPTION # BKR KVA CIRCUIT DF5CRIPTION 1 2011 2.9 LIGHTING a 2 15/3 2.7 CU-7 3 2011 2.2 LIGHTING b 4 1 5 2011 2.G LIGHTING C G 1 7 20/1 3.7 F-f-A, LIGHTING a 8 15/3 2.7 CU-8 5 20/1 0.7 LIGHTING b 10 1 1 1 20/1 0.8 LIGHTING c 12 1 13 2011 0.4 LIGHTING a 14 2011 1.5 EWH- 1 15 2011 0.3 LIGHTING b I G 2011 0.0 SPACE 17 20/1 0.5 LIGHTING c 18 2011 0.0 SPACE 15 2011 1.5 LIGHTING a 20 20/1 0.0 SPACE 21 2011 1.5 LIGHTING b 22 2011 0.0 SPACE 23 2011 0.0 SPACE c 24 20/1 0.0 SPACE 25 2011 0.0 SPACE a 2G 200/3 124.3 PANEL HD 27 2011 0.0 SPACE b 28 1 29 2011 0.0 SPACE c30 1 31 20/1 0.0 SPACE a 32 20/3 0.0 SPACE 33 20/1 0.0 SPACE 1-, 3 4 35 20/1 0.0 SPACE c 3G 37 20/1 0.0 SPACE a 38 175/3 34.1 Xf MR. T-L 39 2011 0.0 SPACE b 40 41 2011 0.0 SPACE c 42 CONN CALC CONN CALC KVA KVA KVA KVA LIGHTING 17.1 21.4 (125%) RECEPTACLES G.7 G.7 (50%> 10) LARGEST MOTOR 15.3 4.8 (25%) KITCHEN 1.2 1.2 (100%) MOTORS 152.4 152.4 (100%) EQUIPMENT NONCONTINUOU5 0. G 0. G (100%) HEATING 4.5 4.5 (100%) TOTALLOAD 19 I.G BALANCED 3-FHA51f 230.5 AMPS PHASE A 1000/0 PHASE B 9G.G% PHASE C 94.2% Panel ROOM VOLTS 208Y/ I 20V 3F 4W AIC 22,000 MOUNTING FLUSH DU5 AMPS 400 MAIN BKR. 400 LAFED FROM T-L NEUTRAL 100% LUGS STANDARD NOTE CKT CKT LOAD CKT C KT LOAD # BKR KVA CIRCUIT Df_5CRIPTION # bKK KVA CIRCUIT DE5CRIPTION 1 20/2 3.0 WH_ I a 2 20/1 O.G MOTORIZED DOOR 3 1 b 4 20/1 O.G MOTORIZED DOOR 5 2011 0.2 RECEPTACLE c G 20/1 0.4 MOTORIZED DOOR 7 30/2 3.1 MCU_ I a (5 20/1 O.G MOTORIZED DOOR 5 1 b 10 20/1 O.G MOTORIZED DOOR 11 20/1 0,2 DEHUMIDIFIER c 12 20/1 O.G MOTORIZED DOOR 13 2011 0.7 RECEPTACLE a 14 2011 0.4 MOTORIZED DOOR 15 2011 0.4 RECEPTACLE b IG 20/1 0.2 MOTORIZED DOOR 17 2011 0.7 RECEPTACLE c 16 20/1 0.4 KEYPAD, RECEPTACLE 13 20/1 0.2 DEHUMIDIFIER a 20 20/1 0.2 KEYPAD 21 2011 0.5 RECEPTACLE b 22 20/1 0.2 RECEPTACLE 23 2011 0.4 RECEPTACLE c 24 20/1 0.7 RECEPTACLE 25 2011 0.7 RECEPTACLE a 2G 20/1 0.4 RECEPTACLE 27 20/1 O.G WATER COOLER 1? 28 20/1 0.4 RECEPTACLE 25 2011 0.1 LIGHTING c 30 20/1 1.2 REFRIGERATOR 31 20/1 0.2 MOTORIZED DOOR a 32 20/1 0.5 RECEPTACLE 33 2011 0.0 SPACE b 34 2011 0.0 SPACE 35 20/1 0.0 SPACE c 3G 70/2 12.5 I`CU-9 37 20/3 0.0 SPACE a 38 1 30 1 19 40 25/2 2.7 CU-9 41 1 c42 1 CONN CALC CONN CALC KVA KVA KVA KVA LIGHTING 0.1 0.1 (125%) RECEPTACLES G.7 G.7 (50%> 10) LARGEST MOTOR 12.5 3.1 (25%) KITCHEN 1.2 1.2 (100%) MOTORS 22.5 22.5 (100%) EQUIPMENT NONCONTINUOU5 O.G O.G (100%) HEATING 3.0 3.0 (100%) TOTAL LOAD 37.2 BALANCED 3-PHASE 103.3 AMP5 PHASE A 121% PHASE 13 G6.7% PHASE C 110% Panel ROOM VOLTS 480Y/277V 3P 4W Al C 2 2, 000 MOUNTING SURFACE 13US AMPS 200 MAIN 13KR MLO H13FED FROM HA NEUTRAL 10007o LUGS STANDARD NOTE CKT CKT LOAD CKT CKT LOAD # BKR KVA CIRCUIT DE5CRIPTION # 13KR KVA CIRCUIT DE5CRIFTION 1 20/3 11.0 fCU_ I a 2 30/3 15.3 FCU-8 3 b 4 5 0 G 7 20/3 11.0 fCU-2 a 6 15/3 2.7 Cu- I 5 1 L' 10 I I I c 12 13 20/3 11.0 fCU-3 a 14 15/3 2.7 CU-2 15 1 1 G 1 17 1 18 1 19 20/3 11.0 I`CU-4 a 20 15/3 2.7 CU-3 21 1 1-) 2 2 1 23 1 c 24 1 25 25/3 15.0 fCU-5 a 2G 15/3 2.7 CU-4 27 1 1-) 28 1 29 1 C 30 1 31 25/3 15.0 fCU-G a 32 15/3 2.7 CU-5 33 1 1, 34 1 35 1 c 3G 1 37 25/3 15.0 fCU-7 a 36 15/3 2.7 CU_G 39 1 b 40 1 41 1 42 1 CONN CALC CALC KVA KVA KVA LARGEST MOTOR 15.3 4.8 (25%) TOTALLOAD 129.1 MOTORS 124.3 124.3 (100%) BALANCED 3-PHA51f 155.3 AMPS PHASE A 100% PHASE 5 100% PHASE C 100% %_jCENSe Z4 ��\ 67193 S TE FLORIDN PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330,9798 PROJECT # 118537 FL COA #28783 w 'u w I— Q� �2 ::) -) (D LIJ w 0 LLJ LL. W Z _j < >_ Lu Lij LO _j < z: LLJ U L_ Lu C/) <Tuj V) 1� < M of < Lu = F-w 0 L' U �u- 0 0 0 L'i < < Q a_ 0 OZZ80 3:to cIfLijwn �-_ < ]- FA 6 z Do w zo Iz- o Lj F- LI) o F < - L: OD IUD Lo, LL z 0 Cn 0 7) z z w D Lu LZLI Xw: � 0, D co - Z V) 0�'_ u 'U':� 3 Q w LL --j n 0 Lu 0� Lu LIJ Z LL _j n < z Z < E < W IL 0 W U w 0- Lu - < - < of M a Lu < Lij Lu Lu u Q� - LIJ uw� y: Y_ Lu u < Lu 01 [)f < z Lu I �� O� F- F- < M < a- i/_5 CS 0 5 F- in 0 u bl) c1t C) 0 u 1A ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I E062 D A GENDNIJAL 5CMEDULE CALLOUT 5YM130L VOLTS KVA CIRCUIT WIRE CALLOUT D15CONNECT DESCRIPTION cu- I 450V 3P 4W 2.7 H[3-8,10,12 1/2"C,3# 12,# 1 2N,# I 2G 3OA/3F/NEMA 3K CU-2 480V 3F 4W 2.7 HB- 14, 1 G, 18 1/2"C,3# 12,# 1 2N,# I 2G 30AV3F/NIfMA 3K CU-3 480V 3F4W 2.7 1-115-20,22,2A 1/2"C,3# 12,# 1 2N,# I 2G 3OA/3F/NEMA 3R CU-4 480V 3F 4W 2.7 1-113-2G,28,30 1/2"C,3# 12,# 1 2N,# I 2G 3OA/3F/NffMA 3K CU-5 480V 3P 4W 2.7 HB-32,34,3C; 1/2"C,3# 12,# 1 2N,# I 2G 30A/3F/NIfMA 3K CU-G 480V 3F 4W 2.7 HE3-36,40,42. 1/2"C,3# 12,# 1 2N,# I 2G 30A/3F/NEMA 3K CU-7 480V 3F 4W 2.7 HA-2AG 1/2"C,3# 12,# 1 2N,# I 2G 30A/3F/Nf-MA 3R CU-8 480V 3P 4W 2.7 HA-8, 10, 12 1/2"C.3# 12,# 1 2N,# I 2G 30AV3F/NEMA 3K CU-9 208/120V 2F 3W 2.7 LA-40,42 1/2"C,2# 12,# 1 2N,# I 2G 3OA/2F'/NEMA 3R Iff-A (D 277V IF 2W 0.1 HA-7 1/2"C, I # 10,# 1 ON,# I OG SWITCHED WITH LIGHTS Iff-A (D 277V IF 2W 0.1 HA-7 1/2"C, I # 10,# 1 ON,# I OG SWITCHED WITH LIGHTS EWH- I 277V IF 2W 1.5 HA- 14 1/2"C, I # 12,# 1 2N,# I 2G 30AI I F/Nf-MA I fCU- I 480V 3F 4W 10.57 H[3-1,3,5 1/2"C,3# 12,# 1 2N,# I 2G 30A/3F/Nf-MA I f CU-2 4,50V 3F 4W 10.57 HB-7,9,1 I 1/2"C,3# 12,# 1 2N,# I 2G 30A/3F/NEMA I f CU-3 480V 3F 4W 10.97 H[3-13,15, 1 -7 1 /2"C,3# 12,# 1 2N,# I 2G 30AV3FINEMA I I`CU-4 480V 3F4W 10.57 HB- 1 5,21,2_3 1/2"C,3# 12,# 1 2N,# I 2G 30A/3F/NEMA I fCU-5 480V 3F 4W 14.9G Hb-25,27,29 1/2"C,3# 10,# 1 ON,# I OG 30AV3FINEMA I fCU-G 480V 3F 4W 143G 1-115-31,33,35 1/2"C,3# 10,# 1 ON,# I OG 30A/3F/NEMA I fCU-7 4(50V 3P 4W 143G HB-37,30,41 1/2"C,3# 10,# 1 ON,# I OG 30A/3F/NEMA I fcU-6 4(5OV 3P 4W 15.25 HB-2AG 1/2"C,3# 10,# 1 ON,# I OG 3OAV3F/Nf-MA I I'CU-9 208/120V 2F 3W 12.48 LA-3G,38 I "C,2#4,#4N,#6G I OOA/2F/NIfMA I Mcu- I 208/120V 2P 3W 3.12 LA-7,9 1/2"C, 2# 1 2X 12 N,# 12 G 30A/2F/NEMA 3K WI -I - I 208V 2F 2W 3 LA- 1, 3 1/2"C, 2# 12,# 1 2G 30A/2F/NEMA I 5TORAGE LUMINAIRE 5C�iEDULE CALLOUT SYMBOL LAMP DESCRIPTION MODEL TOTAL VA VOLT5 QUANTITY A (1) 42W LED 4'LED 5TRIf�'WITH INTEGRAL OCCUPANCY COLUMBIA 42 277V IF 2W 145 SENSOR #LCL-4-40-ML-E-U-LCLWG4 Alf (1) 42W LED 4'LED STRIP WITH INTEGRAL OCCUPANCY COLUME31A 42 277V IF 2W 101 SENSOR WITH EMERGENCY BALLAST #LCL-4-40-ML-F-U-ELL I 4-LCLWG4 C (1) 42W LED 2x4 TROf ff ER, LED COLUMBIA 42 277V I P 2W I I #L5ER-22-50-ML-G-C-E-U CE (1) 42W LED 2x4 TROf FER, LED WITH EMERGENCY BATTERY COLUMBIA 42 277V I P 2W 8 #L5IfR-22-5O-ML-G-C-E-U-ELL 14 f (1) 42W LED 4'5TRIF COLUME31A #LCL- 14-50-ML-G-C-E-U 42 277V I P 2W 2 NL (1) 42W LED 4'LED STRIP WITH EMERGENCY BALLAST. NIGHT COLUME31A 42 277V IF 2W 2 LIGHT #LCL-4-40-ML-E-U-ELL I 4-LCLWG4 0 (1) 1 O3W LED EXTERIOR WALL PACK LITHONIA D5XW2 LED 30C 1000 109 277V IF 2W 49 T31VI MVOLT 0 Iff (1) 109W LED EXTERIOR WALL PACK W1 BATTERY BACKUP LITHONIA DSXW I LED 20C 530 109 277V IF 2W G T3M-MVOLT-ELCW P, (1) 3 1 W LED TRACK LIGHTING AMERLUX 31 120V I F 2W 3 MUKH-3 I -LED-BT-T51-120-WW-30 ON AMERLUX GE5208-2-GES I I -Gf-541-2 x (1) 5W LED THERMOPLASTIC EXIT SIGN WITH BACKUP COMPA5 #CER 5 277V IF 2W 33 BATTERY Ai?41 \'ACEN4- 67193 �BjATE FLORMN Lill �%wwuwww ah PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT # 118537 FL COA #28783 w Uj cy- �:? D (D Uj w 0 W U- W -1 --j 1-cl- 1z >- 0 __j w < Z LU V) z < =0�-w 0 LL U F-- -mi 0 0 0 z < 0�� Z: LU C) < 0 a_ 0zz:::)C) �Etoy-Q�Lu 0 ::) OF-EWQ < 0 Ir OZOLUZZ- z Cl) 0 F-- 0 0 F-- 0 z < U-Kw�:�-�;-)-UOLLO C/)LLZ3:0'C/) 0 C/) zw �Do -0wDUZ[--ZLU M� Z ZLLJ=�--Ou z >- LU w IL Q� D w w (-) LLJ D Q� U C/) 0 --) 0� LU - Of 1) Z) - U- z < �- U �- <WF-nl-- 0 w M-70 EZ IL U 0 U C' (-) n LL. -i = < z b� 0 0 w 0� w LU Z LL -i C� U a- 0 (D LLJ [L �- Q� z < C-) < LLj Er LIJ U Z 0 [L LU - < - w a-, = CL LU P < 3: LU W U cu) < ci� ow LU � < z LU LT-- < M < CL FI-) C� 0 5 a) 0 CE sp ISSUE: FOR CONSTRUCTION DUA7TQT"XTQ- I I PROJECT NUMBER 201812 DATE 4-3-19 II SfIEET NUMBER I I E003 - — -.-L-- -- -- - I -- — L GENERAL NOTE5 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR, EXACT LOCATIONS Of ALL CEILING MOUNTED DEVICES. ALL RECEPTACLES SHALL BE GROUNDED AS REQUIRED BY ARTICLE 250-14G. PKOVIDE UN5WITCMED HOT I FG Off CIRCUIT TO EMERGENCY LIGHTING AND EXIT SIGNS. FIXTURES NOT INDICATED TO 15E CONTROLLED 13Y OCCUPANCY SEN50RS SHALL 13F CONNECTED TO LIGHTING CONTROL PANEL AND SHALL DE TIME CLOCK CONTROLLED. LIGHTS LABELED NL AKE NIGHT LIGHTS, r,EYNOTF5 PROVIDE JUNCTION E30X FOR POWER TO KEYPAD. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION IN FIELD. I -- PROVIDE JUNCTION BOX IN CEILING FOR POWER TO HANDICAPPED DOOR MOTOP'. TYPICAL. PROVIDE JUNCTION E30X IN CEILING FOR. POWER TO DEHUMID11' IER. COOP'DINATF EXACT POWER REQUIREMENTS WITH MECHANICAL CONTRACTOR. HA-3 #10 z rP� CE 11. 1 FIRST FLOOR SCALE: 1 /8"=1'-0" LA-20 PLAN - BLDG A 0 0 I If, 1A - A% 67193 E FIORIDN 71 A IIIIIIIIIIIIIw" PROFICIENT E N G I N E E R I N G 6991 Peachtree industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT# 118537 FL COA #28783 w " ry �2 D 0 [if Uj WLL =w QD UJ a F- C� Z -J z Er < z >- E < < Z LLJ -i >- LU w '0 -1 LU Cf) V) -JLUW <Ma< z < T Lij C) , wu F- 0 -J I-- �- �- 00 L < U) U Q� Z 0 j/-)z D 0�--LL-()!e (1) C) Z (,0 LLJ Z Z — r) C/) 0 0 0 F- LL - LJ Lu CL- a z z LLJ �-- C/) D = w W U F-- a U 0 0 a LLJ a::D =) - , ' LLJ z < C� U w F- C� F-- 0 Z C/) C� D�[LUOUOUQL--j =<Z 0 0 LIJ a w Lij Z LL -J 0 0 (D Cc 0� Z < < w U IL z w . Q� Uj U C/) IL LU — < — Elf =a-Ljjw<L6p=-O� LU LLJ U U W �-- 2� [)� LIJ < = Ir Lij Q� 0� — < z — LU T 0� F-- < M < a- (/) Q 0 1--- c:� I a) 4-j 7� ct 7� C) U W a t, I % mew - wu NJ j w I I ISSUE: FOR CONSTRUCTION I I PROJECT NUMBER 201812 DATE 4-3-19 I I SBEET NUMBER I I GENERAL NOTF5 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS Of ALL CEILING MOUNTED DEVICES. ALL RECEPTACLES SHALL DE GROUNDED AS REQUIRED E3Y ARTICLE 250-14G. PROVIDE UNSWITCHED HOT LEG Of CIRCUIT TO EMERGENCY LIGHTING AND EXIT SIGNS. FIXTURES NOT INDICATED TO 15ff CONTROLLED DY OCCUPANCY SENSORS SHALL E3F CONNECTED TO LIGHTING CONTROL PANEL AND SHALL BE TIME CLOCK CONTROLLED. LIGHTS LAE3ELff 1) NL ARE NIGHT LIGHTS. KEYNOTF5 Q EXHAUST FAN TO DE CONTROLLED WITH LIGHT SWITCH. C�) PROVIDE JUNCTION 13OX FOR FOWER TO KEYFAD. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION IN FIELD. PROVIDE JUNCTION 13OX IN CEILING fOF, POWER TO HANDICAPPED DOOR MOTOR. TYPICAL. PROVIDE JUNCTION 13OX IN CEILING FOR POWER TO DEHUMIDIFIER. COORDINATE EXACT POWER REQUIREMENTS WITH MECHANICAL CONTRACTOR. KNOX 13OX ffOR SHUNT TRIP DISCONNECT FOR SERVICE DISCONNECT. 30A/2P/NEMA I D15CONNECT SWITCH fOR INDOOR MINI -SPLIT UNIT. INDOOR UNIT TO DE POWERED FROM OUTDOOR UNIT. H H LA- 18 --) L_ \__� \-/ I \4 L_/ I I \_j \_j I \ I I-- f-\ 1 N Lj I— L-11 \_j SCALE: 1/8"=V-0" J-2 'U_G I -A-22 #10 U-3 -U , -7 67193 FLORIDN PROFICIENT E N G I IN E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT # 118537 FL COA #28783 w LIJ W Ljj Cf) LLJ cD LLJ LU 0 LL_ Z _j 0� z ��: D (—,,) ly < z E < < __j Uj LU 0 _j W < z 'j U C/) _j [L LL < in a� < LLi < LLI LU 0 LL U 0 1 = _j 1— 0 U) M < < qe z LU < C) Z D� C) M Z 0 0 uj 0 LIJ C) C:, — < 0 Z D 0 LL oo� z 0 Z c/) LLJ Z Z — 0 0 0 0 LL - LLJ Lu M Q� D w z F=- 'U 0 C)�� LU LU Uj I=r _UD 0 2 Z- < 0� n U < LU �-- C� �- (D LU = U) ty EL U 0 U 12) U C� LL_ __j < Z C/i Q 0 LU ae Uj LLJ z U_ _j C� U EL 00 LLJ 0� I— a- �- 11� z < LLJ Q� LU U 0 a- TE U-i 1 < LU E IL < L6 < '2 = U Uj � z LIJ U � Uj LU U '—y LU �_ F)__ - < 0� LU 0� Q� < z — LLJ T Of < M < M (1) ;_S A lkw� cis ct SSUE: FOR CONSTRUCTION VISIONS: 11 PROJECT NUMBER 201812 DATE 4-3-19 I I S11EET NUMBER I I it I U 101 z N N FLOOR PLAN - BLDG D SCALE: 1/8"=V-0" FLOOR PLAN - BLDG C SCALE: 1/8"=V-0" FLOOR PLAN BLDG B SCALE: 1/8"=V-0- r* 101 0%0%%III I I I I I i ill,,, VA- A 67193 FLORIDN ION PROFICIENT E N G1 N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT# 118537 FL COA #28783 w , 0, , "f u = (D LU LLJ V) Uj LU 0 LL —J cl) < z < < 0 C/) —j >- LIJ LLj LL _j w < LU —i LU IL = < CE Q� < LU < = C/) F- LLJ 0 LL L) 7- F— V) --i F-- 00 0 LU < Z < < C� CL 0 0 D 0 �— 0 [If LLJ LLJ C� C� < 0 z D U) Qf z 0 V) LLJ z 0 (D 0 0 �-- < W- �-- - U OLL 0 LL Q 0 (f) z LU U) 0 z M In LU C/) z >- LU LLJ CL Q� LLJ LU U LLj Of U U) 0 0� LLJ — of =) :D - LL z < Of i:� >- U w C:) o LLJ M — Z C/) CK EL U 0 L) 0 U 0 LL —j = < = U) C� 0 LU (]f LLJ LLJ Z LL —J 0 U CL 0 0 w of a- CK Z < E < W Of U z CL LLJ < _ _j V) (]� 0- w < L6 < E = ��: LIJ LU U U LLJ L-U F- LL, U < = = a LLJ ()� Of < z LU Cf) Q� < co < IL U-) Q 0 F-- > E 0 a) 0 ICU all c4n 0 sai 0 U U % .j NJ ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I 0 0 Gf—Nf:PAL NOTE5 RE f ER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS Of ALL CEILING MOUNTED DEVICES. PROVIDE UN5WITCHED HOT LEG Of CIRCUIT TO EMERGENCY LIGHTING AND EXIT SIGNS. f IXTURES NOT INDICATED TO 15E CONTROLLED BY OCCUPANCY 5f NSORS 5HALL 13E CONNECTED TO LIGHTING CONTROL PANEL AND SHALL BE TIME CLOCK CONTROLLED. HA-2 I #10 0 0 0 0 0 0 0 0 F- 0 0 0 0 0 0 0 z FLOOR PLAN BLDG F E1.4 SCALE: 1 /W0=1$-01' HA 1P 0 0 0 0 0 0 0 ZrF`� FLOOR PLAN BLDG E E1-4 SCALE: 1/8"=l'—O" 0% vx UNSIr 67193 Ev FLOROk A Umwwwww PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT# 118537 FL COA #28783 Uj :U:) INUD-1 11� 0 D Uj 'D w Ui 0� ZO L3U: ae < -i W -1 w < U -j w IL I[: < En 0� < w < 0 L' U �2 Q I,-- �'- 0 0 0 2� = I-- < r:j [ < w <y Of X: -Z :7) 0 0 w < 0 w :LOOZOWZZ-00� 06t M0 [--00E-02� Lt K F- U 0 - z 3: of 0 �- 0 1) 0 zw 0— U nwDUZF-zw 11�1�- z Z w = �--- U) z >- w w IL [r D LLJ w WU di U 0 0 --) Q� ff 3D�DD- LLZ< C�>-�-U[-- < w �-- C� �- LU CD — z CO CK IL U 0 U in 0 0 LL- -j = < Z U) C� 0 LIJ 0� LLJ W C) Z LL- -J C� U a_ 0 0 w pf �- a- �- Of z < < w 0, LLJ U z EL — LLJ — < 6- < E (f) = = (L w < Uj — D-- 3: w w U U w w F- F- 0� LL < z ��; = F-- F- < M < EL u-) Q (D I-- YL-j �- U �-s n N%"4 ct 4-j .j via ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I SBEET NUMBER I I E104 z GENE KAL NOTE5 RF-ffERT0 ARCHITECTURAL REILECTED CEILING PLAN fOR EXACT LOCATIONS Of ALL CEILING MOUNTED DEVICES. ALL RECEPTACLES SHALL 5E GROUNDED AS REQUIRED 13Y ARTICLE 250-14G. ENLARGED OFFICE PLAN SCALE: 1/4"=l'—O" LA-27 I I I 111 ifil"11j, M-A / V \ \-kc -k C 'kCENS, 67193 IFLORIDN mum", PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT # 118537 FL COA #28783 LIJU M, of 11� E: LU Uj Uj 0 LU -J z 3: G Of 1< z < >- Uj Uj 0 E < _j < z LL Uj LU U) co LU 0- D-- < En 0� < Uj 0 LU 0 Lj- U I-- Cn —1 0 0 C/,) U) M < 0 - Ujuj IL 0� D w z 2:: 1-- U LU Of U 0 0 CK af D D - < < w �-- Q F- 0 Uj Cn — Z C/-) Q� a- U 0 U U C� LL -i = < Z C� 0 Uj D� LU LU z a- -i C� U [L 0 Uj (L �-- Of < E < w Q� w U z co LU 5-M f<3 - < < CK LU w w U Ir U Uj �- �- w U < a w 0� 0- — < z — LU = 0 Q� < M < CL C/) 0 0 �- > F- 0 0 65 r U 1A Z lu U ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SBEET NUMBER I I E2 0 1 __ __ I J I 1 1 1 IL COMcheck Software Version 4.1.1.0 Interior Lighting Compliance Certificate Project Information Energy Code: 2017 Florida Building Code, Energy Conservation Project Title: Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Additional Efficiency Package(s) Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Wafts (ft:2) Wafts / ft2 (B X C) I -Common Space Types:Storage 1000 sq.ft. 52266 0.57 29792 Total Allowed Watts 29792 Proposed Interior Lighting Power A B C D E Fixture ID : Description i Lamp / Wattage Per Lamp f Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Waft. 1-Common Space Types:Storage >=1000 s LED: A (STORAGE): *LED STRIP WITH INTEGRAL OCCU: Other: 1 140 42 5880 1 ED: AE: 4'LED STRIP WITH INTEGRAL OCCU: Other: 1 101 42 4242 LED: C: 2x4 TROFFER, LED: Other: 1 10 42 420 LED: CE: 2A TROFFER, LED WITH EMERGENCY: Other: 1 8 42 336 LED: F: 4'STRIP: Other: 1 2 42 84 LED: NL: 4'LED STRIP WITH EMERGENCY BAL: Other: 1 2 42 84 Total Proposed Wafts 11046 Interior Lighting PASSES. Design 63% better than code Interior Lighting Compliance Statement Compliance Statement, The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspecti on Checklist, Brian M. Affnenta, PE, LEED AP 2018-12-18 Name - Title Signature Date Project Title: Report date: 12/18/18 Data filename: X\share.peiatl.com\projects\118\118537 Zephyr Commons SS Zephyrhills FL\118537 Page 1 of 7 COMCHECK.cck co-- - - - - % _*pl C405.2.1 Lighting controls installed to uniformly ElComplies Requirement will be met. [EL15]1 'reduce the lighting load by at least I DDoes Not .50%. EINot Observable, ONot Applicable C405.2.1 I Occupancy sensors installed in ElComplies 'Exception: Automatic -on controls are allowed in corridors, I [EL1811L required spaces. ElDoes Not stairways, restrooms, primary building entrance areas and Observable: : lobbies, and areas where manual -on controls could impact safety or security. :F-]Not Applicable In ependent lighting controls installed 'ElComplies Exception: Lighting that is related to means of egress in c4b d &65,=-i per approved lighting plans and all �J ElDoes Not stairways, ramps, corridors, or emergency routes. manual controls readily accessible and :[]Not Observable I visible to occupants. EINot Applicable Automatic controls to shut off all bcomplies Requirement will be met. i Id' I , bui ing ighting installed in all ElDoes Not b u i I d i ng s. ZINot Observable EINot Applicable Daylight zones provided with COMPI es Requirement will be met. i I-,, individual controls that control the I _1Does Not lights independent of general area �E]Not Observable lighting. Applicable C405.2.3, Primary sidelighted areas are 'ElComplies Requirement will be met. C405.2.3. equipped with required fighting MDoes Not 1, controls. C405.2.3. :E]Not Observable 2 UNot Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area TIComplies Requirement will be met. C405.2.3. under skylights and rooftop monitors IlDoes Not 1, are equipped with required lighting '0Not Observable C405.2.3. !controls. 3 17INot Applicable [EL2111 C405.2.4 :Separate lighting control devices for B-Complies Requirement will be met. [EL4]1 specific uses installed per approved ElDoes Not :lighting plans. ZINot Observable , 'E]Not Applicable C405.2,4 'Additional interior lighting power [komplies Requirement will be met. [EL811 allowed for special functions per the tlDoes Not ,approved lighting plans and is UNot Observable automatically controlled and �[]Not Applicable separated from general lighting. C405.2.5 'Automatic lighting controls for exterior, [EL25]nu,l 'lighting installed. Controls will be �E]Does Not claylight controlled, set based on �F-INot Observable ;business operation time -of -day, or �E]Not Applicable ,reduce connected lighting > 30%. C405.3 Exit signs do not exceed 5 watts per ElComplies 'Requirement will be met. [EL6]1 face. DDoes Not 'E]Not Observable �DNot Applicable Additional Comments/Assumptions: I I High Impact (Tier 1) Imedium Impact (Tier 2) Low Impact (Tier 3) Project Title: Report date: 12/18/18 Data filename: \\share.peiatl.com\projects\118\118537 Zephyr Commons SS Zephyrhills FL\118537 Page 4 of 7 COMCHECK.cck 6 COMcheck Software Version 4.1.1.0 Exterior Lighting Compliance Certificate V Project Information Energy Code: 2017 Florida Building Code, Energy Conservation Project Title: Project Type: New Construction Exterior Lighting Zone 2 (Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor: Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Wafts Wafts i Unit Wattage (B X C) Main entry 40 ft of door 20 Yes 800 Total Tradable Wafts (a) = 7885 Total Allowed Watts = 7885 Total Allowed Supplemental Wafts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Waft. Main eno (40 ft of door width): Tradable Wattage LED 1: 0, OE: LED Other Fixture Unit 103W: 1 77 109 8393 Walkway >= 10 feet wide (50610 ft2): TradaWa_W3ALage Total Tradable Proposed Watts 8393 Exterior Lighting PASSES: Design 1 % better than code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Brian M. Armenta, PE, LEED AP 2018-12-18 Name - Title Signature Date Project Title: Report date: 12/18/18 Data filename: \\share. peiati.com\projects\1 18\1 18537 Zephyr Commons SS Zephyrhills FL\118537 Page 2 of 7 COMCHECK.cck 11 High Impact (Tier 1) 2," �� ', Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Report date: 12/18/18 Data filename: \\share.peiati.com\projects\118\118537 Zephyr Commons SS Zephyrhills FL\118537 Page 5 of 7 COMCHECK.cck COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 2017 Florida Building Code, Energy Conservation Requirements: 77.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. e7 'E" AD C405.6 :Plans, specifications, and/or �OComplies [PR1711 calculations provide all information :E]Does Not with which compliance can be IE]Not Observable: Aetermined for the electrical systems �ONot Applicable and equipment and document where exceptions are claimed. Provisions are 1 nade for metering individual tenant units. Feeder connectors (for feeder :and branch circuits) sized in accordance with approved plans with maximum drop of 5% voltage drop tota 1. C1012 'Plans, specifications, and/or ElComplies Requirement will be met. [PR411 calculations provide all information '�E]Does Not with which compliance can be I IE]Not Observable 1, determined for the interior lighting and electrical systems and equipment EINot Applicable and document where exceptions to the standard are claimed. Information :provided should include interior lighting power calculations, wattage of; bulbs and ballasts, transformers and ,control devices. C1032 Plans, specifications, and/or "ElComplies [PR811 calculations provide all information E]Does Not with which compliance can be EINot Observable: determined for the exterior lighting ONot Applicable and electrical systems and equipment c and document where exceptions to ;the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C406 Plans, specifications, and/or OComplies [PR9]1 calculations provide all information ElDoes Not !with which compliance can be ONot Observable i determined for the additional energy I ONot Applicable efficiency package options. Additional Comments/Assumptions: 11 High Impact (Tier 1) [�,, (Tier Medium Impact (Tier 2) 1, 3, 1 Low I mpaci� Project Title: Report date: 12/18/18 Data filename: \\share. peiatl.com\projects\l 18\1 18537 Zephyr Commons SS Zephyrhills FL\118537 Page 3 of 7 COMCHECK.cck C303.3, �, Furnished O&M instructions for !UComplies Requirement will be met. C400',,2.5. ;systems and equipment to the T]Does Not 2 [FI1713 building owner or designated representative. 0Not Observable EINot Applicable C405.4.1 Interior installed lamp and fixture [kornplies See the Interior Lighting fixture schedule for values. [FI1811 lighting power is consistent with what InDoes Not is shown on the approved lighting �[]Not Observable', plans, demonstrating proposed watts EINot Applicable are less than or equal to allowed watts. C405.5.1 Exterior lighting power is consistent [kornplies See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved TIDoes Not lighting plans, demonstrating watts are less than or equal �[]Not Observable proposed to allowed watts. 'E]Not Applicable C408.2.5. Furnished as -built drawings for ElComplies Requirement will be met. I electric power systems within 90 days !DDoes Not JFI161� ',of system acceptance. EINot Observable' ot pp ca e C408.3 Lighting systems have been tested to ElComplies Requirement will be met. [F13311 ensure proper calibration, adjustment, ElDoes Not ,programming, and operation. 4,[--]Not Observable I EINot Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) "-,2 �� Medium Impact (Tier 2) 3 Low Impact (Tier 3) 1 Project Title: Report date: 12/18/18 Data filename: \\share.peiatl.com\projects\118\118537 Zephyr Commons SS Zephyrhills FL\118537 Page 6of 7 COMCHECK.cck VA. AR4f11'1,, VIC 67193 FLORIDN IONA Ilk PROFICIENT ENGI NEER[ NG 6991 Peachtree Indushial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT 4 118537 FL COA #28783 LU UJ , , , , N oe W 0 W �L _L1 L_UJ a_, Z < _J 'W 0 _J 'Ja- T--<roof <M0 < I— W 0 _ U F--- :"-) M , <, 'W �,- 0 0 0 0 5� D� Z LL1 < < < C�l IL 0 C) 0 12 W W n < 0 E�-) E Ej� < 0 0 0 LL_ LL WC �- 1— 0 W 0 /) 0 Z 0- U Z W En LU D Z Z Z W U >- LU LU EL a D LU :D I— 1h U 0 0 _-) 0� LU U 0 0_1Q_U0U0UC)LL_J 7<-Zu) 0 0 W X W LLJ Z LL _J C� U 0 (D W 5- F- ry Z < E < W X U Z LU - < - 0 01 = 0- LL1 W < LLJ LU L) U LU LLJ �_ < Fr U I--- < X LU X X Z Lu T �� - ry < M < a- (f) Q 0 > �- C E�: Es CE 0 U % NJ U oil ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMEIER 201812 DATE 4-3-19 SBEET NUMBER E .3- 411111 * I r 15FECIfICATION5 SHOP DRAWINGS: SUBMIT SHOP DRAWINGS FOR REVIEW. PDf FILES PREFERRED. SHOP DRAWINGS SHALL BE BOUND INTO VOLUMES (f ILES), WITH EACH VOLUME (FILE) CONTAINING ONE COPY Off ALL SHOP DRAWINGS. ALL SHOP DRAWINGS SHALL BE SUBMITTED SIMULTANEOUSLY; NO SHOP DRAWINGS WILL BE CHECKED UNTIL ALL HAVE BEEN SUBMITTED. SUBMITTALS SHALL 13E SUPPORTED BY DESCRIPTIVE MATERIAL, SUCH AS CATALOG CUTS, DIAGRAMS, PERFORMANCE CURVES AND CHAPT5 PUBLISHED DYTHE MANUFACTURER, TO SHOW CONFORMANCE TO SPECIFICATION AND DRAWING REQUIREMENTS; MODEL NUMBERS ALONE WILL NOT BE ACCEPTABLE. ALL LITERATURE SMALL CLEARLY INDICATE THE SPECIFIED MODEL NUMBER, DIMENSIONS, ARRANGEMENT, RATING AND CHARACTERISTICS Of THE PROP05ED EQUIPMENT. CAPACITIES AND RATINGS SHALL 13E BASED ON CONDITIONS INDICATED ORSPECINED HEREIN. ANY DEVIATIONS FROM SPECIFIED EQUIPMENT (PARTICULARLY TH05E WHICH REQUIRE COORDINATION WITH OTHER TRADES) SHALL BE CLEARLY NOTED IN A CONC15E LIST ON A SEPARATE SHEET. TEST AND BALANCE: THE CONTRACTOR SHALL RETAIN THE SERVICES Of AN INDEPENDENT TEST AND BALANCE AGENCY THAT 15 INDEPENDENT Of ANY CONTRACTOR, SUD-CONTRACTOR, OR MANUFACTURER TO PERFORM THE TESTING AND BALANCING AND PREPARE REPORTS TO THE GENERAL CONTRACTOR. THE INDEPENDENT TEST AND BALANCE AGENCY SHALL HAVE A CERTIFIED MEM13ER Of THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEDD). TEST AND BALANCE SHALL AL50 PROVIDE QUOTE TO PERFORM BALANCING FOR COMFORT SIX MONTHS AFTER THE SPACE 15 OCCUPIED. P-TAB.COM OR EQUIVALENT. GUARANTEE: GUARANTEE THAT EACH PIECE Of APPARATUS SHALL BE Off THE CUSTOMARY STANDARD AND QUALITY FURNISHED BY THE DE51GNED MANUFACTURER FOR THAT CATALOG NUMBER. GUARANTEE THAT THE AIR SYSTEMS SHALL OPERATE WITHOUT AERODYNAMIC N015E GENERATED f KOM THE FAULTY INSTALLATION Of DUCT WORK OR ANY COMPONENT OF THE AIR DISTRIBUTION SYSTEM. GUARANTEE THAT AH SYSTEMS AND COMPONENTS SHALL 15E PROVIDED WITH A ONE YEAR WARRANTY f ROM THE TIME Off DATE Of 5UI35TANTIAL COMPLETION. THE WARRANTY SHALL COVER ALL MATERIALS AND WORKMANSHIP. DUKINGTH15 WARKANTYPERIOD, ALL DEFECTS IN MATERIALS AND WORKMANSHIP SHALL BE CORRECTED BY REPAIR OR REPLACEMENT WITHOUT INCURRING ADDITIONS TO THE CONTRACT. GENERAL NOTES: RE fER TO ARCHITECTURAL REf LECTED CEILING PLANS FOR EXACT LOCATION Of ALL CEILING MOUNTED EQUIPMENT. ALL DUCT DIMENSIONS INDICATED IN THESE DOCUMENTS ARE IN51DE-CLEAR DIMENSIONS. PORTIONS Of DUCTWORK OR PIPING VISIBLE THROUGH GRILLES AND REGISTERS IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK, PAINT 13LACK BEHIND ALL GRILLES. ALL WIRING IN THE CEILING PLENUM SHALL BE PLENUM RATED CABLE. MOUNTING FRAME Of CEILING MOUNTED AIR DISTRI15UTION DEVICES SHALL 15E COMPATIBLE WITH CEILING TYFE. RE fER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPE. ALL FIRE SEPARATIONS MUST BE PROTECTED WHEN APPLICABLE. PROVIDE NEW FILTERS (ME RV 7 OR BETTER PEP, OWNER) FOR ALL APPLICABLE HVAC EQUIPMENT AT THE END Of CONSTRUCTION. ALL MATERIAL IN PLENUM MUST MEET FIRE AND SMOKE SPREAD AS REQUIRED BY NFPA 90A. ALL ROOF PENETRATIONS TO BE 12" APART AND AT LEAST 12" AWAY FROM CURBS, WALLS, AND DRAIN SUMPS TO PROVIDE ROOF ING CONTRACTOR WITH SUFFICIENT ACCESS FOP, FLASHING EACH ROOF PENETRATION. 5UI35TITUTION5 MUST BE APPROVED IN WRITING BY ARCHITECT PRIOR TO 131D SUBMISSION. CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS AND SMALL BE FAMILIAR WITH THE SCOPE AND REQUIREMENTS Of TH15 PROJECT. ANY D15CREPANCIE5 OR LACK Of CLARITY IN THE DOCUMENTS SMALL 13E IDENTIf IED TO THE ARCHITECT OR ENGINEER PRIOR TO THE SUBMISSION Of PRICING BIDS. WITH A SUE3MP7ED BID. CONTRACTOR 15 ACCEPTING THESE DOCUMENTS AS 5Uf f ICIENT DEf INITION Of THE SCOPE OF: WORK, AND ANY ADDITIONAL COSTS BASED ON UNCLARITY Of CONTRACT DOCUMENTS WILL NOT 13E CON51DERf D. THE CONTRACTOR SHALL REFERENCE THE FULL SET Of CONSTRUCTION DOCUMENTS DURING PRICING AND CONSTRUCTION FOR COORDINATION BETWEEN DISCIPLINES RELATIVE TO THE MECHANICAL SCOPE. DUCTWOKK AND ACCESSORIES: INDUSTRY STANDARDS: COMPLY WITH 5MACNA (SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION) HVAC DUCT CONSTRUCTION STANDARDS, RECOMMENDATIONS FOR FABRICATION, GAUGES, CONSTRUCTION AND DETAILS, AND INSTALLATION PROCEDURES, EXCEPT AS OTHERWISE INDICATED. COMPLY WITH A5hRAE (AMERICAN 50CIETY Of HEATING, REf RIGEKATING AND AIR CONDITIONING ENGINEERS) FUNDAMENTALS HANDBOOK RECOMMENDATIONS, EXCEPT AS OTHERWISE INDICATED. DUCTWORK METAL AND GAUGES: EXCEPT AS OTHERWISE INDICATED, FABRICATE DUCTWORK FROM GALVANIZED SHEET STEEL COMPLYING WITH A5TM A527, LOCKFORMING QUALITY, WITH ASTM A525 G90 ZINC COATING, MILL PHOSI-HATIZED. GAUGES TO COMPLY WITH SMACNA STANDARDS. DUCT SEALANT: NON -HARDENING, NON -MIGRATING MASTIC OR LIQUID ELASTIC SEALANT (TYPE APPLICABLE ffOR THE fAbRICATION/11\15TALLATION DETAIL) AS COMPOUNDED AND RECOMMENDED BY THE MANUFACTURER SPECIf ICALLY FOR SEALING JOINT5 AND SEAMS IN DUCTWORK. DUCTWORK SUPPORT MATERIALS: EXCEPT AS OTHERWISE INDICATED, PROVIDE UPPER ATTACHMENT. HANGERS Of GALVANIZED STEEL STRAPS, OR STEEL KOD5 AND LOWER ATTACHMENT FOR SUPPORT Of DUCTWORK. HANG[ NG/SUFPORT SYSTEMS SMALL 15E IN ACCORDANCE WITH SMACNA REQUIREMENTS. EXFOSED DUCTWORK SHALL BE DOUDLE-WALL SPIRAL FIFE WITH PAINT GKiP UNLE55 OTHERWISE NOTED OR SUBSTITUTION APPROVED BY OWNER. VOLUNTARY ALTERNATE EXPOSED DUCTWORK SHALL BE 51NGI F-WALL SPIRAL FIFE UNLE55 OTHERWISE NOTED OR SUE35TITUTION APPROVED BY OWNER. ALL EXPOSED DUCTWORK SHALL 13E LINED IN LIEU Of WRAPPED. DUCT LINER THERMAL RESISTANCE SHALL MEET THE MINIMUM VALUES SPECIFIED IN FAKAGRAPH'DUCT INSULATION' BELOW. DUCT INSULATION: R-5 SUPPLY, OUTSIDE AND RETURN AIR DUCT INSULATION IN UNCONDITIONED SPACES R-8 SUPPLY AND RETURN AIR, DUCT INSULATION OUT51DE THE 13UILDING R-8 INSULATION BETWEEN DUCT5 AND THE 13UILDING EXTERIOR WHEN DUCTS ARE PART OF A 13UILDING ASSEMBLY CEILING FAN: CEILING MOUNTED EXHAUST fAN5 SHALL BE Of THE Cff NTRIf UGAL DIRECT DRIVE TYPE, THE PAN HOUSING SHALL 13E CONSTRUCTED Of STEEL. THE PLASTIC DUCT COLLAR SHALL BE A TAPERED SLEEVE FOR EASE Of CONNECTION TO 3 IN AND 4 IN POUND DUCTWORK AND SMALL INCLUDE A 5ACKDRAfT DAMPER. THE GRILLE SHALL 15E CONSTRUCTED Of NON -YELLOWING HIGH STRENGTH POLYMER AND ATTACHED TO THE HOUSING WITH TOR51ON SPRINGS. THE WHEELS SHALL BE CONSTRUCTED Of HIGH STRENGTH POLYMER. THE ACCESS FOP, WIRING SHALL 13E EXTERNAL, THE MOTOR DISCONNECT SMALL 13E INTERNAL AND Of THE PLUG IN TYPE. ALL fAN5 SHALL 13EAR THE AMCA CERTIFIED RATINGS SEALS FOR SOUND AND AIR FERffORMANCE AND SMALL 13E U,L. LISTED. WALL LOUVERS: THE WAH LOUVER SHALL BE AMCA CERTIFIED. THE WALL LOUVER SMALL BE A STATIONARY, DRAINABLff BLADE TYPE. THE LOUVER SHALL INCORPORATE DRAIN GUTTERS IN THE HEAD MEMBER AND HORIZONTAL BLADES TO CHANNEL WATER TO THE JAMBS WHERE WATER 15 FURTHER CHANNELED THROUGH VERTICAL DOWN5FOUT5 AND OUT A SLOPED SILL. THE FRAME AND BLADES SHALL BE CONSTRUCTED FROM HEAVY GAUGE, EXTRUDE[), ALUMINUM. THE LOUVER SHALL BE Of MECHANICALLY FASTENED CONSTRUCTION. REfER TO THE EQUIPMENT SCHEDULE FOR A FULL L15TING Off REQUIRED LOUVER ACCESSORIES. DUCTLE55 SPLIT SYSTEM WALL -MOUNTED INDOOR UNIT STANDARD PREFILTER 15 INCLUDED WITH INDOOR UNIT CHOICE Of FAN SPEEDS: LOW, MEDIUM, HIGH INDOOR UNIT POWERED FROM OUTDOOR UNIT AUTO RESTART FOLLOWING A POWER OUTAGE BASE HEATER LIMITED WARRANTY: FIVE YEARS ON PARTS AND DEfECT5 AND SEVEN YEARS ON THE COMPRESSOR ACCEPTABLE MANUFACTURERS: MITSUBISHI, DAIKIN, LG, LENNOX, 5AM5UNG,fRIEDRICH, SANYO OR CARRIER. 5FECIfICATION5 CONDEN51NG UNIT: EQUIPMENT — FACTO P ,Y ASSEMBLED, SINGLE PIECE, AIR-COOI ED CONDEN51NG UNIT. CONTAINED WITHIN THE UNIT ENCLOSURE 15 ALL FACTORY WIRING, PIPING, CONTROLS, COMPRESSOR, REFRIGERANT CHARGE Of R-4 1 OA, AND SPECIAL FEATURES REQUIRED PRIOR TO FIELD START --UP. UNIT CABINET — UNIT CABINET WILL BE CONSTRUCTED OF GALVANIZED STEEL, 15ONDERIZED, AND COATED WITH A POWDER COAT PAINT. FANS — CONDENSER FAN WILL 13E DIRECT --DRIVE PROPELLER TYPE, D15CHAKGING AIR UPWARD. — CONDENSER FAN MOTORS WILL BE TOTALLY ENCLOSED, I -PHASE TYPE WITH CLASS 13 INSULATION AND PERMANENTLY LU13RICATED BEARINGS. — SHAFTS WILL BE CORROSION RESISTANT. — FAN BLADES WILL BE STATICALLY AND DYNAMICALLY BALANCED. — CONDENSER FAN OPENINGS WILL BE EQUIPPED WITH STEEL WIRE SAFETY GUARDS. COMPRESSOR — COMPRESSOR WILL BE HERMETICALLY SEALED. — COMPRESSOR WILL BE MOUNTED ON RUBBER VIBRATION ISOLATORS. CONDENSER COIL — CONDENSER COIL WILL 13E AIR COOLED. —COIL WILL BE CONSTRUCTED Of ALUMINUM f INS MECHANICALLY BONDED TO COPPER TUBES WHICH ARE THEN CLEANED, DEHYDRATED, AND SEALED. REFRIGERATION COMPONENTS — REFRIGERATION CIRCUIT COMPONENTS WILL INCLUDE LIQUID -LINE 5HUTOfff VALVE WITH SWEAT CONNECTIONS, VAPOR --LINE SHUTOff VALVE WITH SWEAT CONNECTIONS, SYSTEM CHARGE Of R-4 1 OA REFRIGERANT, POE COMPRESSOR OIL, AND ACCUMULATOR. CONDEN51NG UNIT SMALL BE RHEEM. FAN COIL UNIT: GENERAL: EXCEPT AS OTHERWISE INDICATED, PROVIDE FAN COIL UNIT MANUFACTURERS STANDARD MATERIALS AND COMPONENTS, AS INDICATED 13Y PUBLISHED PRODUCT INFORMATION, DESIGNED AND CONSTRUCTED AS RECOMMENDED BY MANUFACTURER, AND AS REQUIRED fOR A COMPLETE INSTALLATION. COOLING COILS: EXCEPT AS OTHERWISE INDICATED, PROVIDE MANUFACTURERS STANDARD COIL Of INDICATED TYPE AND RATED FOR INDICATED CAPACITY. COPPER TUBE COILS, MECHANICALLY EXPANDED INTO ALUMINUM PLATE f INS; RATED AT 250 P51G AND LEAK TESTED AT 350 P51G MIN. AIR PRESSURE. PROVIDE MANUAL AIR VENTS. ELECTRIC HEATING COILS SMALL BE AN OPEN GRID TYPE WITH FACTORY INSTALLED HIGH LIMIT CONTROL. HEATER SHALL BE f ULLY ACCEPTA13LE TH ROUGH THE DISCHARGE GRI LLE OPEN I NG5, THE FAN SHALL BE A CENTRIFUGAL, FORWARD CURVED, DOUBLE WIDTH, DOUBLE INLET, DIRECT DRIVE TYPE. 15ALANCED STATICALLY AND DYNAMICALLY, AND Of INDICATED CAPACITY. MOTORS SHALL 13E Of INDICATED CAPACITY, 3 SPEED, PERMANENT SPLIT CAPACITOR, INSTALLED FOR EASY REMOVAL. PROVIDE MOTORS WITH AUTOMATIC-RFSET AND INTEGRAL THERMAL OVERLOAD PROTECTION. MOTORS SHALL BE CAPABLE Of OPERATING AT TEMPERATURES INDICATED ON DRAWINGS WITHOUT OVERLOADING. MOTOR SHALL 13E CAPABLE Of FIELD OILING AS REQUIRE[). CABINETS: CABINETS SHALL BE FABRICATED Of 16 GAUGE STEEL AND HAVE BAKED ENAMEL FINISH. ALL SURFACES IN CONTACT WITH AIR STREAM SHALL BE INSULATED WITH HALF INCH THICK, 1- 1/2 POUND DENSITY, MATT FACED, GLASS FIBER INSULATION. THE FILTER SMALL BE ONE INCH THICK, THROWAWAY GLA55 FIBER TYPE. THE DRAIN FAN SHALL BE REMOVABLE AND HAVE SELF EXTINGUISHER THRE E (3) FOUND DEN51TY CELLULAR POLYSTYRENE PLASTIC LINER, THE DRAIN PAN SHALL EXTEND UNDER THE ENTIRE COIL SECTION. THERMOSTAT SMALL BE 7-DAY PROGRAMMABLE TYPE. FAN COIL UNIT SHALL 13E RhEEM. ELECTRIC WALL HEATER: ELECTRIC WALL HEATERS SHALL BE QMARK MODEL AWH OR EQUAL. THE HEATER A55EM13LY WHICH f ITS INTO THE 13ACK BOX SHALL CONS15T Of A FAN PANEL UPON WHICH 15 MOUNTED ALL Of THE OPERATIONAL PARTS Of THE HEATER. THE HEATING ELEMENT SHALL BE OF NON -GLOWING DESIGN CON515TING Of AN 60120 NICKEL-CMROMIUM RESISTANCE WIRE ENCL05ED IN A STEEL SHEATH TO WHICH PLATE f INS ARE COPPER BRAZED. IT SHALL BE WARRANTED FOR 5 YEARS. THE FAN SHALL BE FIVE -BLADED ALUMINUM. THE FAN MOTOR SHALL 13E TOTAL ENCLOSED. FAN CONTROL SHALL BE Of 51-METALLIC, 5NAP-ACTION TYPE AND SHALL ACTIVATE FAN AFTER HEATING ELEMENT REACHES OPERATING TEMPERATURE. THE FAN SHALL CONTINUE TO OPERATE AFTER THE THERMOSTAT 15 5AT15f IFD AND UNTIL THE HEATING ELEMENT 15 COOL. THE TAMPER-PROOf THERMOSTAT SHALL BE Of 51-METALLIC, 5NAP-ACTION TYPE WITH ENCL05ED CONTACTS. IT SHALL BE COMPLETELY CONCEALED BEHIND THE FRONT COVER TO BECOME TAMPER PKOOff. A THERMAL CUTOUT SMALL 13E BUILT INTO THE SYSTEM TO SHUT Off THE HEATER IN THE EVENT Of OVERHEATING. A DOU13LE-POLE SINGLE THROW D15CONNECT SWITCH SHALL 13E MOUNTED ON THE 13ACK BOX FOR P051TIVE DISCONNECT Of POWER SUPPLY. IT WILL BE COMPLETELY CONCEALED 13EHIND THE f PONT GRID PANEL. WHERE SCHEDULED, NORMALLY OPEN 24-VOLT AND 120-VOLT LOW VOLTAGE HOLDING COIL RELAYS SHALL BE AVAILABLE TO CONTROL HEATERS IN CONJUNCTION WITH CENTRAL ENERGY CONTROL SYSTEMS. THE 15UILT-IN THERMOSTAT CAN THEN BE USED AS ONE Off THE THERMOSTATS IN AN AUTOMATIC NIGHT SET BACK OPERATION. THE BACK BOX SHALL 13E DF51GNED fOR DUTY AS RECESSED ROUGH -IN 13OX IN EITHER MASONRY OR FRAME INSTALLATIONS AND 15 AL50 USED WITH THE SURFACE MOUNTING FRAME IN SURFACE MOUNTING INSTALLATIONS. THE BACK 13OX SMALL BE 20-GAUGE GALVANIZED STEEL AND SMALL CONTAIN KNOCKOUTS THROUGH WHICH FOWEP, I FADS ARE BROUGHT. THE FRONT PANEL SHALL 13E Of THE BAR GRILLE TYPE AND SHALL 13E CONSTRUCTED Of I G-GAUGE COLD -ROLLED STEEL, WELDED INTO A UNIFORM GRILLE AND FINISHED IN BAKED ENAMEL TO DIRECT THE WARMED AIR TOWARD THE ff LOOR. THE fRONTGRILLE5HALLI3E SURROUNDED BY A DECORATIVE 5ATIN-FINISH ALUMINUM f RAME. THE HEATER SHALL 15E MADE OF A BACK BOX, A HEATER ASSEMBLY, AND A FRONT PANEL. REFER TO EQUIPMENT SCHEDULE f OR 15AS15 Off DE51GN AND ACCEPTABLE ALTERNATES. DIFFUSERS, GRILLES, * REGISTERS: LOUVERED FACE DIFFUSERS: CEILING DIFFUSERS SHALL 15E OF THE SIZES AND MOUNTING TYPES SHOWN ON THE PLANS AND OUTLET SCHEDULE. A UNIFORM FACE SIZE AND APPEARANCE WHEN DIFFERENT NECK 51ZE5 ARE USED IN THE SAME AREA. ALL CONES SHALL 15E ONE FIECE PREC15ION DIE-5TAMPED; THE BACK CONE SHALL AL50 INCLUDE AN INTEGRALLY DRAWN INLET (WELDED -IN INLETS AND CORNER JOINTS ARE NOT ACCEPTABLE). THE TWO INNER CONES SHAH BE CONSTRUCTED AS A SINGLE, REMOVABLE INNER CONE ASSEMBLY FOR EASY INSTALLATION AND Cl FANING. THE INNER CONE ASSEMBLY MUST HAVE A MOLE WITH REMOVABLE PLUG IN THE CENTER TO ALLOW QUICK ADJUSTMENT Of AN OPTIONAL INLET DAMPER WITHOUT REMOVING THE INNER CONE ASSEMBLY. DIFFUSERS SHALL 13E CONSTRUCTED Of 24-GAUGE STEEL OR 0.040 ALUMINUM. THE FINISH SMALL BE #2G WHITE, THE FINISH SHALL BE AN ANODIC ACRYLIC PAINT, BAKED AT 3150f FOR 30 MINUTES. THE PENCIL HARDNESS MUST BE H5 TO H. THE PAINT MUST PA55 A I 00-HOUR A5TM 131 17 CORROSIVE ENVIRONMENTS SALT SPRAY TEST WITHOUT CREEPAGE, BLISTERING OR DETERIORATION Of FILM. THE PAINT MUST PA55 A 250-HOUR A5TM D870 WATER IMMERSION TEST. THE PAINT MUST ALSO FA55 THE A5TM D2754 REVERSE IMPACT CRACKING TEST WITH A 50-INCH POUND FORCE APPLIED. OPTIONAL ROUND DAMPER SHALL 15E CONSTRUCTED Of HEAVY GAUGE STEEL. DAMFER MUST 13E OPERABLE FROM THE FACE OF THE DIf fUSER. OPTIONAL SECTORIZING BAf f LES SMALL 15F AVAILABI F TO RESTRICT THE DISCHARGE AIR IN CERTAIN DIRECTIONS. OPTIONAL MOLDED INSULATION 15LANKET SHALL 15E AVAILABLE. THE INSULATION WILL BE R-G, fOIL-13ACKED AND PROVIDED AN ADDITIONAL I -INCH GAP AROUND THE NECK TO INSTALL INSULATED FLEX DUCT. THE MANUFACTURE R SHALL PROVIDE PU13LISHED PERFORMANCE DATA FOR THE SQUARE DIFFUSER. THE DIFFUSER SHALL BE TESTED IN ACCORDANCE WITH AN51/A5HRAE STANDARD 70-200G. FGGCRATE GRILLE: RETURN GPJLLE5 SHALL BE TITUS MODEL 50F FOR THE 51ZES AND MOUNTING TYPES AS SHOWN ON THE PLANS AND OUTLET SCHEDULE. RETURN GRILLES MUST PROVIDE A FREE AREA OF AT LEAST 90%. OUTER 130PDEP,5 SMALL BE CONSTRUCTED Of HEAVY EXTRUDED ALUMINUM WITH A THICKNE55 OF 0.040-0.050 INCH AND SHALL HAVE COUNTERSUNK SCREW HOLES FOR A NEAT APPEARANCE. BORDER WIDTH SHALL BE I A INCHES ON ALL SIDES AND SHALL 13E INTERLOCKED AT THE FOUR CORNERS AND MECHANICALLY STAKED TO FORM A RIGID FRAME. CHOICE Of THREE SIZES OF ALUMINUM GRID: V2 X V2 X /2 INCH, /2 X V2 X I INCH, OR I X I X I INCH SHALL BE AVAILABLE. OPTIONAL OPP05ED-13LADE VOLUME DAMPER SHALL 13E CONSTRUCTED Of HEAVY GAUGE STEEL OR ALUMINUM. DAMPER MUST BE OPERABLE FROM THE FACE OF THE GRILLE. 5FECIfICATION5 DIFFUSERS, GRILLES, REGISTERS (CONT) DOU13LE DEFLECTION REGISTERS: ALUMINUM SUPPLY GRILLES SHALL BE OF THE SIZES AND MOUNTING TYPES SHOWN ON THE PLANS AND OUTLET SCHEDULE. THE DEFLECTION BLADES SMALL BE AVAILABLE PARALLEL TO THE LONG OR SHORT DIMENSION Of THE GKILLE OR REGISTER. CONSTRUCTION SHALL 13E Of ALUMINUM WITH A I A-INCh WIDE BORDER ON ALL SIDES. SIZES 24 X 24 INCHES AND BELOW SMALL HAVE KOLL-ffORMED DORDER5 WITH A MINIMUM THICKNESS Of 0.032 INCH. LARGER 51ZE5 SHALL 15E CONSTRUCTED U51NG CONTINUOUS ALUMINUM EXTRUSIONS WITH A NOMINAL THICKNESS Of 0.040 THROUGH 0.050 INCH AND SMALL 13E INTERLOCKED AT THE FOUR CORNERS AND MECHANICALLY STAKED TO FORM A RIGID f KAME. SCREW HOLES SHALL BE COUNTERSUNK fOR A NEAT APPEARANCE. DEf LECTION BLADES SHALL BE CONTOURED TO A SPECIf ICALLY DESIGNED AND TESTED CK055-5FCTION TO MEET PUBLISHED TEST PERFORMANCE DATA. BLADES SMALL BE 5FACED ON 3/4-INCH CENTERS. 5LADE5 SHALL HAVE FRICTION PIVOTS ON BOTH 51DES TO ALLOW INDIVIDUAL 13LADE ADJUSTMENT WITHOUT L005ENING OR RATTLING OR 13E INSERTED THROUGH THE f RAME AND HELD TIGHT WITH STEEL f RICTION WIRE INTERLOCKED TO THE FRAME ON BOTH ENDS Off EACH SIDE. PLASTIC BLADE PIVOTS ARE NOT ACCEPTABLE. OPTIONAL OFF05ED BLADE VOLUME DAMPER SHALL BE CONSTRUCTED Of HEAVY GAUGE STEEL OR ALUMINUM. DAMPER MUST BE OPERABLE FROM THE FACE Of THE GRILLE. THE GRILLE FINISH SHALL BE #2G WHITE. THE FINISH SHALL BE AN ANODIC ACRYLIC PAINT, BAKED AT 3 150 f FOR 30 MINUTES. THE PENCIL HARDNESS MUST BE ME, TO H. THE PAINT MUST PASS A I 00-HOUR A5TM 151 17 CORROSIVE ENVIRONMENTS SALT SPRAY TEST WITHOUT CREEPAGE, BLISTERING OR DETERIORATION OF FILM. THE PAINT MUST PA55 A 250-HOUK ASTM D670 WATER IMMERSION TEST. THE PAINT MUST AL50 PASS THE A5TM D2794 REVERSE IMPACT CRACKING TEST WITH A 50-INCh POUND FORCE APPLIED. THE MANUFACTURER SHALL PROVIDE PU51_15HED PERFORMANCE DATA FOR THE GRILLE. THE GRILLE SHALL BE TESTED IN ACCORDANCE WITH AN51/A5HRAE STANDARD 70-200G. PLAQUE DiffU5EKS: ARCHITECTURAL SQUARE PANEL CEILING DIFFUSERS SMALL BE Of THE SIZES AND MOUNTING TYPES SHOWN ON THE PLANS AND OUTLET SCHEDULE. THE FACE PANEL 15 REMOVABLE BY MEANS Of FOUR HANGER BRACKETS. THE EXP05ED SURFACE Of THE FACE PANEL SHALL BE SMOOTH, FLAT, AND FREE OF V151BLE FASTENERS. THE BACK Of THE FACE PANEL SHALL HAVE AN AERODYNAMICALLY SHAPED, ROLLED EDGE TO ENSURE A TIGHT HORIZONTAL D15CHAKGE PATTERN. CEILING DIff USERS WITH A 24 X 24-INCH FULL FACE SHALL HAVE NO LESS THAN AN 16 X I 8-INCh FACE PANEL SIZE. CEILING DIFFUSERS WITH A 12 X 12-INCH FULL FACE SMALL HAVE NO LE55 THAN A 9 X 9-INCH FACE PANEL SIZE. THE BACKPAN SHALL 131 ONE PIECE PRECISION DIE -STAMPED AND SHALL INCLUDE AN INTEGRALLY DRAWN INLET. THE DIFFUSER NECK SHALL HAVE A MINIMUM Of I A -INCH DEPTH AVAILABLE FOP, DUCT CONNECTION. THE FINISH SHAH BE #2G WHITE. THE FINISH SHALL BE AN ANODIC ACRYLIC PAINT, BAKED AT 3 1 5'f FOP, 30 MINUTES. THE PENCIL HARDNESS MUST BE HE3 TO H. THE PAINT MUST PASS A I 00-HOUR A5TM E31 17 CORROSIVE ENVIRONMENTS SALT SPRAY TEST WITHOUT CREEPAGE, BLISTERING OR DETERIORATION Of FILM. THE PAINT MUST PA55 A 250-HOUR ASTM D570 WATER IMMERSION TEST. THE PAINT MUST ALSO PASS THE ASTM D2794 REVERSE IMPACT CRACKING TEST WITH A 50-INCH FOUND FORCE APPLIED. OPTIONAL POUND DAMPER SHALL BE CONSTRUCTED OF HEAVY GAUGE STEEL. DAMPER MUST BE OPERABLE ff KOM THE FACE Of THE DIff USER. OPTIONAL DIRECTIONAL BLOW CLIPS SHALL 13E AVAILABLE TO RESTRICT THE DISCHARGE AIR IN CERTAIN DIRECTIONS. OPTIONAL MOLDED INSULATION BLANKET SHALL BE AVAILABLE. TtiE INSULATION WILL BE K-G, fOIL-BACKED, AND PROVIDE AN ADDITIONAL I -INCH GAP AROUND THE NECK TO INSTALL INSULATED FLEX DUCT. THE MANUFACTURER SHALL PROVIDE PUBLISHED PERFORMANCE DATA FOR THE SQUARE PANEL DIf f USER. THE Dif f USER SMALL BE TESTED IN ACCORDANCE WITH ANSI/A5hRAE STANDARD 70-199 1. LEGEND SYMBOLS DESCRIPTION X] DIf fUSER, GRILLE, REGISTER OR LOUVER TAG X2 X I = TYPE, X2 = CfM 1171 F051TIVE FRE55UPE (AIR GOES OUT) DIFFUSER OF, REGISTER, 4-WAY 1Z_Nj AIR PATTERN (UNI FS5 OTHERWISE NOTED) zNEGATIVE FRE55URE (AIR GOES IN) GRILLE F051TIVE PRESSURE AIRFLOW (TYP. SUPPLY) _44 NEGATIVE PRESSURE AIRfLOW (TYP. RETURN/EXHAU5T) FLEXIBLE DUCT F MANUAL VOLUME DAMPER (MVD) VERTICAL (TYP. WALL) FIRE DAMPER fD VERTICAL (TYP. WALL) COMBINATION f1RE/SMOKE DAMPER ff5D HORIZONTAL (TYP. fLOOR/CEILING) FIRE DAMPER ffD HORIZONTAL (TYP. fLOOWCEILING) COM13INATION fIRE/5MOKE f5D DAMPER THERMOSTAT HUMID15TAT RE MOTE TEMPERATURE SENSOR INTERNALLY LINED DUCT 6) DUCT UP DUCT UP DUCT DOWN SUPPLY DUCT ImUNT i EQUIPMENT TYPE EQUIPMENT NUMBER. WHERE A LETTER 15 USED, THERE ARE MULTIPLE # INSTANCES, ADDREVIATION5 Aff ABOVE FINISHED FLOOR MA MAKE-UP AIR AMU AIR HANDLING UNIT MAU MAKE-UP AIR UNIT CO2 CARBON DIOXIDE MAV MANUAL AIR VENT D CONDENSATE DRAIN MbH 1,000 13TU PER HR DD DRY BULB MCU MINI CONDENSING UNIT DH DEHUMIDIFIER MfCU MINI FAN COIL UNIT EA EXHAUST AIR MHF MINI HEAT PUMP EAT ENTERING AIR TEMPERATURE MVD MANUAL VOLUME DAMPER EDH ELECTRIC DUCT HEATER NC NORMALLY CLOSED f- f EXHAUST FAN NO NORMALLY OFf N ESP EXTERNAL STATIC FPE5SURE I OA OUTSIDE AIP, EWH - ELECTRIC WALL HEATER 013D OPP05ED BLADE DAMPER f DEGREES FAHRENHEIT PIU POWER INDUCTION UNIT fCU FAN COIL UNIT RA RETURN AIR fD FIRE DAMPER I KH RELiEf HOOD fSD COM15INATION flRFJ5MOKF- DAMPER pT U I KOOFTOPUNIT I H HUMID15TAT 5A SUPPLY AIR IH INTAKE HOOD 5F STATIC PRESSURE LAT LEAVING AIR TEMPERATURE UC UNDEP, CUT DOOR LWT LEAVING WATERTEMPERATURE VAV VARIABLE AIR VOLUME M MOTOR W3 WET BULD 0 CEN�T,p No. 70199 w S E - p FL ORVOIN L 1011111111, PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT # 118537 FL COA #28783 L(Lv wo :D LU W U-i 0 Uj U_ _j EY z 3: E3 Ir < z)_ < < _j >_ W w 0 _j < Z LU U _j LU U_ w V) LU < M Ir < w z < T I— U_j 0 LL_ U = I— Lf) _j �- �- �- C) 0 0 C/) =cn<Ou [)!�z 2� 1: 1— < IL w<0 �- �E t 0 U-j 0 0 D 0 Uj C, C, un z =) U) De F__ =V)OZOLUZZ-0 0 0 �__ 0 0 1— LL w co�-�---00 0 000 zwP 1/)0_ [if =) U Z Lj (n (D -CW z Z>-wwa-Q�=) zw=�-C/)7) U ') 0 --) 'Cr LUU lr=)=- <Uj�-O�- 0 w M-zv) [y_a_U0U0,)C)U__j =<zo Q0LU0,Ujw ZLL-JOUCLOO LU Ir �_ d- �-- Of z < E < Uj LU U C/) a- H� LU Y < cy a- LU Uj U 01 w < Uj Uj U < w U Uj 2:w 0:: C)f < Z Lu I (y < M < a- C� 0 > P E CS ct ;-.4 C) 7� (73 ell con p4 7� U >1 R tZ 1A I U mi r1_1% 2 NJ �um - I LC ISSUE: FOR CONSTRUCTION PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER M0 I CONDEN5ATE DRYWELL DETAIL NO SCALE GRADE COORDINATE INVERTS WITH BUILDING SLAB ELEVATIONS. CONDENSATE TURN OUT AT COURSE TO H SEAL WATERTI, SILICONE CAU REMOVABLE 24" x 24" X 4" THICK REINf. CONCRETE CAP GROUT INLET 211 wi GI 2" PVC CONDENSATE DRAIN LINE 13ELOW GRADE. EXTEND TO CENTER Of RCP SLOPE FIFE AT I PER 10' MIN. LOCATE DKYWELL 0-0" MIN. FROM 5UILDING, DI f f U5ER TAKE -Off: DFTAI L NO SCALE NYLON TIE ON EXTERIOR INSULATION NYLON TIE ON INTERNAL LINE R INTERIOR LINER PREIN5ULATED FLEXIBLE ROUND SHEET DUCTWORK, SEE METAL DUCT SPECIFICATIONS. LENGTH DIAMETER AS SHALL NOT EXCEED 5'-0". INDICATED ON PROVIDE SUPPORT PER PLANS. SMACNA STANDARDS. INSTALL FREE Off KINKS SAGS. DAMPER HERE FOR INACCE55115LE Cff ILING5 (I.E. HARD CEILINGS) .jFIN-IN FITTING PROVIDE FACTORY, WITH SCOOP PRE -MOLDED INSULATION DAMPER HERE FOR BLANKET ON DIFFUSER CT TRUNK DU ACCESS113LE CEILINGS 15ACKPLATE V NOTE: CONNECT FLEX DUCT ENDS TO SHEET METAL DUCT AND DIFFUSER SUPPLY DIFFUSER CEILING /III.1111 NECK WITH NYLON TIES. INTERIOR SEE ARCH. LINER AND EXTERIOR INSULATION Of 1111AIV WHERE BRANCH DUCT SIZE DIFFERS FROM FLEX DUCT TO BE TIED INDIVIDUALLY. SCHEDULED DIFFUSE R NECK SIZE, CONTRACTOR INSTALL USING TEN510NING TOOL AS SHALL PROVIDE NECESSARY TRANSITION. PER MANUfACTUREK5 RECOMMENDATIONS. CONDEN5ATf- R15f-R I NO 5CALE ROOF I'CD 1- 1/48 CD FAN COIL UNIT. REFER D,,_ I� CD TO FLOOR PLAN FO� PLACEMENT 4 TAG. 5ECOND FLOOR 1 8 CD 1- 1/40 CD FIR5T FLOOR 1- 1/40 CD CONDEN5ATE R15ER TO EXIT BUILDING. INATE INTO TERM DRYWELL. WE DETAIL DUCTWORK DETAIL5 NO SCALE S-CLIP JOINT OR ADHE51VE GASKET FITTING 450 LATERAL TEE 0 0 LL 0 ROUND ROUND CONICALTEE >1 Al Rf LOW 0 �+,R-f —LO Qz < M.V'D. RECTANGULAR ROUND M. V. D. I RF LO Al Rf LOW X I j 0 LL- X2 WHERE: X2 = (I 14)*(X 1), 4" MIN. RECTANGULAR RECTANGULAR CONDEN5ATf- R15ER 2 NO 5CALE FAN COIL UNI[T. REFER TO FLOOR PLAN FOR-�-� PLACEMENT TAG. FIR5T FLOOR VERTICAL IAN COIL UNIT DETAIL NO SCALE R.ETURN Al (SEE PLAN AND CON] MANUAL VOLUME DAMFER CONDEN5ATE R15ER TO EXIT BUILDING. TERMINATE INTO DKYWELL. 5EE DETAIL. -JCT UP, SEE FLOOR �OR 51ZE AND NG (TRANSITION :U SUPPLY NG) :�ONNECTION CIA DUCT (SEE FLOOR PLAN f OR 51ZE AND CONTINUATION) MOUNT UNIT ON ANGLE IRON FRAME f I LTER ACCESS f LOAT SWITCH TO SHUT DOWN UNIT AUXILIARY DRAIN FAN NOTE: ROUTE PRIMARY CONDENSATE LINE TO HUD DRAIN, SEE PLMB. DWG5. CONDEN5ATE TRAP (DRAW THROUGH UNIT) NO SCALE VVI [L-NI X I =1 " PLUS MAXIMUM NEGATIVE STATIC PRESSURE X2 =HALf Off X I X3 =X I +X2+PIPE 0+IN5ULATION NOTES 1. LOCATE TRAPS 50 AS TO BE ACCESSIBLE FOR CLEANING, CONDEN5ATE R15ER 3 NO 5CALE FAN COIL UNIT OR DEHUMIDIFIER. REFER---Z TO FLOOR PLAN FOR PLACEMENT TAG '5ECOND FLOOR In FIR5T FLOOR 1- 1/4' CD -CONDEN5ATE R15ER TO EXIT BUILDING. TERMINATE INTO DRYWELL- 5EE DETAIL. DIf f U5ER DETAIL fOR EXP05ED DUCT NO SCALE INSTALLED DUCT TIGHT TO STRUCTURE. PAINT ff LAT 13LACK OR COLOR PER ARCHITECT. NOTE: CURVED DIFFUSERS MOUNTED TO SPIRAL ACCEFTA13LE ALTERNATIVE. 150 SIDEWALL DIFFUSER WITH OPPOSED BLADE BALANCING DAMPER FER f LOOP, FLAN5 HORIZONTAL f:AN COIL UNIT DETAIL NO SCALE SUPPORT f ROM STRUCTURE (TYP. 4) IN-11 CONDENSATE DRAIN. SEE DETAIL. - OA DUCT. SEE f LOOP, PLANS. VIBRATION 150LATION DAMPER FYF,) MVDQ) MVD(-- FAN COIL UNIT AUXILIARY DRAIN PAN FULL 51ZE L-REMOTff OF FAN COIL UNIT WITH FLOAT SENSOR If SWITCH TO SHUT -Off UNIT NOTED ON PLANS KEY NOTES: CD5UFFLY AIR DISCHARGE. PROVIDE FLEXIBLE CONNECTION AND TRANSITION TO SUPPLY AIR DUCT SIZE SHOWN ON FLOOR PLANS. RETURN AIR PLENUM FULL 51ZE Of RETURN AIR OPENING. SEE FLOOR PLAN(5) FOR DUCT CONNECTIONS. PROVIDE MOTOR OPERATED DAMPERS WHERE ECONOMIZER OR DEMAND VENTILATION 15 SCHEDULED. CENSZ- No. 70199 w E FLOR DN INS, PROFICIENT E N G I IN E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT# 118537 FL COA #28783 w lu U-), a, U ::) y Ir LU 0 3w: LU -LU z U -j z ' w>- 'w- :-'j L.0 < ww z < yu L -Uj �0- L- ou 0 0 U z wo 0 C�zz<02Z3:-o C�Y-LULUC� 0 �:: 0 z !V') U-j Z': z z 1) . �- zu [)�a-uou UML'---jj.5<2('5 C�Oujrrwuj z EL 0 U-10� t CL- of Z < E < LU C)� W U L' < - Cn -I-- a- LU LU < L6 < WWUQ�ULU �-- yELUUF--< a Uj (If O� < z Uj I fl� < M < a- CS 0 > F- 0 ct >1 U tyl -t 0 1 1Q 2 U� IA 'T ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER M062 DEHUMIDIFIER SCHEDULE MINIMUM PERFORMANCE BLOWER BASIS REMARKS MARK SERVES REFRIGERANT WATER REMOVAL Iff f ICIENCY CFM ESP OF DESIGN -172 3 4 5 G (PINTS / DAY) (PINTS / KWH) MODEL DH-A T STORAGE R-4 1 OA 205.0 57 495 0.2 ULTRA -ARE XT205H X X X X X NOTES (APPLY TO ALL): REMARKS (APPLY AS SCHEDULED): A. SEE ELECTRICAL PLANS f OR POWER CH ARACTEKISTICS. I. MERV- I I f I LTER. 13, DESIGN 15 BASED ON PRODUCTS BY ULTKA-AIKE. ACCEPTABLE 2. POWER CORD WITH GROU N D. ALTff RNATES SHALL BE BY APRILAIKE, LENNOX, HONEYWELL. 3. DIGITAL CONTROL. C. MINIMUM PEKf CKMANCE SCHEDULE D 15 BASED ON 809f DE3, 4. REMOTE HUMIDITY SENSOR. C,0% RELATIVE HUMIDITY ENTERING AIR CONDITIONS. 5. CONDENSATE PUMP KIT, SFLIT DIRECT EVPANSION (DX) EQUIPMENT INDOOR UNIT OUT DOOR UNIT CCM13[NffD COOLING CAPACITIES TOTAL ROOM AUXILIARY 5A1515 5kE15 NOMINAL COOLING REMARKS TOTAL 5 1- W5 LAT Ent. Tab Ent. Twb Lvq. Tab Lvj. T w I? MARK SERVES F5_A SUPPLY O.A 17.5.p. MOTOR HEATER WEIGHT Of MIN. WEIGHT OF TONNAGE 1 2 3 4 5 G 7 (GfM) (C ff M) (Cf=M) (IN vvG) (h F) (kvv p 4.5ov) (LD5) DESIGN 5EEP, (LD5) DE51GN (TONS) (Ml3m) (MDM) (mDh) (In (In (IF) (IF) FCU- I STORAGE 1,200 1,200 130 0.50 1/3 109.0 RH I P3G I 75TANDA 14.0 171.0 RA1436ADINIB 3�O 3�;.9 2G -2 1 O�7 77.0 C15.5 5 G.0 55.0 CU_ I x x x X x x fCU-2 I 5TORAGE 1.200 1,200 120 0.50 1/3 O.G 100.0 RH I P3G I 75TANDA 14.0 171.0 RA I 43GAE) I N5 3.0 3G.5 2G. 1 10.4 7 G.8 G5.4 5G.0 55.0 CU-2 x x x x x x FCU-3 / STORAGE 1,200 1,200 105 0�50 1/3 9.G 109-0 RH I P34; I 75TANDA 14.0 171.0 IRA I 43GAD 1 M13 3�O 35.8 25.8 10.0 7C,.G G5.2 5G.0 55.0 CU-3 x x X X x X FCU-4 / STORAGE 1,200 1,200 105 0.50 1/3 9.G 1019.0 RH I P3C I 75TANDA 14.0 171.0 RA I 43GAE) I N5 3.0 35.6 25Z 10. 0 7G.G G5.2 5G.0 55.0 X x x X x x ff CU-5 I STORAGE I.G00 I,GO() 125 0.50 3/4 14.4 143.0 RH 1 P451 75TANPA 14.0 221.0 RA1446ADIN5 4.0 47.1 3-4.1 13.0 7G.4 G5.1 5 G.0 55.0 CU-5 x x X X x x I`GU_G / STORAGE I 'C' 00 I'Goo 135 0.50 3/4 14.4 143.0 RH I F481 75TANDA 14.0 221.0 RA1445ADIN5 4.0 47.5 3-4.3 13.2 7G.5 G5.2 5 G.0 55.0 CU-6 I I I x x x X x x FCU-7 / STORAGE 1,400 1,400 115 0.50 1/2 14.4 130.0 RH I F,42 I 75TANDA 1-4.0 200.0 RA1442ADIN5 3.5 41.4 29.9 1 1.5 7G.5 G5.2 5G.0 55.0 CU-7 x x X X x X FCU-15 / 5TORAGE 1,�)qa 1,90c) 140 0.50 3/4 17.0 1 GA.0 RH I PGO I 75TANDA 14.0 240.0 RA I 4GOAD I N5 5.0 57.6 42.1 15.7 7G.3 C.5.0 5G.0 55.0 CU_-5 x x x X x x FCU_0 I orriCE 1,000 1,000 G5 0.50 114 10.6 (205V) 90.0 RH I P30 I 75TANJA 14.0 151.0 RA I 4305AJ I N5 2.5 26.6 21.1 7.6 7 G. 2 G43 5G.0 55.0 CU-9 X X X x X x X NOTI!5 (APPLY TO ALL). REMARrS (APPLY A_-) 5CH ED U LED). A. 5LE ELECTRICAL DRAWING5 F�OR POWER IREQUIREMENT5. 1. PROGRAMMA51-If Th ERM05TAT WIT d RLMOTff T tM?IflRAT U Rt5lfl\150R. PF-ffEPTOFLAN!5ffC)PLC)CATION!5. 5. 5U15MITTLD U NIT CAPACITIE5 5H OU LE) 511 WIT HIN +/-10% OF 5CH EDU LED CAPACITI E5. 2. LOW AM51ENT FACKAGE. C_ 13ASIS OF DfSIG N: RH EEM. REf EP TO SPECiFICAT IONS. 3. DBPO�3ABLF FILTER. ACCEPTADI-Iff ALTERNATES: JCVORK, TRANE, DAIKIN/MCQUAY, LENNOX, CARRIEP .4. ANTI-51-11ORT CYCLff TlMffP,. D. ALL ffVAF'OPATOP,5 AND COOLING COILS? LOCATE D ADOVETHff LOWEST LEVEL ffIN15MED I'LOOK SHALL f3ff INSTALLED WITH 5. INDOOR 1`�AN Dff LAY KIT. AN AUXILIARY CONDENSATE DRAIN PAN UNDERTHE UNIT. PROVIDE AN ELECTRONIC WATER LEVEL DETECTOR WIRED TO G. DISCONNECT SWITCH PROVIDED DY THE ELECTRICAL 5U5CONTRACTOIR AT 50TH THE INDOOR AND OUTDOOR UNIT. 5NUTDOWN THE UNIT OPON DETECTION Of WATER IN THE AUXILIARY DRAIN PAN. RffI`ER TO THE ELECTRICAL DCCUMffNT5. E. AE5 AN ALTERNATIVE TO THE AUXILIARY CONDENSATE DRAIN PAN, AN ELECTRONIC WATER LEVEL DETECTOR WIREID To SHUTDOWN 7. MOUNT OUTDOOR GONDEN51NG U NIT ON CONCRETE HOU5LKILEFING FAD. FAD 5HALL5E A MINIMUM 4" THICK AND SHALL THE UNIT UPON DETECTION OF WATER MAY 5E IN5TALLED IN THE PRIMARY DRAIN LINE, THE OVERfLOW DIRAIN LINE OR THE EXTEND 6;11 13EYOND UNIT ON ALL SIDES. EQUIPMENT5UPPLIED DRAIN PAN. THE WATER LEVEL DETECTOR SHALL Dr LOCATED AT A POINT HIGHER THAN THE PRIMARY DRAIN LINE CONNECTION AND DffLOW THE OVff Rff LOW RIM Off SUCH PAN. DIFf U5ER, GRILLE, AND REG15TER 5CHEDULE CALLOUT DESCRIPTION IFACE 51ZE (IN) INLET SIZE (IN) NOISE CRITERIA @ MAX CfM MODEL RC2424 EGGCRATE GRILLE 24x24 24x24 25 TITUS 50f 5CFOG SUPPLY CEILING PLAQUE DIFFUSER 24x24 GO 25 TITUS OMNI 5CF08 SUPPLY CEILING PLAQUE Dif f 1_15ER 24x24 80 25 TITUS OMNI 5512OG DOUBLE DEFLECTION SUPPLY 14x(5 I 2xG 25 TITUS 3001`5 55 1 80G DOUBLE DE171 ECTION SUPPLY 20x(5 I 8xG 25 TITUS 3001`5 5SD300C DRUM LOUVER 3 2xb 30xG 0 TITUS DIL A. AIR DEVICE (I.E. DIffUSERS, REGISTERS AND GRILLES) COLOR SELECTION SHALL 15E MADE 13Y ARCHITECT. CONTRACTOR SHALL SUBMIT COLOR/fINISH CHARTS FOR ARCHITECTURAL REVIEW AND SELECTION. 15. THE CONTRACTOR SHALL COORDINATE AIR DEVICE FRAME AND/OR SUSPENSION TYPE WITH THE ARCHITECTURAL REFLECTED CEILING PLAN, DUCTLESS SPLIT DIRECT EXPANSION (D/\<) EQUIPMENT INDOOR UNIT OUTDOOR UNIT OM15INED CAPACITI� COOLING HEATING MARK SERVES TYPE MODIf1_/SffRIffS NOMINAL CfM MARK MIN. MIN. MODEL/5EKIES TOTAL @ 47-f I TONS SEEK I HSPf (ME3H) (MBH) ELECTRICAL MFCU_ I WALL -MOUNTED, COOLING ONLY PKA-A24KA4 2.00 G35/705/775 MCU_ 1 17.0 N/A PUY-A24NHA4 24.0 N/A ROOM NOTES (APPLY TO ALL): A. DA515 OF DESIGN: MITSUBISHI. EQUAL PRODUCTS: DAIKIN, LENNOX, SAMSUNG, LG, SANYO, JCl/YORK. D. SINGLE POWER CONNECTION AT OUTDOOR UNIT. DISCONNECT SWITCHES PROVIDED AT THE INDOOR AND OUTDOOR UNITS BY ELECTRICAL SUBCONTRACTOR. REfEK TO THE ELECTRICAL DOCUMENTS. C. K-4 I OA KEff KIGEKANT. D. FACTORY CONDENSATE PUMP OR CONDENSATE LIFT MECHANISM. E. WALL MOUNTED WIRED REMOTE CONTROLLER. ff. INVERTER, DRIVEN COMPRESSOR. G. MOUNT MHP ON ROOF. H. REFRIGERANT LINE SET TOTAL EQUIVALENT LENGTH SHALL NOT EXCEED 100 FEET. SHOULD AN ALTERNATE MANUFACTURER BE USED, CONTRACTOR SHALL COMPLYWITH ALTERNATE MANUCAfTUPEK LINE SET LIMITATIONS. LO U V Iff MAX PRESS. REMARKS SYMBOL MODEL/ SERVES SIZE MIN FRE E AREA CFM DROP OPERATOR INTERLOCK FRAME SERIES WxH (IN) (SQ FT) (IN WC) 2 3 4 WL-A ESD-G35X STORAGE UNITS 1,5x 18 0.5 250 0.05 N/A N/A ALUMINUM X X X X NOTES (APPLY TO ALQ: A. FINAL COLOR SELECTION SHALL BE MADE BY ARCHITECT AT TIME OF SHOP DRAWING APPROVAL. PROVIDE COLOR/fINISH CHARTS AS PART Off SUBMITTAL. B. DESIGN 15 13ASED ON PRODUCTS 13Y GREENHECK. ACCEPTABLE ALTERNATES SHALL BE 13Y UNITED ENEKTECH, AKKOW, RUSKIN. REMARKS (APPLY AS SCHEDULED): 1. 131KD SCREEN 2. BAKED ON ENAMEL f NISH. 3. GRAVITY bACKDWT DAMPER. 4. PRODUCT SHALL INCLUDE FLORIDA PRODUCT APPROVAL NUMbEK AND SHALL BE LISTED fOK USE IN f LORIDAS HIGH -VELOCITY HURRICANE ZONE. 17AN SCHEDULE MAX. BASIS REMARKS M A RK DUTY TYPE CfM E.S.P. MOTOR DRIVE NOISE CONTROL Of DESIGN (IN WG) (W / hp) (SONES) DY MODEL 1 72 3 4 5 G EF-A EXHAUST CEILING CABINET 70 0.5 100 DIRECT 2.0 SWITCHED WITH LIGHTS GKEENH ECK SP X x X NOTES (APPLY TO ALQ: REMARKS (APPLY AS 5CHEDU LED): A. SEE ELECTRICAL PLANS f OR POWER CHARACTERISTICS I. FAN SPff ED CONTROLLER. B. DESIGN 15 13ASED ON PRODUCTS 13Y GREENHECK. ACCEPTA13LE 2. FACTORY DISCONNECT SWITCH/PLUG. ALTERNATES SHALL 15E BY LOREN-COOK, TWIN -CITY, PENN BARRY. 3. GRAVITY 13ACKDKAFT DAMPff R. ELECTRIC WALL MEATER H EAT BASIS Of REMARKS MARK CfM WATTS 1 121314 5 (bTU/H) DESIGN EWH- 1 100 1500 5120 QMARK AWh I X X X X X REMARKS: 1. PROVIDE WITH INTEGRAL THEKM05TAT AT UNIT TO MAINTAIN MINIMUM 45 f (ADJUSTABLE). 2. COORDINATE ELECTRICAL CHARACTERISTICS WITH ELECTRICAL CONTRACTOR. 3. FAN DELAY 5WITCH. 4. TH ff RMAL CUTOUT. 5. f ACTOKY DISCONNECT SWITCH. 1111117 Z No. 70199 E 41 `1? FLORIDN FIONAL I mWO m PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT# 118537 FL COA #28783 LU Lj , , U =, ') of LLJ 0 LLj Co =) LU 0 Q� z ?: LI) 0� I<- Z < < _j >_ LLJ LU 0 _j < LLJ U LL LU U) _j W IL < M CK < LU z < 1 0 Lij 0 Lj_ (-) C-D /) _j F- F__ 0 0 0 = = L V) E 0 M - w Q� = w , = 0 =) F- U 0 -) Elf LLJ 2: F-- U LL, LU < w Q 0 M Q,_[Luoufn OLL-i =<Zc/) C� 0 LLJ ff LLJ W U Z LL _j in U [L 0 (D Ir a- F-- Ix z < E < LLj [):� W U z W TL LU < - LU < E < U) D_ LU w LU LLJ U 1h U LLJ F_ P_ z E LU < = = ct� Uj O� 0� < z w I LO - of F__ F-- < M < a- v) Q 0 �:> F-- C� 3: C� 16� ct 0 0 lu 1C w tu 1A I I ISSUE: FOR CONSTRUCUON I I PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER M063 eCOMcheck Software Version 4.1.1.0 �4 Mechanical Compliance Certificate 111160.0-0--a Project Information Energy Code: 2017 Florida Building Code, Energy Conservation Project Title: 118537 ZEPHYR STORAGE Location: Zephyrhills, Florida Climate Zone: 2a Project Type: New Construction Construction Site: OwnerlAgent: Designer/Contractor: ZEPHYRHILLS, FL Additional Efficiency Package(s) Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type & Description I FCU-1 (Single Zone): Heating: I each - Central Furnace, Electric, Capacity = 33 kBtu/h No minimum efficiency requirement applies Cooling: I each - Split System, Capacity = 36 kBturn, Air-cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER FanSystem: 1200 CFM -Compliance (Motor nameplate HP method): Passes Fans: FAN 1 Supply, Constant Volume, 1200 CFM, 0.3 motor nameplate hp, 0.0 fan efficiency grade I FCU-2 (Single Zone): Heating: 1 each - Central Furnace, Electric, Capacity = 33 k8tulh No minimum efficiency requirement applies Cooling� I each - Split System, Capacity = 30 k8tulh, Air-cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: 1200 CFM - Compliance (Motor nameplate HP method): Passes Fans: FAN I Supply, Constant Volume, 1200 CFM, 0.3 motor nameplate hp, 0.0 fan efficiency grade I FCU-3 (Single Zone): Heating: 1 each - Central Furnace, Electric, Capacity = 33 kBtu/h No minimum efficienry requirement applies Cooling: I each - Split System, Capacity = 36 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: 1200 CFM - Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 1200 CFM, 0.3 motor nameplate hp, 0.0 fan efficiency grade I FCU-4 (Single Zone): Heating: 1 each - Contra[ Furnace, Electric, Capacity = 33 kBtulh No minimum efficiency requirement applies Cooling: I each - Split System, Capacity = 36 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: 1200 CFM - Compliance (Motor nameplate HIP method): Passes Few. FAN I Supply, Constant Volume, 1200 CFM, 0.3 motor nameplate hp, 0.0 fan efficiency grade Project Title: 118537 ZEPHYR STORAGE Report date: 12118/18 Data filename: PA118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck Page 1 of 18 ,�, : - ,,, - - , , 11 I I I ��e:x�,,, �_ , , � -,,'. , I , �� , , , �"tiio �_,� - , ��,; I . �, , � - �, � - , I , ��.,, - " - , ,� �, .... � .-� I . - I , I . ,;��-,,_ -I I , ,,�_ , I , , , , ��_ - �, r _', " , - 'i ....... . �� ', -,, I , � - -1 , �, : ` " ' � ""oil i- , , , ,7 'in �`, I , � I r : ''ri 1, �,�t ", Amb , � - I I " , - , - , ,,"", z , ,, ,-, ,,, 7m,;,777 �� 11 tttt � , , , � , , Z, , , , " " '. - 1'1��i 1; -1 - , . . . . "',_ , ", �' , _ I , ,, _', ," , - -, , ,, , I I, " 1 .I , , , , " , �� - 11 , C "'i� , ", - �,11 11,1111_ 1 4:, � �, - � , , 'A � , - 1� �, , ", �, I j�,, �M',,,,* �, : � '', , �11& " - - � � , I I 11 , 11 �,, � , - 111.1 mi��L C404.7 I : Water distribution system that pumps ElComplies � Exception: Requirement does not apply. [PLS]31 , � water from a heated -water supply IIIDGes Not � . - I I , � , 1 I , �;": pipe back to the heated -water source , � FiNot Observable; Ahrough a cold -water supply pipe is a ; r I I . I � I demand recirculation water system. :[]Not Applicable � - II . Pumps within this system have � I I : I 11 I'll :controls that start the pump upon I I � , I Z-' W� , ; receiving a signal from the action of a 1 � I I � 11%, -' � �; , user of a fixture or appliance and � � I � I I I 11 � � limits the temperature of the water I : � - I I ' ; entering the cold -water piping to � � � I I �. I - I - ; 104*F. � . � I C464�,t, I . . 'Water distribution system that pumps I;DComplies , Exception: Requirement does not apply. Odd, - !w � ater from a heated -water supply ElDoes Not � I I I - I I ,, pipe back to the heated -water source ;[]Not Observable � 'through a cold -water supply pipe is a 5 1� �� - � � demand recirculation water system. ,11Not Applicable , I 1, �� . I Pumps within this system have I ! � . I , I I I controls that start the pump upon I . � I I I - I � receiving a signal from the action of a : � I ,-, - � . � user of a fixture or appliance and : . I ,�� ,�f-:_ : I limits the temperature of the water : . 1, � ' :� ,I's 1- I entering the cold -water piping to I � � - ,, I �,� " � , o � 104-F. � � C460 � 'Water distribution system that pumps ElComplies I Requirement will be met. MLOF, . � water from a heated -water supply �EIDGes Not : � I , ,"; I 1!� ','�',, 1, pipe back to the heated -water source �thrciugh a cold -water supply pipe is a �[]Not Observable:, 1, - ' -, ; EINot Applicable � � . demand recirculation water system. I I - � Pumps within this system have ; � 11 I � � controls that start the pump upon : I � I I I I � I I 1. I 1 receiving a signal from the action of a � � "I ,, � � 11 �,,�� , I- � ! user o a ixtu f fi re or appliance and : � � I , I , -1 i limits the temperature of the water � -11 -11 'entering the cold -water piping to I : :, _� I ; 104*F. i ; � I I C40 - 43, : � Water distribution system that pumps, ElComplies � Exception: Requirement does not apply. tPL1,14'', � I water from a heated -water supply ElDoes Not : I I � 11� - I I � - I � pipe back to the heated -water source , i i .[]Not Observable: , 1- I 11 11 i � 1- � �"` - ,through a cold -water supply pipe is a 'E]Not Applicable !demand recirculation water system. I I 'r , ", :-� ': , ",,,'_: � '� I I , � Pumps within this system have I � � I I I � controls that start the pump upon I I I I � receiving a signal from the action of a � I - , -1 I � user of a fixture or appliance and � I ,- �, ': - , , '.�'I_, � limits the temperature of the water I � I �11 I I I I : entering the cold -water piping to I I Z I � 1041F. I . I C404_3 Water distribution system that pumps ,�[]Complies I Exception. Requirement does not apply. (PLOP ;� water from a heated -water supply IODoes Not I I I-" I , - � , 1, -, , 1, ' I . 1 pipe back to the heated -water source I I �� through a cold -water supply pipe i's a EINot Observable � I 1 EINot Applicable I 'demand recirculation water system. � : - I I . Pumps within this system have I ! I I _:1 I � controls that start the pump upon � I � I ��- ,,, I i � receiving a signal from the action of a � I � i � ,Z`_-`,,' , � ,,, user of a fixture or appliance and I � � - , - I � - 11 � limits the temperature of the water � I , � - P . entering the cold -water piping to I � I ,� -,-1- . � 104'F I � I ____1 I 1 1 High Impact (Tier 1) [,I� ] Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: 118537 ZEPHYR STORAGE Report date: 12/18/18 Data filename: PA118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck Page 7 of 18 I Iii6ctl6l, I '1� I I I 0�� ,_ - I - i , 1�1 '' , - " , , �� ", "'� �� I �, ly"I" ",-,, '�'��,� �,'��I?�,,,� �`z�_',;,",�Z;� ", " n, " _�,�,_'Zp ,� �,4 r , ,, 1 " , I , , , I ,� � � I ' 6- _'_1 I , ', r ,- � � 1, rill 11h, liCt , , nu ''. r � ' , ',�,, ,"l-', 1��` i I'll, �, � 1. "I , � - .1 I I ,., � 11 , 11 ,. , ",'_f�,.� . , ��,"'�,,_ "', �i,,4 - ;",� I", I 11 I : ... , ,,�,� ,,, I I . ��_ �,, 1 1�1, - ,,-��,�, , V " �-'_�� 1, " , E��',, � , " I , 1� �_' 11 , � ,�, ,, � r��, , I ... I , - � , �, , "� � , I %, I I �:, - , - , , - : I . �_--�-�,'_'� V. Ab",nooni--, r,:111 I 11 ,� I � -0 -- , - I :, �,:, i6kie�Lifcl[, , I - I- � , . ,� 11 I � r _�'r " , -1. � I" - I I I � 11 � I 1: � : .. � , � - : � 1.� I � - , . , , � : � " � y - I '': . I- I . C30 � 3.3, � Furnished O&M manuals for HVAC ElComplies ; C41* 2-.5,, � systems within 90 days of system I PDoes Not � 57 1 ;acceptance. [FISP, i ' �,E]Not Observable: __ ,� I I I I , I I ElNot Applicable , I � I C403,14. ;Minimum ", �' one humidity control device I XIComplies Requirement will be met. , � : � 2�,�,` �,- - ; per installed �[]Does Not I [F186]3 , humidification/dehumidification I UNot Observable 1-1 ; - . I - c � - system. Controls prevent simultaneous operation of . ElNot Applicable I _�i I I ,� ��, ' :humidification and dehumidification � I � I " A I I , equipment. I � I C403.2.4. !Minimum one humidity control device �[]Complies .Requirement will be met. 2.41--" ; per installed El Does Not I JFI56]3� ; �, �� humidification/dehumidification � EINot Observable � � : �f ��system. , -,- - � I I Controls prevent simultaneous operation of I ElNot Applicable � I I, � ;humidification and dehumidification . I I I I _ ;equipment. : . a6.2;4', ;'Minimum one humidity control device :DComplies 'Requirement will be met. 2A, 1 1 � ; per installed 111Does Not : � 1#11IS0 I . � hum idification/dehuimidification I EINot Observable: I �,', I . �,r, I .;simultaneous :system. Controls prevent operation of EINot Applicable � I � , �` ' -, " - '' .!,humidification "__,� z ,,_ and dehumidification � � I , .equipment. � � C403.2.4. ,'Minimum one humidity control device � :171complies Requirement will be met. 2.-4-"- ;per installed 'ElDoes Not (*�I I - , 1 humidification/dehumidification : EINot Observable:r I � I � - �system. Controls prevent I simultaneous operation of 1 ; El Not Applicable I 11 -, � humidification and dehumidification . ' I - , �; _ I I , , iequipment. � I � � C403,2�i � � I Minimum one humidity control device DC—Omplies 'Requirement will be met. 2,4,, ' � :per installed 1 11Does Not i JF15.613 I I . . I : humidification/dehumidification : � E]Not Observable , I u 11 - i � ' 1. 11 1, -� ��,;, , � system. Controls prevent simultaneous operation of � IONot Applicable I � I __ , " �1_ I 1humidification and dehumidification I � I � 1� - I . equipment. i I I CI :Minimum one humidity control device I ElComplies 1 .Requirement will be met. 2-4 1: , per installed ; ElDoes Not IF p �, 1�4 � I , , T , humid ification/dehu miclification I � FiNot Observable I � system, Controls prevent '�L]Not Applicable �� I - - :simultanecus operation of ;humidification and dehumidification ' I I 11 I I ; requipment. . I r �� . r� Minimum one humidity control device IlComplies ; Requirement will be met. I per installed ElDoes Not . IFIS6f5 � I -1, I � - 11 I ;� humid Ification/dehurniclification system. Controls prevent i . 0Not Observable' � - ,; "",_', , , ,4i,, ," �,, ': , simultaneous operation of � ,I []Not Applicable � ,,�', , ,,, � _-, , I . 'humidification and dehumidification � � � " I �, �� : equipment. I � , C40.2.4. ; Minimum one humidity control device ClComplies ,Requirement will be met. 2 ',per installed 7 ElDoes Not _ ��, , tl,�4 , , I 1 humidification/dehumidification � � I 0Not Observable: , , - I I - . I � ,systern. Controls prevent ' . simultaneous operation of ;EINGt Applicable � - I I I � humidification and dehumidification . I � - I I 'I'll , I � , I ! equipment. � I I I I High Impact (Tier 1) [-2 � I Medium Impact (Tier 2) [-�3 1 Low Impact (TW� Project Title: 118537 ZEPHYR STORAGE Report date; 12/18/18 Data filename; P:\118\118537 Zephyr Commons SS Zephyrhills FLU18537 COMCHECK.cck Quantity System Type & Description 1 FCU-5 (Single Zone): Heating: 1 each - Central Furnace, Electric, Capacity = 49 kBtu/h No minimum efficiency requirement applies Cooling: 1 each - Split System, Capacity = 47 kBturn, Air-cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: 1600 CFM - Compliance (Motor nameplate HP method): Passes Fans: FAN 2 Supply, Constant Volume, 1600 CFM� 0.8 motor nameplate hp, 0.0 fan efficiency grade I FCU-6 (Single Zone): Heating: 1 each - Central Furnace, Electric, Capacity = 49 kBtu/h No minimum efficiency requirement applies Cooling: I each - Split System, Capacity = 47 kBtu/h, Air-cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: 1600 CFM - Compliance (Motor nameplate HIP method): Passes Fans: FAN 2 Supply, Constant Volume, 1600 CFM, 0.8 motor nameplate hp, 0.0 fan efficiency grade I FCU-7 (Single Zone): Heating: 1 each - Central Furnace, Electric, Capacity = 49 kBtuth No minimum efficiency requirement applies Cooling: 1 each - Split System, Capacity = 41 kBtulh, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: 1400 CFM - Compliance (Motor nameplate HP method): Passes Fans: FAN 3 Supply, Constant Volume, 1400 CFM, 0.5 motor nameplate hp, 0.0 fan efficiency grade 1 FCU-8 (Single Zone): Heating: 1 each - Central Furnace, Electric, Capacity = 58 kBtu/h No minimum efficiency requirement applies Cooling: I each - Split System, Capacity = 58 kBtuih, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: 1990 CFM - Compliance (Motor nameplate HIP method): Passes Fans: FAN 4 Supply, Constant Volume, 1990 CFM, 0.8 motor nameplate hp, 0.0 fan efficiency grade I FCU-9 (Single Zone): Heating: I each - Central Furnace, Electric, Capacity = 37 kBtulh No minimum efficiency requirement applies Cooling: 1 each - Split System, Capacity = 29 kBtulh, Air -Coded Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: I 000 CFM - Compliance (Motor nameplate HIP method) : Passes Fans: FAN 5 Supply, Constant Volume, 1000 CFM, 0.3 motor nameplate hp, 0.0 fan efficiency grade Mechanical Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the 71nection Checklist. _ 12118/2018 PAULKENNEY c:2��,� Name - Title signature Date Project Title; 118537 ZEPHYR STORAGE Report date; 12/18/18 Data filename: P:\118\118537 Zephyr Commons SS Zephyrhills FU118537 COMCHECK.cck Page 2 of 18 C404.7- - - � Water distribution system that pumps :UComplies ! Exception: Requirement does not apply. [PLISP, ,water from a heated -water supply ' ODoes Not , - � � �11: " � �pipe backtothe heated-water.so�rc, IE]Not Observable: ',�,',�,�, `: � through a cold -water supply pipe is a I , ,, ,,, Z, ,�, I ,� "_,, ,� �1 � demand recirculation water system. [INot Applicable ' � " - I � - , � Pumps within this system have : . I - ,_� "controls that start the pump upon i I "I ; receiving a signal from the action of a � � � ��_ �, 1 user of a fixture or appliance and � I I -1 -1, , I : � I -1- , � � 'I,-, - I I limits the temperature of the water I � . I . entering the cold -water piping to . : � _ ...... 1104*1`� I � . C404,1 � water distribution system that pumps [komplies � Exception: Requirement does not apply. : tP� , " 4ater from a heated -water supply I IDoes Not � I - �,� - I pipe back to the heated -water source � I - I - - - � through a cold -water supply pipe is a EINot Observable: � 'demand recirculation water system. �ONot Applicable : � I I'-" 11 ;Pumps within this system have I � - , I 11" � - I I I __ 1, I � � " _,i� ,! controls that start the pump upon I _�: ,_" � receiving a signal from the action of a ' I I I 1 user of a fixture or appliance and . 1 4 1 , limits the temperature of the water . I ` ntering the cold -water piping to I , ,je � 104*F. I � I Additional Cornments/Assumptions: I I I High Impact (Tier 1) [ Z I Medium Impact (Tier 2) 1, 3 1 Low Impact (Tier 3) Project Title; 118537 ZEPHYR STORAGE Report date: 12/18/18 Datafilename. PA118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck Page 8 of 18 , ��_ � ...... ,� '_',,'� ,11�1 ''kkl'1�11,� '' � "'100- -, , ,,,�,,, - - , " �� *�� , � , , , , ,i , " ", � W�W, � , , , " � _4 - �_�w�-CMI,�,�! "' � "'-"',,.-�,,� � ,,,,,;�,�'�', ,,�,-�;' , - - , ,� " i� " - , , " - ,,,"' �"', � I I � r, , ,�," ", "�,' _, 4 " ,,' ` % -,�i , 1, 11� 77,77 � , � 7 = �, , _.�� , _� � , fjj,�� I , , , ",", , , ��11 , - I � - "�� j,,�,�� ,_ � ,�r , , .�-, ,;�� ',�, `,',L,"�,1�1�1��111, 4111 � , _ , - N 11�1 - - - , - __ �� ", ,�, 1111P�,�,, I-, ". � "'", - �- � , , I � � - o I I _'Cd I , � '' _W0 �� _, i 11 " - I T I ,, �_ , " _ FY�,,'�,�� , � - - �_ " -1 'A' ", _ mei0tslA, ��$-,L �,�:,,' : , -, - -, �_ - , I -� , I , - �L' - ,_ , '_ , _ � , — : , � , .... .. � I - - . - � _,, - , __, - - C409',2,4. � Minimum one humidity control device :11FIComplies � Requirement will be met. �- "':�` � 2X ,,, - ;per installed I El � Does Not IFW 1 humidification/dehumidification : � '0Not Observable' � � � system. Controls prevent - I !simultaneous operation of I[]Not Applicable � : , 1:,,� � 4humidification and dehumidification - I I ''", � I : � . _,,-�'�,�,,_ �equlpment. I I ; I C4012.1 � HVAC systems and equipment design I ,[komplies :Requirement will be met. [FW13 I loads calculated in accordance with �ODoes Not . 11 --- I ; ANSI/ASHRAE/ACCA Standard 183 or . " � I ;[]Not Observable, I I -- , �:,,�'�;_ iACCA Manual N or by an approved I " �__, 11 "': , , , _ , � equivalent computational procedure. I_' ,�_ - � I I0Not Applicable , - , , � 11� � � Design loads shal I be attached to the , - � ! , I ;code compliance form submitted to " ; : - . - �-_ I ;the building department when the � ! . "III, I � , � i�,:�-,�,,�� - ,� building Is permitted or, In the event ' ; � - I 11 - - ' A ' , � the mechanical permit is obtained at a i, � , I- , ' � later time, the sizing calculation shall : . - � I i be submitted with the application for � : I �- _� 'the mechanical permit. I I ,1 , � : I I HVAC systems and equipment 1komplies � Requirement will be met. capacity does not exceed calculated . : TIDoes Not . I I I I , loads. IDNot Observable � - � , � I I � I I EINot Applicable , F- 464',"iA. I Heating and cooling to each zone is IoComplies � Requirement will be met. I �, , �` � controlled by a thermostat control. , E]Does Not I EF147 - 13 � Minimum one humidity control device []Not Observable I m : per installed , - I I , ,,, I hum idification/dehumidification I ONot Applicable , � �,,_ , "I _ !�,_, , ; � system. � I � C40a,2.4. ; Heating and cooling to each zone I S � ElComplies I Requirement will be met. I - � I controlled by a thermostat control. IlDoes Not � ' [1`147F� i Minimum one humidity control device � � �; � . ElNot Observable! 1,1, ,�, per installed I " �` _,�,:�,,, ; I 1�"11�1�1�f' humidification/dehumidification 1ONotApplicable ' i � I __� 11 , . system. . I - C403.24, I Heating and cooling to each zone is I ,OComplies � Requirement will be met. � I I , ' I controlled by a thermostat control. ElDoes Not iFI4713�1 � !Minimurn one humidity control device 1:1 � "[]Not Observable: "I � ,, per installed - I -, : : humidification/dehumidification � 'ONot Applicable � � I - I - I __� I system. - I . C461., A� i Heating and cooling to each zone is ElComplies � Requirement will be met, I ,,,, il" 1`��5-_` 'I controlled by a thermostat control. ElDoes Not : ' V147P !Minimurn one humidity control device - I i : :E]Not Observable I � I -1 ; per installed - 11 � humidification/dehumidification I � ElNot Applicable , 'I'll I I - ,/, , , i system. � � �L_��, C46 . , 2-A. � Heating and cooling to each zone is I ElComplies 'Requirement will be met. I � � controlled by a thermostat control. ElDoes Not � , IF 7 :� Minimum one humidity control device � DNot Observable ' I � per installed I I 1:, � humidification/dehumidification I FINot Applicable � I I I 11 ; system. I I C4031A. 'Heating and cooling to each zone is ElComplies Requirement will be met. 1, � � , �,- � controlled by a thermostat control. ElDoes Not V T,P,� _, � Minimum one humidity control device [Fr4,� � " � ; EINot Observable � - " I per installed - � - - I � I : humidification/dehumidification - I � '[]Not Applicable , I I system. �___� I ! I 1 1 High Impact (Tier 1) 12 ] l4edium Impact (Tier 2) [ 3 1 Low Impact (Tier 3) 1 Project Title: 118537 ZEPHYR STORAGE Report date; 12/18/18 Data filename: P:\118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck Page 14 of 18 6COMcheck Software Version 4.1.1.0 Inspection Checklist 8�e Energy Code: 2017 Florida Building Code, Energy Conservation Requirements: 90.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. , , sioiow, : 11 _j,,�_'�,,_'.�V,��, , , -�, �,�%�M�s ,,_',;�; , , I � w ,,�,,� � !�� C ��, _,�Z,�g ��,, '!W,�11�,3 I , 1,1.1 I llpfil�,,� ,", � � � —, , - I -1 L 1,1: ',, �, "; - eW , I' , �""�` ,,,�,�i��,,� � I �_�2 ,,, , , ��,`Ig ��, I `j�,�;,�a, ," , ,", � , �,-N',�, ,�� ", V �, _�,&,�' �,',�-�6' 'J�j,, , __m '.'��, """, , ", , , 1, 2-,,�&,,��,, "", - , ,,, 1�, ,�, ,�M � , , _�, � ,,, N " , ��! `�,� , -�,Q, ,�---,��,:, _1�1 - I ,V, ___ ,,, , ��_�'�,, 1,;�� ,&� �111'1" , mi,4,,,,�, ��,,,� -_ � - - I 111 11 I " �,�,� 11, �--,,,�;�,,�, 1 , ��., - " - �:�Wll � � �,,��,,'-A�`�, , ,,_,_::� t ,_ , " wow �� , I _1�1�,"l n , Mr,0111 , "" 4 , , , A? I : 'L � � _ - - �r, � - I � 'rt", , , " ' I - � , 7.7� I 1, I :. � - ,_� , �, 11 � I - � I _� - ,��,�� = __ �,_ _,_ � ,:�,, . I - I,, ,�_,g_ � ,I � I � � , _-, ___ - 77 77r"_77_,� - I I _ __ _ _ � _�. � �', " C103.2 Plans, specifications, and/or ]OComplies I Requirement will be met. [PR211 calculations provide all information 11Does Not I i , with which compliance can be � i IONot Observable! . determined for the mechanical 'E]Not Applicable I systems and equipment and : i � document where exceptions to the : � I � I standard are claimed. Load I I � , calculations per acceptable I I T I engineering standards and ; I � : .handbooks. I I C405.6 i Plans, specifications, and/or :F1 , � - Complies I Requirement will tye met. [PR1711 � calculations provide all information 1ODoes Not !: with which compliance can be ; i for :,ONot Observable � determined the electrical systems , and equipment and document where : ONot Applicable :' ! exceptions are claimed. Provisions are: � I made for metering individual tenant I ! � I units. Feeder connectors (for feeder ! : I . and branch circuits) sized in : I . accordance with approved plans with � : maximum drop of 5% voltage drop ! ; � i tota 1. I � I C406 Plans, specifications, and/or boom-p-lies 'Requirement will be met. LPR911 calculations provide all information :E]Does Not . : with which compliance can be : EINot Observable: it , determined for the add ional energy ; EINot Applicable � cy package on '. I � efficien op,i s __ I Additional Comments/Assumptions: ______7 1 1 1 High impact (Tier 1) L61,,_ Medium Impact (Tier 2) t (Tier 3) , ,_J , [,,'�� Low impac Project Title; 118537 ZEPHYR STORAGE Report date: 12/18/18 Data filename: PA118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck Page 3 of 18 section �� 7 11 � , '-1. -1 , � �, - I - 7 1, _ , � ,�� , - - I ,,_ �, i, "� � - � , ", " : ,, , - -�� , , � , i p� , _�,, �k, - " �; r,i,-,- , " , - " � '' - . , ., ,��, . 11 , "'. I - '�,� � , 11 - -- 11 . - �, , � - - ." ,� '-�- �:�,_ , _,,� I �,,_"� ,'_,��-_- 1, _1 _ __ - , , -__" - I _� -1-11 -, , " , I - I - - I , -,- , , ,"� 0 0""! i _� � I I I ip 11, I � R� C. '' _� , "� , to K, _� ... 0 _� � _5-'�",,"ffl1,�""',',' .. ... __ � - ,� �_,� - , , - � _, __ �, ,'", r 11 _� 1 , �_1261 - j*,l,,�" � ',� t , ,4 'r��-,_,� � _, ,� �,he, � :�,-,` , -,M -f,,�,,`,, ,*-,;,% , - ;, � 9 1' , " Km ,01, 19 "� '' �� , , �,, , � � - -.1 , , Ir , _� , " , :�'rl - � fg ,,�,, ., ,�,, ,2ffi� - ,,, � , � , , ��, �,� I �L��-"!,��"4",��,,;�,,��,�-",-"",�l,,�l:,� 1:� 2�;� -If "I" Z, 1: � X?�� ,!,F,,�,` _', I 1,111,11, �_ C402.2 � .6 ;Thermally ineffective panel surfaces of�E]Complies � Requirement will be met. , IME41P .:sensible heating panels have I 'ElDoes Not : I � "I-- ,� insulation >= R-3.5. 'I -1, I �� , - Z I � � UNot Observable I I : I "_" d , , -, � 1- I :[]Not Applicable ; i I 00�. � HVAC ducts and plenums insulated � Ucomplies � Requirement will be met. �r and sealed according to Florida 1 �17`!Does Not I ,� , �, Section C403.2.9, Tablle C403.2.9.1. 1, � I UNot Observable I ;1 �� IONot Applicable !� I C403.�Zbi. � All ducts, air handlers, filter boxes, � 'ElComplies , Requirement will be met. , q 21'', : -, :- � building cavities, mechanical closets E � 'ODoes Not �MEISIY � i and enclosed support platforms that �- ient � form the primary air contairm � � I ![]Not Observable � I I I W passageways for air distribution ,[]Not Applicable �� ; - - - I -- , , ,� systems are constructed and erected � . I - � ,, Jn accordance with Table C403.2.9.2 � . I I'll � 1, I , -',� ; and with Chapter 6 of the Florida ��r,�' ��11 i � '-:,� - - ,,, � �:ag..�:�: Building Code, Mechanical. Ducts are : ; I I ! : '',,,,, �_',;` -ibe constructed, braced, reinforced I � I I 11 -� -4,-. ,-'and installed to provide structural ; I � . I- I ,� , 11 11 �`,� ;strength and durability. All transverse 1 � , 1 - I ,- I !Ijoints, longitudinal seams and fitting "', � . � ,� ,,, ,_� t' , , , ti ns are securely fastened in _: ,.�:,, , I , �� ,� � 4connecio , - � � I ,�, - I . " - - �_, :_.�.'.',_-,�, -accordance with the applicable r ! : I - I -1 _� : standards of this section. _:,,� I : � , I " Duct insulation is protected from :DComplies : Requirement will be met. , ", I, -1t, "'r �, � , � �, ��,�;.�,,,;--J damage but not limited to the - I ' 1� Ilboes Not : 11 - I - "following: 1. Insulation exposed to I I I ! I QNot Observable � � ",,,""I'll, I �, _� , � , weather is suita ble for outdoor I _, - I I I - ; . Cellular foam insulation is I ., , � service. ; I -ONot Applicable � ! _ , " , ,__��O, --,,,,,,, protected or painted with a coating - ,,�- v�, . I I I � -� ",�,"-5,' -, , ,, , ' ',,V,,� � � ,� that is water retardant and provides I I __ : -" � 'shielding from solar radiation. 2. : I - � Insulation covering cooling ducts I I I I - -,located outside the conditioned space - �, I I � I I - , - , - ,;; � �is vapor retardant located outside the � � �,41�_,�r I 1:1 1, ,,:,,N�,R,J1n i insulation, all penetrations and joints 1, ! ; ,�� I","', I I, 1', , r, ,'�,.," of which shall be sealed. i I C Additional insulation with vapor 1komplies ;Requirement will be met. barrier is provided where the T]Does Not I f minimum duct insulation requirements � I IC]Not Observable 1, of Section C403.2,9.1.1 are . I determined to be insufficient to I �[]Not Applicable � I I- 11 I _� � : sation. I . I C463��-.13'� Unenclosed spaces that are heated 11Complies � Requirement will be met. I 54,E71Pkr-,-.,.`,:1 use on I y radia nt heat. I ' ` � , �, 77j 171Does Not I � � � , - 4 _", , �,�,� _ � ,� � _ . 1 17- �_ , � I ,[]Not Observable; I , � . , � ;j� I � � , - � _- , j s '[]Not Applicable : C4W., j HVAC equipment efficiency verified. ElComplies � See the Mechanical Systems list for value& �. I ,$,` ,r I ,,,,_ fi��i I DDoes Not ! � � I - � Ir-lNot Observable � I ��"_ �i I- _,�_ ; E]Not Applicable ' __ ,�,"�� Ducts, air h t4p�','_`o andlers, filter boxes, . : ElComplies I Requirement will be met. _ _Z 3 � �,11,5 ,,__,,, 5 �'111� J building cavities, mechanical closets � � I '� , ElDoes Not I � ; � � im I i � and enclosed support platforms that - ; I 0Not Observable I : - -- ! form the primary air containment � - � - I I 11 - , � �[]Not Applicable � I I I ' 7 �;, ", :','I passage ways for air distribution 1, I I", -, 11 I I t re sealed in accordance with , � " �i��,,,,��- i sys ems a �_ '_ I ; �",____ I - ", _,', __ � -, , � , ,'�,_, I Ithe applicable criteria of this section , i I , I __ , , � r- ,', ;� � and Ta ble C403.2.9.2. , I I I 1 1 High impact (Tier 1) V�4'__`] Medium Impact (Tier 2) [i _,_ ]Low Impact (Ti Project Title: 118537 ZEPHYR STORAGE Report date: 12118/18 Datafilename; PA118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck Page 9 Of 18 I �soo�ii, , , - I , , � , �'!l ,,,, � , ,'��,,� g"",""""', ',,;�;; �,,,,',"� 't, � _� 11, �, - 11. m - �; � , I 6�,�,Y",�,�;',-,,"�,�: t �, ��',i, , §2 �,,�-2�`�,z��'�, � I , , 11 �_'&,N, �- " �� , , -gr,��, . I , , g, - , � �� , � , ,"g,- - Z , � , ,, 1,', � �,,X�& I , ,' , ,, , I � --,t" -, ��411111�1 .,�;,�'�,1,0_1',L�,, �,., I I I I'll- I 1, � ��,�, �,� �, � li&',� " "'� & - , " -, 111- A1�,,Cp� �, � , _-, I '__ - , - - ; - A, � �� I � I, I �_ - I - , ,, I F_ I-— � . I � , I . - � ; I'M- 11 - - 11- - - �_, - - , - - --- I I : ,,, - I 11- � � -�.',, 1�� ', _. , I I _ " -, - I - -, __ , 11 I . _� , , � , �, �, I , �� " I - C401 1 4 � Heating and cooling to each zone is - - ;E]Complies I Requirement will be met. 11 I , _ : controlled by a thermostat control. ;ODoes Not � [1`1471� !Minimum one humidity control device ; � F]Not Observable � : - ,_ I , per installed � humidification/dehumidification :DNot Applicable � ; � I �- , � system. I : I , - ''I C403 I .2.4� 1 Heating and cooling to each zone i� ,,-�` []Complies ; Requirement will be met. � ,- I �: , , controlled by a thermostat control. I11Does Not 1171471� I Minimum one humidity control device I ' IoNot Observable � -,- �, , � I -1 �, I I � , per installed r � humidification/dehumidification . 'ONot Applicable ! � ! � -_ I � ,,,,,-,-,-, _i� system. i � __ I � C403*2_�A; ; Heating and cooling to each zone is ElComplies � Requirement will be met. I - � ; controlled by a thermostat control. ':DDoes Not � [FI471-3 - � , , � Minimum one humidity control device I E]Not Observable, �, ___ I I ,, I __ ' , _ �� , - , _�:! , �� _ . ! per installed hum idification/dehumidification � I ONot Applicable I I . � � 1 �_ : , system. I � C403.2.4, :Thermostatic controls have a 5 'F J-1complies ! Requirement will be met. 1.2 : �deadband. � ;E]Does Not � [1`130� - : : �C]Not Observable � I I I � 1� I . : ' �[]Not Applicable ' C4032A. ' 'Temperature contro,is have setpoint I ElComplies I Requirement will be met. 1.3 , � overlap restrictions. Tboes Not I [F420p,-: ' ''I I I i I I UNot Observable I I i . ':FINot Applicable � ...... C403.14. 'Each zone equipped with setback � 'ElComplies . Requirement will be met. � . 2 , -, I controls using automatic time clock or Not � [1`1011 1-_ '� �programmabie control system. IFIDoes � I '[]Not Observable � I - I I I EINot Applicable � C408,21 � Construction documents require that a ElComplies � � 11`154P��, � , � � written balance report be provided to I[]Does Not � '_ _ - ,,, �, I , , - - !the building owner or rep for HVAC I I � . Observable! I �, ! systems serving zones with total .[]Not I I Applicable � I I � condition area > 5,000 sqft. Air :[]Not � I I I � : distribution systems shall be tested, ! I � I adjusted, and balanced by a licensed � � I �": , , I I engineer or certified company. � C4032A. Automatic Controls: Setback to 55*F i ElComplies ,Requirement will be met. 2.1_ ,, � (heat) and 85*F (cool); 7-day clock, 2- ElDoes Not � C40� ,2A. � hour occupant override, 10-hour � I I 1 EINot Observable I 2.2-,, -`,,"-� , [FI*61a - - �Ibackup : I � T]Not Applicable � : ! I C40_3�2�4. � Systems include optimum start I —I ' Tkomplies I Requirement will be met. 1��%�? 1 controls. ;UDoes Not � [1`1411�1_ I . ' I I ;ONot Observable I 1 I , I 5 E]Not Applicable I I C40?,2.4. � Systems include optimum start I Complies !Requirement will be met. 2.3 : � controls. I[]Does Not � IF14114 I ; : nNot Observable I ' ' - I I I -[]Not Applicable � I I ' C40�,�,A. � Systems include optimum start ' - I ;F]Complies � Requirement will be met. 2.3 �, � ��` � � : controls. T1 : Does Not ! IF14113 - I . ! � I :[]Not Observable � I � 11 �1, ; . ;[]Not Applicable I — ?r 1) [--fl Medium Impact (Tier 2) [,,�5 1 Low Impact crier 3) 1 _ _ Project Title: 118537 ZEPHYR STORAGE Datafilename: P:\118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck Report date: 12/18/18 Page 15 of 18 Snowlice melting system sensors for future connection to controls. Freeze protection systems have automatic controls installed. Additional Comments/Assumptions: �LJDoes Not I I � E]Not Observable � , EINot Applicable ; � I ; � — Requirement will be met. ____ I I I High Impact (TIE Impact (Tier 2) 1 I'l] Low impact (Tier 3) __� Project Title; 118537 ZEPHYR STORAGE Report date: 12/18/18 Datafilename: PA118\1 18537 Zephyr Commons SS Zephyrh ills FLU 18537 COMCHECK.cck Page 4 of 18 I �, __ ----; -� - ___ I - , I 1-1 "copirt-1- �_�M�____ '�_, I ,,- , , , 11" __'�r" 1 -, ��,� . r,' - I , I I I I I I , - � - I � ,, I Ml in 1 , , I �; �, I ow"" I �rk I I -_-- w , I I . I I : 1, �.�, u- " � -- � ;_ , ,,;� I 0 ""I'll, , ,,�� I � �,,�,-��` ��,_, ,�y�,,�'7 7".... , -�� "�', �� `, I r, Z' -1. �, ,� Zr A V � �"', ,,� �,,, ,, �, - i3x*, : '' ,a"2�- -�,Z-��, , ", , , � ... � I I I " 11111;11�11�11 z zt� �L' "" - -�G�, 1, � ,�,� � " c4O�A `� Cavities in framed spaces are not [komplies � Requirement will be met. I I 11 "I I ,�'�� e I __ - � �- -, used to deliver air from or return air tO;E]Does Not I - 7$ - , they fME,, F._-,,the conditioning system unless �1-. - �� , 'is I . EINot Observable � �-,� ,,, ,�Q-,�!:- I - % 111,g� , contain an air duct insert which - , ��, I ,%,u ,� 11; �;�,�',�,,�-,-,5,,'�,,'insulated in accordance with Section ir N t Applicable � -1 0 I � �:� '�'!`-,,"��',"_�',�,'�C403 2 9 1 and constructed and I __ ��f� � I , _� I ,-��-,.�,--�,,seale�:in'accordance with the , I I : - I ��'A�'_ �4equirements of Section C403.2.9.2 ,:1 I I �,---d I � I ' '' ' 'q " "r ,_O%, 1 appropriate for the duct materials � I � �, �,�� ,, i4 ,V " , ,,jj used. ", ,:, �','��§,q � : I I ' I c4oj��M "� Air distribution systems are sized and �OComplies Requirement will be met. $ _:",:_,-�-_`�--'clesigned in accordance with IlDoes Not : � JIME 4, r,',`:J 1 , _,, recognized engineering standards. i , ... 1'.� 11f_`,_"R � I DNot Observable �,o � - ��&'--��, e er to s f ection details. , � " � ',,'�' ; I , �� " ", I I 1, _ 1 � ONot Applicable ' I I C403 Z1,A-,_' Air -handling units not installed in ElComplies 'Requirement will be met. B , 75�7-1- -1. 11 r -;attics of commercial buildings. ElDoes Not I ,, JM[E7*R , , ��, ��, �,_,�,g I �ONot Observable , I" �, I I -, I-" `� `i � � � I �,`_:11` I - � . �ONotApplicable I C403-.�2A__� Fault detection and diagnostics , , � - 'Elcomplies Requirement will be met. - r;�_�, 41 - ,- - , , , � ,.,,,, �Anstallecl with air-cooled unitary DX IlDoes Not 0ew,"'I units having economizers. , , , 71��: �, 7 '77'qi�,,�Y� ,,'-,��Ive , . EINot Observable; , � 1, V5g, ", � , ,�� I � I L_1� �ONot Applicable I . � C4081�2, �. Air system balancing accomplished in �OComplies I Requirement will be met. I , � 1� -, � a manner to first minimize throttling 0Does Not - t_ME5 I-, losses, then for fans with fan system r . tllslot Observable;' , �� -eds ,�, ,I power greater than I hp fanspe � I-_ ishall be adjusted to me�t design flow EINot Applicable , � , � I ,� - 1conditions. Balancing procedures shall i - - �_ 1 be in accordance with NEBB ' , I ,�, � �;, 1 �i I Standards, the AABC, I I 11.,11;.1,�__1,,1 Procedura � I : I I i� --,,,�,_- �� National Standards, or equivalent I I I - - ' I procedures. . ; I C403.2.6. Demand control ventilation provided �,F]Complies � Exception: Systems with design outdoor air of less than 1200 1 Jor spaces >500 ft2 and >25 ' []Does Not cfm. [ME5911 :1 people/1000 ft2 occupant density and ! I F]Not Observable � served by systems with air side I economizer, auto modulating outside . I []Not Applicable � air damper control, or design airflow I I I . >3,000 cfm. . : I " ��, � C4031k i Enclosed parking garage ventilation ! UComplies I Exception: Requirement does not apply. 7 7 . 2 - has automatic contaminant detection 1 1ODoes Not IMEIASf ;and capacity to stage or modulate �_ I I I ` , " 'fans to 50% or less of design capacity. -, I F]Not Observable, I � 1; ,i�,,,,,,,,� " - I I [Not Applicable � I I C403.2.7 � Exhaust air energy recovery on ; ElComplies I Exception: Requirement does not apply. (ME5711 � systems meeting Table C403.2.7(l) 111Does Not : and C403.2.7(2). � : FiNot Observable � E]Not Applicable � C4032. � _t� lCitchen exhaust systems comply with 1 � ElComplies � Requirement will be met, IME116]3 � replacement air and conditioned ElDoes Not r � I � supply air limitations, and satisfy hood I �-_',, -.,,rating � Observable: - requirements and maximum I 1 ,�,,L�� ''I . , 1, �` ` i exhaust rate criteria. , � -1 I __ " 10Not EiNot Applicable I I C403.3 Air economizers provided where ElComplies � Requirement will be met. [ME6211 required, meet the requirements for ElDoes Not design capacity, control signal, � ventilation controls, high -limit shut-off 'UNot � :DNot Observable. :integrated economizer control, and I Applicable � � provide a means to relieve excess . � . outside air during operation. � 41— I 1 1 High Impact (Tier 1) [-"- �1 Medium Impact (Tier 2) 1 Low Impact (Tier 3) Project Title: 118537 ZEPHYR STORAGE Report date: 12/18/18 Data filename: P:\118\118537 Zephyr Commons SS Zephyrhills FU118537 COMCHECK.cck Page 10 of 18 ,�,: ,,',�,M_',',`,,,�,L"1 "1010, " �', ,,��,� ,,,',"-,,�`,�J-�� ,, ;,-:""?,""`,,�, ,-, "'N" Z , , , ��,�,A, � , I 11 �, " , �, ", , ��A � , )(11"', , I 'i�`. ,'�, �. , � �. , � ��,,�q�� ,"", � ,, , I �, �', _1� I : � I , 17", . - - " 11 I � - I � -, L� � . �- I - - -, " ' I I-` -1 � - � -1- � I 11 �� I . C403.4.4. : Systems include opti urn start � : ElComplies I Req irement will be met. 2.3 ,,�J�-,�:,icontrois. 'j-,,- �01)oes Not � JF14i 1 � I I " i 11 i I �DNot Observable . I - I I I _�� I ! E]Not Applicable � C4032��. � Systems include optimum start ElComplies : Requirement will be met. 2.11 �', -�,, I controls. � Does Not I I I [FI4 I IP� , , -!- I I FiNot Observable; I � - _ : I[]Not Applicable - C40,2 ,.4,.; Systems include optimum start ElComplies � Requirement will be met. 21 `.,",,�',; -,I controls, 1 ':E]Does Not I r j�l 11 [FI411��,"_ 1 - � I . I F]Not Observable I � I 1-1 I � ' [Not Applicable - ' ' C4012A., _ISYSternS include optimum start ElComplies � Requirement will be met. '23 -,,,�' ',,��,'I controls' " , ��[]Does Not I � If i4i � A � �[]Not Observable I � - - � - : I - I � � . I FINot Applicable � I . . ., C-403,1A _� )Systems include optimum start . — TIComplies Requirement will be met. '""' i 2 .�,�<�-',`,,,, controls. ElDoes Not I �r , IFJ,lifl�6�' 1 � I 11 I I � I : F]Not Observable - I - I I � � ", I I ClNot Applicable I - C403,Z-4;�_� Systems include optimum si�rt,licomplies 1� Requirement will be met. `��_ I 11-11 �31 "',�'11,71" , I. controls. ElDoes Not I , I [Fliii-ji�', - � I I __ , - FiNot Observable, __ I I __ EINot Applicable ; : C408.2.1 � Commissioning plan developed by ElComplies i : I [FI2811 � registered design professional or ElDoes Not � approved agency. �E]Not Observable IIINot Applicable � C408.2.3. HVAC equipment has been tested to Elcomplies � I ensure proper operation. ElDoes Not � [FI3111 . : � ,oNot Observable! EINot Applicable , C408.2.3. � HVAC control systems have been I IDComplies � 2 tested to ensure proper operation, 1 ElDoes Not � [FI10]1 , calibration and adjustment of controls. I ,E]Not Observable cNot Applicable � C408.23. r Economizers have been tested to IlComplies : 3 ensure proper operation. �LJDoes Not � [FI3211 . []Not Observable EINot Applicable C408.2.4 � Preliminary commissioning report ,Dcomplies � [FI29]1 � completed and certified by registered ;[]Does Not I design professional or approved I I iE]Not Observable' agency. 1 T 4 ,[]Not Applicable , 6460;��* .'; Furnished HVAC as -built drawings 1 ElComplies I 1 - �- :submitted within 90 days of system :11Does Not I [Fuj�- - - �;acceptance. -1 I 1 i I F]Not Observable I I ,,�, � I ,�,� X� �:l , ,_ � Not Applicable 'El — C408.2.5. :An air and/or hydronic system ocomplies I 3 balancing report is provided for HVAC: ElDoes Not [FI4311 systems. IL]Not Observable, I � ,ONot Applicable 'I I 1 1 High Impact (Tier 1) 1 2�, 1 Medium Impact (Tier 2) [3 ]Low Impact (Tier 3) Project'ritle: 118537 ZEPHYR STORAGE Report date: 12/18/18 Data filename: PA118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck Page 16 of 18 � , ��, " - _�, � �, Ili - 1.1,111,T,`1 11 I �,_ , -, C, 111146co6in"i" ��',�� - - '�Iil� ��, : �,� , ", -1 - ? 11. - -i 1�1 11 I - 11�,_ , �� 1, � rll'�'� ; 1, _,,�� - , 77- '1'1'7�_'� �'_'131A',,, �� " - � - - I - ,,,,, -, , � ��n �k "_"�.` � , " _ 7 �,, - , ,-, -, " i"51 , , " � " � I I "� , � ", , ',�,`4'� `��', �, " � � , ", " � � , � , - 1, � T e_ " - , ""' "7"" , " " - � _,_ �� ,_ � ,�, - - , , . , � lv a , Illi-, � I plu I 0 , I lin U I I I , �,_ 1, g*nplles? 1 � I � , �- -- - � I il�� 'i -,: � e nDl �", -, -- I I - , � I � , � - , I - � -- �, �,:, - -1- I �' - � , - ,_ I I ,_ I I � , - - - I I - , - - ,, , _,9n1!1rn!!!TuT� , - _11'____'1__,�1 , . I I . C404.5- � i Heated water sul ; I omplies I Requirement will be met. � : C404.5.1; �to pipe length and volume �FIDoes Not I C404.5.2 �, requirements. Refer to section details. � EINcit Observable . [PI-613 I I I I , �113Not Applicable I I � I I � I I �, ; - C4045,,!�,, Heated water supply piping conforms ElComplies , Exception., Requirement does not apply. C404.5.1, Ao pipe length and volume ElDoes Not I C404.5.2 � requirements. Refer to section details. I '[]Not Observable JPL613 . I � I IONot Applicable I � I I . I 11 ,_,�: � . � ` I I -7--s 'Exception: Requirement does not apply. �E4_045. - 1 Heated water supply piping conforms [3C.mpI.L C404.5.1, :to pipe length and volume 11Does Not I C404.5.2 prequirements. Referto section details. � I I EINot Observable � 1PL6F - I I ,� I - [INot Applicable I I I I T I I � I I I � I . C404.5-' � � Heated water supply piping conforms ElComplies I Requirement will be met. I I C404.5:1,1 `to pipe length and volume ElDoes Not i C404.5,�,_ � ; requirements. Refer to section details. : Observable � _� I ,[]Not [PLO]i :1�1, � []Not Applicable � I - I I : C404,5, � Heated water supply piping conforms ElComplies � Exception: Requirement does not apply. 1 I C404.51, -;to pipe length and volume ElDoes Not L , " I C40C5,2i'r,�, requirements. Refer to section details. I - FINot Observable, IPL613 ," � ONot Applicable � I I . C44.5j, �,: Heated water supply piping conforms IOComplies � Exception: Requirement does not apply. t4b4.SA,,, � to pipe length and volume ElDoes Not I ' � C404.5.2 � requirements. Refer to section details. I !E]Not Observable: [pL6]3 . - : El Not Applicable � I I I I : I . I I I � I . i ' C404.5,,",--i Heated water supply piping conforms ,�OComplies ,� Exception: Requirement does not apply. . C404.5.1�,:to pipe length and volume IODoes Not ' � C404.5.2 I requirements. Refer to section details. CINot Observable tPL6]3 � - ; I � �, I . 0Not Applicable : I ��_ I I � �� , I - I I C404.5, 1. Heated water supply piping conforms ElComplies I Exception: Requirement does not apply. C404.5,1, :to pipe length and volume ElDoes Not � C404.5.2- i requirements. Refer to section details. I � !ONot Observable I , " i I_PL6]3 I "I , � EINot Applicable � I _�,� I 11 I : I ! � ___ C404.51 r Heated water supply piping conforms ElComplies � Exception: Requirement does not apply. C404.5, ' 1, �to pipe length and volume ElDoes Not C404,5.2,,_� requirements, Refer to section details. � tPL6]s, �, c,'� 1 ITINot Observable I � 11Not Applicable I - : : I C404,63,; Pumps that circulate water between a ElComplies I Exception: Requirement does not apply. [PL713 �1-1� � heater and storage tank have controls UDoes Not � � . I I I """Ithat limit operation from startup to I � I I �,= IE]Not Observable � ; 5 minutes after end of heating Applicable cycle. !ONot - - . C404.6.3,' Pumps that circulate water between a ElComplies . Exception. Requirement does not apply. � ,� [111.7]�_ ',�� heater and storage tank have controls ElDoes Not � -11 I I , ' � I that limit operation from startup to � EINot Observable: : < = 5 minutes after end of heating EINotApplicabie , I . cycle. I I I I I High Impact (Tier 1) [,- Medium Impact (Tier 2) 1 :it I Low Impact (Tier 3) 1 project Title; 118537 ZEPHYR STORAGE Report date; 12118118 Data filename; PA118\118537 Zephyr Commons SS Zephyrhills FLkII8537 COMCHECK.cck Page 5 of 18 I I , i-, I �, "", 1, , ,_ I I I - "I I I . I ], 1, , , " � - , , , -1 , , 4 " , i - " �, , ��: ` I _'111 �11 - � , , " i _"_,' �r � , ,, L �� - ,,��`� - � "; " ��;,: I ... �,,'R ,�N, " , �, 11 , �1,1 � -11 , , il- , I - -_ - , ], �, ,, . - I - 1- I ,L: � , , " ,_,� - I '' - -�,,, I L" " Ill, I'll, 1 , " ,4�,, , �- � ,,--- ,"r, " :� "Ill, � � - L - .,,,� I I 1 � , 11 C4034,4.,�'Multlple zone VAV systems with DOC , IOComplies Exception: Requirement does not apply. 6 � � of individual zone boxes have static ![] I Does Not � , EME110 pressure setpoint reset controls. , r , 1-1 � I I I Mechanical Systems list for values. �oNot Observable see the I __,��' �, � - �' �IONot Applicable 1 - �" 463.i4�.',�,,"' Multiple zone VAV systems with DDC I ElComplies : Exception: Requirement does not apply. 6 1 � ' : of individual zone boxes have static ElDoes Not [ME1104 7 pressure setpoint reset controls. " _ I 1 -51 � I I I See the Mechanical Systems list for values. I ElNot Observable I e "I �-�", '� , I ;[]Not Applicable � C403.4.4.'� Multiple zone VAV systems with DDC ElComplies � Exception, Requirement does not apply. I 6 'of individual zone boxes have static 0Does Not i IME13.0]3 ,, pressure setpoint reset controls. I I See the Mechanical Systems list for values. FINot Observable! I � � . � � � EINot Applicable � I I C4014A� 'Multiple zone VAV systems with DOC ElComplies I Exception: Requirement does not apply. 6 � of individual zone boxes have static 1ODoes Not I � I 114EII013 1 �, pressure setpoint reset controls. _�11, I � See the Mechanical Systems list for values. EINot Observable 11 ,� ,� I "I � ,- I -1 �, , i I 0Not Applicable I I I C403Ak , Multiple zone VAV systems with D Complies Exception: Requirement does not apply. 6 1 - a of individual zone boxes have static 0Does Not � [MEUQJ� 1� pressure setpoint reset controls. , : I _� I- . I 'e the Mechanical Systems list for values. "SL � []Not Observable I " I I _", � "I, , i , I - 11. � EiNot Applicable � C403.4.4�,,,; Multiple zone VAV systems with DOC TIComplies 'Exception: Requirement does not apply. I �: .,.� in v ua z ne oxes ave s a ic I Does Not � IME1101-1 ! pressure setpoint reset controls, I � I I See the Mechanical Systems list for values. 'ElNot Observable � I I I . 'E]Not Applicable � C4014.4,�. ; Multiple zone VAV systems with DOC ElComplies � Exception. Requirement does not apply. 6 1 ;of individual zone boxes have static IlDoes Not IME110f. ;'Pressure setpoint reset controls. : See the Mechanical Systems list for values. IONot Observable � I � 1, EINot Applicable 7 C403.4.-4. � Multiple zone VAV systems with DOC . ElComplies I Exception: Requirement does not apply. 6 1 , :of individual zone boxes have static � []Does Not I IME11,0,13:�; pressure setpoint reset controls. , - -S 1�, I � . i See the Mechanical Systems fist for values. I ElNot Observable � ,,, � I I TINot Applicable C403.4.4. � Multiple zone VAV systems with DDC ElComplies I ,Exception: Requirement does not apply. 6 ' � of individual zone boxes have static ElDoes Not ImEl m:13�,,� � pressure setpoint reset controls. ", I , . :See the Mechanical Systems list far values. I []Not Observable � I I � 0Not Applicable , L C408.2-2-. ;Air outlets and zone terminal devices ElComplies � Requirement will be met. I , . have means for air balancing. ElDoes Not I [ME531t -� i � : '[]Not Observable L I . I , ElNot Applicable I C403.5i - : Refrigerated display cases, walk-in �OComplies Exceptilon. Requirement does not apply. C403 �sa,'�_-'� coolers or walk-in freezers served by ,, ," � ElDoes Not C403�5`1- � remote compressors and remote I � EINot Observable IME123]3', condensers not located in a Applicable -:condensing unit, have fan -powered 1EINot � � :condensers that comply with Sections � � "T:: _! C403.5.1 and refrigeration compressor � 4, , - � � systems that comply with C403.5.2- I C403.53 �� Condensing coils installed in cool air ElComplies I Requirement will be met. [M[2121�_3 ; stream of another air-conditioning ElDoes Not I � _ ,,� 1 unit. The condensing coil of one air- , I � �,� , conditioning unit shall not be installed � I FiNot Observable , I 'in the cool air stream of another air- �El Not Applicable I , ,conditioning unit. I ! _______7 1 1 1 High impact (Tier 1) [!] Medium Impact (Tier 2) J,j] Low impact (Tier 3) , , A." I _ ,��`,`��;o � I I , - _�,,, _� "', �,�`� -'�',!,�-�`�,��!'%� � � , ,,� , ', ,,,, - ,*ilictloh "I � , 1;�,;_-,,_, - -, li:�,� N � 1, - , �, , "I � ,�".,��,�, _��, , _", - " - - , -, , 1. �, �, � - ,., `_ �,n7� 1 s - , � �� lllieitiO, - �','�, ��'r�' � " ��,��,'�""!', � '�_ - ,,,� , � I , , , � I , , , , - - � - , -�� `-,,� -�, �,;�`,�,' � I -, ,� ,i,,,,,,,� � �',�,�,,, �', ,',�,�Q,`,_, � ,,� �, � ,- -, I , �, - I, I r �1 � � , 1, � �, � , 1, � I 1 4 " - It �, �� I, . I �, I- I W&id , -ii : 14mllfnen , umptickl*� , , � , "' , � �', ' - 11 , � * �,X . ui� , � -, ,-,",-�i"",D"�-M"Pli4o$ll�� I - I - - - - - - , I � 11 I � I" - I �, 11 � .� - , , - -_ -1 I I 11 � I _--� I - I " — C404.6.3_A Pumps that circulate water between a iOComplies � Exception: Requirement does not apply. I PUP , ,�, heater and storage tank have controls E]Does Not I 11 . I � 'I that limit operation from startup to �ONot Observable I _I� ; - 5 minutes after end of heating I - I I : cycle. FlNot Applicable I ' C404 ',--,,, Pumps that circulate water between a DComplies I Exception: Requirement does not apply. ,��, , T,#L7];6.3,, ,'heater and storage tank have controls IlDoes Not I � � � I - � I I I that limit operation from startup to � 11 � . . FINot Observable: ": � <= 5 minutes after end of heating I '[]Not Applicable - -1 cycle. ; , , � I I "I I 11 - I r 1 104,6.�':,.J Pumps that circulate water between a ElComplies Exception: Requirement does not apply. 1 - � I L7]3 �', �11 heater and storage tank have controls DDoes Not i � - I � !that limit operation from startup to � LJ.UL uub�f vdble i , - I <= 5 minutes after end of heating r I I [INot Applicable � � - I � "cycle. ' , 4003 �,'Pumr:is that circulate water between a ElComplies � Exception: Requirement does not apply. l00181 `_ I heater and storage tank have controls ]EIDoes Not 4 I . I �that limit operation from startup to � .[]Not Observable' _�: <= 5 minutes after end - " � of heating --: I �� I [INot Applicable : , '' , � , cycle. . '_ 41 I,D404.6A;��.'� Pumps that circulate water between a tkomplies � Exception: Requirement does not apply. PL71 3 � -,'heater and storage tank have controls ElDoes Not - I , �that limit operation from startup to . I 1, : -'<= �C]Not Observable i � 11 �,,� 5 minutes after end of heating I" EINot Applicable I "�' " 1, k ,-, I 11 . " -41 cycle. I I ; � , i C404.6.� �_� Pumps that circulate water between a ioComplies 1 Exception. Requirement does not apply, (PL7)3 � _14� heater and storage tank have controls tll)oes Not � � I I � I that limit operation from startup to I � []Not Observable � I I I <= 5 minutes after end of heating I � � ,:!cycle, DNot Applicable � I � L � : C404�6.3, I Pumps that circulate water between a 1korriplies Exception. Requirement does not apply. . IPI_711 -heater and storage tank have controls IDDoes Not I I I I : . � "I I -1that limit operation from startup to IDNot Observable! I � I 1 � ' � <= 5 minutes after end of heating � L Applicable r .,� cycle. .[]Not : � C404.7 r Water distribution system that pumps ElComplies Exception: Requirement does not apply- [PL8]3 , � water from a heated -water supply .ElDoes Not I � � k " pipe back to the heated -water source I I e I I I " I � � I DNot Observable 1� 11 � , ,through a cold -water supply pipe Is a , .,� demand recirculation water system. 0Not Applicable I 1 7 Pumps within this system have I � � controls that start the pump upon � I I -1 � 11, -;, I receiving a signal from the action of a ' � ; I 'I " I A user of a fixture or appliance and I , � I , , I limits the temperature of the water : I � entering the cold -water piping to � . - . : !104*F. I i I ,C404�7 , �: Water distribution system that pumps ElComplies I Exception: Requirement does not apply. , [PIL811 �'water from a heated -water supply 0Does Not � I -� pipe back to the heated -water source , I I "through a cold-wate E]Not Observable � r supply pipe is a I , 'demand recirculation water syste I []Not Applicable � � ��, m. � I I , ' � � �, L I . , �,�,:�,� Pumps within this system have i ,,,, I %', 1 y controls that start the pump upon I � ,� ! I I- - � receiving a signal from the action of a � I � user of a fixture or appliance and � I I � I limits the temperature of the water � i ' , I- � , I ! '� I , , � ,entering the cold -water piping to ! � . I �! 1047. I I I I 1 1 High Impact (Tier 1) ,��,.]Mecliurn impact (Tier 2) 3. Low Impact (Tier 3) Project Title: 118537 ZEPHYR STORAGE Report date: 12/18/18 Data filename: P:\118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck Page 6 of 18 - I I I High Impact (Tier 1) J',`t.'T-,Medium Impact (Tier 2) [ 3] Low impact (Tier__3_)_7 Project Title: 118537 ZEPHYR STORAGE Report date; 12118/18 Project Title: 118537 ZEPHYR STORAGE Report date: 12/18/18 Datafilename: P;\118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck Page 11 of 18 1 Datafilename: PA11BU18537 Zephyr Commons SS Zephyrhills FU118537 COMCHECK.cck Page 12 of 18 �_Pc*jotrj, � 1, ,_� I �' - -�, '408.2.5. � Final commissioning report due to : ElComplies . I building owner within 90 days of I Does Not F130]1 receipt of certificate of occupancy. I 0 Not Observable : �,ONot Applicable , Additional Comments/Assumptions: I I I High Impact (Tier 1) - I Medium Impact (Tier 2) 3 Low Impact (Tier 3) .. Project Title: 118537 ZEPHYR STORAGE Report clate� 12/18/18 Data filename: PA118\118537 Zephyr Commons SS Zephyrhills FU118537 COMCHECK.cck Page 17 of 18 Project Title: 118537 ZEPHYR STORAGE Report date: 12/18/18 Data filename: PA118\118537 Zephyr Commons SS Zephyrhills FLU18537 COMCHECK.cck Page 18 of 18 �,%J%111111111111,,," ,",",�k P KEN, �,,!,, "' " � - / "Q VIGENSZ- ,�;p -,,, ,_1 :� �� * No. 70199 -:,� * S Z = = = = - = Z E I � ,� I I " � �z 'I-,", FLORIO' "871' AL \\ 111111111111 11%1%1,\ ` 1% wm% is Im"'11.1i-i-il "' , � �,:�� ,� " , " -, 4 Z _2_'�10_10___�, "m �-��",,-d,---lll-1 (4 0=1011,01101_'� PROFICIENT E N G 1 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404,330.9798 PROJECT# 11 8537 FL COA #28783 W UJ uJ I-- O� U 7) Cp ry M D U-1 (_9 LU UJ 0 LU u- V) I --- C) Z _J Of Z < 11-1 LLJ 0 __J < Z 0 (-) 0 _J >_ a- U_ LU LLJ c/) _J Lli Lli Cf) a: < M [if < Lu Z < , �]_- I- LU 0 LL U 1-- (D 0 0 (/) - =: M < Cn U oe Z 0 E . = 1--- < D LLI < C) I --- Z i__ - � Z O� LLJ 0 __ 0� < n EL C� 7, Z :::) 0 3: - 0 - Li 0 C� - < 0 6;5 Z ::) C/) 1-- LL cr Z I-_ = C/) , I— - 0 2� Z Lli t 0 0 l'- LL - �L_Ll F_ < Lu I-- 0 1-- o LU En Z 0 U5 Q�a_uouc� 011--i M<Z C� 0 LU a LLJ LU U Z LL_ _J 0 (_) CL 0 (D ff- 1-- a- 1-- O LL1 CL - LU - < - FL < E 0 = = [L LLJ LU < u_j = 3: LU Lli U Of U LU 1--_ Z E LIJ U �- < I-- = D� LIJ [If a, l___ < Z - Lu I L/) �� Of 0 L_ ___ I (1) bf) so M ;-.4 0 *J C/� �_4 4_-� 4.4 r—iiii U I=$ CIS 4r\ U� (1) 0 ,q rA . r-4 1=11 1�t rtl �_4 �� 0 0 ,-,C� E P-4 " E (U N 0 �� V ;_4 __� C U P-4 �>, ;-.4 _+__� 0 r-m� U 4� $:)-� a) N � ; 1: 61 W W Z NJ 111111 Z 9 NJ 11 , Q W N " . W in � I k I �11 I -1 _� I, a �_ W, I I I U ,I, W 1 P t t N I 1� A � 1 6 ,I 114A- (5) _Z�,—.11 11 11 ISSUE: FOR CONSTRUCTION I I REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER M004 GENERAL NOTE5 A. EACH 5UPPLY DIFFU5ER/REGI5TER RUNOUT 5HALL BE PROVIDED WITH A VOLUP REFER TO THE DIFFU5ER TAKE -Off DETAIL FOR ADDITIONAL INFORMATION. B. DRAWING5 ARE DIAGRAMMATIC ONLY, FINAL ROUTING OF DUCTWORK AND EQI LOCATION5 5HALL BE DETERMINED IN THE FIELD. ADDITIONAL OFF5ET5, ELBOY 5HALL BE PROVIDED AND IN5TALLED WITHOUT ADDITIONAL C05T TO THE OWN C. COORDINATE LOUVER LOCATION5 WITH ARCHITECTURAL ELEVATION5. D. 5TORAGE FCU5 5HALL BE HELD A5 HIGH A5 P0551BLL BOTTOM OF DUCT 51-1� MINIMUM V-4' ABOVE FIN15HED FLOORL KEYNOTE5 LINED RETURN AIR PLENUM FULL 51ZE OF UNIT CONNECTION. COVER OPEN Eh ME5H 5CREEN. CONDEN5ATE RJ5EK 1. REFER TO CONDEN5ATE R15ER I DETAIL ON 5HEET MC CONDEN5ATE R15ER 2. REFER To CONDEN5ATE Rom 2 DETAIL ON 5HEET MC CONDEN5ATE RZER 3. REFER TO CONDEN5ATE R15ER 3 DETAIL ON 5HEET MC DUCT DOWN FROM FLOOR ABOVE. PROVIDE FIRE DAMPM AT SLA13 FENETRAI PHASE 11 PHASE 11 COP,RIDOR EXTENS101 r I N E M41pr]-hip FIRST FLOOR PLAN - BLDG A M1 P fl 0/1--m-5 D (/71-11-1- 7-1- 1) VIC No. 0199 E ORIDN YONAL 0111111,1111115 PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT# 118537 FL COA #28783 w JwDow [If cif L 0 D Uj Ui 0 Uj �m 0 —J Re z U < < L' �] Qpf --j w i L'i LL < Cn of w < T LU (-) = 0 LL (D 0 L I-- � 1< 0 - Fz) z ) 0 cj� j < 0 - 0 C� Z Z 0 0 0� LU C) < 0z Iz- 0 < z 0 L 0 V)U-Zii2::Lmu�-000 ry 0!e C)f < <Uj�—CF-- 0 of a- y q y n n L 0 0 w cr w Uj U z U- -J C:� U 0 0 w of m I-- Q� z < E < Q� LU U (/) a- Uj < — < of w w U a- W Uj < uj U Uj 1< w U < Uj Q� 0� w = LI) ly— < M < a- F15 -0 0 5- F- 0 E (1) 71 (73 spl C) U W 0 a % U Q NJ IA 1A ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUNMER 201812 DATE 4-3-19 SHEET NUMBER M SCALE: 1/8"=l'-O" A A. EACH SUPPLY D1FrU5EKWGI5TEK RUNOUT SMALL BE PROVIDED WITH A VOLUME DAMPM REFER TO THE DIFFUSER TAKE -Off DETAIL FOR ADDITIONAL INFORMATION. B. DRAWINGS ARE DIAGRAMMATIC ONLY. FINAL ROUTING Of DUCTWORK AND EQUIPMENT LOCATIONS SHALL BE DETERMINED IN THE FIELD. ADDITIONAL OFFSETS. ELBOWS. ETC. SHALL BE PROVIDED AND INSTALLED WITHOUT ADDITIONAL C05T TO THE OWNER. C. COORDINATE LOUVER, LOCATIONS WITH ARCHITECTURAL ELEVATIONS. D. STORAGE FCU5 SHALL BE HEW AS HIGH AS M554BLE. B01TOM OF DUCT SHALL BE MINIMUM &-4N ABOVE FINISHED FLOOR. LINED RETURN AIR PLENUM FULL SIZE OF UNIT CONNECTION. COVER OPEN END NTH WIRE MESH SCREEN. CONDENSATE RISER 1. REFER. TO CONDENSATE R15ER I DETAIL ON 5HEET MO.3. CONDENSATE R15ER 2. REFER, TO CONDENSATE RZER 2 DETAIL ON SHEET MO.3. CONDENSATE RZER 3. REFER, TO CONDENSATE RJ5ER. 3 DETAIL ON SHEET MO.3. DUCT DOWN TO FLOOR BELOW. rMl I — —0 — — G e z SECOND FLOOR PLAN BLDG A 9) �' �-2 �SCALE�--1/�8"=V�—O" 0 :03MON, I "I 0 *w :3340-3 D IDD30pa" PIN I D KE&W 4� Q CEW No. 70199 w $E 10RIDN L .111110 PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404,330.9798 PROJECT# 118537 FL COA #28783 L w =:, 0 FY L' LL' 0� (D LU w 0 LLJ LL- �LLJ 0 V) z -<j 0, < i < -ij < wM n� < Lij < L=L1 V) LU LL- U '0- 00 TO: t<- 0� z Ly 0 < q a- Q�Lu 0 LU in < 0 z =0) w ZO Iz-- ctf ' 0 Z z 10- 0 0 �- t: 0 L- 0 < 0 0 U) SO 10- LL- Z L(fj) �- z 00— UZ[--ZW ml-- 0 -'2' Lij =5 z -- U w w a- cy Z W = I Ir LLI U -w U 0 w W�- < Of 0 LL- -j Z< Qowo�WLU ZLL-jQUM00 LLJ Q� F-- q- ty z < E < 11 1 Cy- LLj u z a- i� LE — < _ IL < 12 Cl) 0� = [L LU LU < Uj Li-i Lij U U LIJ �-- F-- z E LIJ U < 7- = Q� LLJ Q� of < z 2:: LI) of �- �- < co < a- &5 C� 0 F- 0 C5 a) bj) ct U rc� IA Nil ft 1A ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER M 1, 02 LEGEND COLD WATER PIPE HOT WATER PIPE --- HOT WATER RETURN PIPE fW FILTERED WATER PIPE ff FIRE SPRINKLER PIPE G NATURAL GAS PIPE 5 SANITARY PIPE GW GREASE WASTE PIPE Ow OIL WASTE PIPE EST EMERGENCY STORM FIFE ST STORM FIFE — — — — — — — — VENT PIPE 0— G PIFF UP / PIPE DOWN T PIPE TEE FROM TOP / TEE FROM 130TTOM PIPE CAP / PIPE CONTINUATION DIRECTIONAL FLOW ARROW BALL VALVE / CHECK VALVE MIXING VALVE/ PRESSURE REDUCING VALVE DACKFLOW PREVENTER ASSEMBLY WALL HYDRANT / HO5E BIBB FLOOR DRAIN / FLOOR SINK WATER HAMMER ARRESTOR b__ GAS COCK/ GAS SOLENOID VALVE cc P-TRAP @C HU15 DRAIN TRAP PRIMER f LOOP, CLEANOUT / GRADE CLfANOUT 0 VENT THROUGH ROOF PIPE CLEANOUT / WALL CLEANOUT CONNECTION TO EXISTING ABBREVIATION5 AAV AIR ADMITTANCE VALVE HWR HOT WATER RETURN A/C A13OVE CEILING IM15 ICE MACHINE 15OX AVf ABOVE f LOOP, IE INVERT ELEVATION Aff, AfG AE30VE FINISHED fLOOR/GRADE L, LAV LAVATORY B/f BELOW f LOOP, M15H 1000 BTU/Hp1 BfP DACKF LOW PREVENTER M5 MOP SINK B/G 13ELOW GRADE MV MIXING VALVE CD CONDENSATE DRAIN O/H OVERHEAD CONT CONTINUATION G NATURAL GAS CW COLD WATER FKV PRESSURE REDUCING VALVE DN DOWN PIP RECIRCULATION PUMP ET EXPAN51ON TANK 5, SAN SANITARY EWC ELECTRIC WATER COOLER 5H SHOWER ex. EXISTING SK SINK FCC) f LOOK CLEANOUT TF TRAP PRIMER I'D FLOOR DRAIN TYF TYPICAL f HD fREEZEpplooff H05E BIBB U R URINAL f5 FLOOR SINK V VENT fWH fREEZEPROOf WALL HYDRANT VT R VENT THROUGH ROOF GCO GRADE CLEANOUT WC WATER CL05ET GI GREASE INTERCEPTOR W.C. WATER COLUMN HB H05E BIBB WCO WALL CLEANOUT MD HUB DRAIN WhA WATER HAMMER ARRESTER hW HOT WATER WM13 WASHING MACHINE 15OX SPECIFICATION5 GENERAL ALL WORK SMALL COMPLY WITH ALL STATE, CITY AND LOCAL CODES, RUI FS AND REGULATIONS. CONTRACTOR SMALL SECURE ALL REQUIRED FERMITS AND INSPECTIONS ASSOCIATE D WITH THIS WORK, AND SHALL PAY ALL COSTS AND FEES INVOLVED. ALL WORK SHALL BE IN5TAI I ED IN ACCORDANCE WITH THE BEST RECOGNIZED FRAMCE IN THE f IELD CONCERNED. MANUFACTURED ITEMS SHALL 13E INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PRINTED DIRECTIONS, SPECIFICATIONS AND RECOMMENDATIONS, CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS AND SHALL BE FAMILIAR WITH THE SCOPE AND REQUIREMENTS Of TH15 PROJECT. ANY D15CREPANCIES OR LACK Of CLARITY IN THE DOCUMENTS SHALL 13E IDENTIFIED TO THE ARCHITECT OR ENGINEER FRIORTO THE SUBMISSION OF PRICING BIDS. WITH ASUBMITTED BID, CONTRACTOR 15 ACCEPTING THESE DOCUMENTS AS SUFFICIENT DEFINITION Off THE SCOPE OF WORK, AND ANY ADDITIONAL C05TS BASED ON UNCLARITY Of CONTRACT DOCUMENTS WILL NOT BE CON5IDff RED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOCATIONS FOR EQUIPMENT INSTALLATION PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS. ALL EQUIPMENT AND DEVICES SHALL 13E INSTALLED SUCH THAT THEY ARE EASILY ACCESSIBLE AND 5ERVICABI F. THIS EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO: PLUMBING FIXTURES, WATER HEATERS, EXPANSION TANKS, PUMPS, 5ACKfLOW PREVENTER5, VALVES, MIXING VALVES, THERMOMETERS, GAUGES, TW PRIMERS AND CLEANOUT5, THE CONTRACTOR 15 RESPONSIBLE fOK REVIEWING THE FULL SET Of CONSTRUCTION DOCUMENTS, INCLUDING ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL * ff LECTRICAL DRAWINGS (AS APPLICABLE) TO ff NSURE ALL FLUM15ING WORK 15 COORDINATED WITH PHYSICAL CONDITIONS AND ALL OTHER TRADES. THE CONTRACTOR 15 RESPONSIBLE FOR REVIEWING THE ARCHITECTURAL DRAWINGS TO ENSURE TMERE 15 ADEQUATE WALL THICKNESS SUCH THAT ALL PIPING, f IXTURE CARRIERS, WALL CLEANOUTS, WALL BOXES, WALL HYDRANTS AND ACCESS PANELS WILL FIT IN THE WALL SPACE. CONTRACTOR SHALL NOTIFY THE ARCHITECT If WALL SFACE 15 INADEQUATE PRIOR TO COMMENCING WORK. THE CONTRACTOR SMALL OBTAIN EXACT WALL, f IXTURE, AND LAYOUT DIMEN51ONS ff ROM THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR 15 RESPONSIBLE FOR 05TAINING ROUGII-IN AND INSTALLATION DRAWINGS FOR ALL PLUME31NG FIXTURES, KITCHEN EQUIPMENT AND OWNER FURNISHED EQUIPMENT (AS APPLICABLE), AND SHALL COORDINATE THE FLUME31NG INSTALLATION PRIOR TO COMMENCING THE WORK. TME CONTRACTOR 15 RESPONSIBLE FOR PROVIDING AND INSTALLING ALL NECESSARY VALVES, CONNECTIONS, TRAPS, ACCE55 PANE L5, UNIONS, ESCUTCHEONS, WATER HAMMER ARRESTORS, VACUUM BREAKERS, RELIEF VALVES, PIPE INSULATION, AND EQUIPMENT SPECIALTY DEVICES AS REQUIRED TO FACILITATE COMPLETE AND OPERATIONAL CONDITIONS WHICH ARf IN STRICT COMPLIANCE WITH THE MANUFACTUREK5 INSTALLATION INSTRUCTIONS. THESE DRAWI NG5 ARE DIAGRAM MATIC AND DO NOT REf LECT ALL FOSS I BLE PHY51CAL CON DITION5. REfERT0 ARCHITECTURAL DRAWINGS FOP, ALL DIMENSIONS AND EXACT LOCATIONS OF EQUIPMENT AND f IXTURE5. PROVIDE NECESSARY PIPING Offf5ET5 TO COORDINATE WITH THE 13UILDING STRUCTURE, WORK Of OTHER TRADES, AND CONNECTION TO 51TE UTILITIES (AS APPLICABLE). COORDINATE THE ELECTRICAL REQUIREMENTS AND CHARACTERISTICS Of ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL CONTRACTOR PRIOR TO ISSUING SUBMITTALS OR PURCHASING EQUIPMENT. UNLESS NOTE[) OTHERWISE, ALL DRAINAGE PIPING SHALL BE SLOPED AT A MINIMUM Of Y8" PER FOOT. 2" SANITARY PIPING AND ALL GREASE WA5TE PIPING SHALL BE 5LOPED ATY4" PEP, FOOT. DOMESTIC WATER PIPING SHALL BE PURGED Of DELETE RIOU5 MATTER AND DISINFECTED PRIOR TO UTILIZATION. PIPING TO 13E FLUSHED AND STERILIZED IN ACCORDANCE WITH IPC G 10. 1 AND ALL APPLICA13LE LOCAL AND STATE HEALTH DEPARTMENT STANDARDS. ALL DOMESTIC WATER PIPING SUBJECT TO FREEZING SHALL BE INSULATED AND PROVIDED WITH HEAT TRACE. CONDENSATE PIPING SUBJECT TO f REEZING WITHIN WALK-IN f REEZER5 SHALL BE INSULATED AND PROVIDED WITH HEAT TRACE. PIPING INSTALLED IN EXTERIOR WALLS SHALL BE WRAPPED IN PIPE INSULATION AND 13E LOCATED ON THE INTERIOR SIDE Of THE BUILDING INSULATION. FIFE PENETRATIONS THROUGH FIRE RATED WALLS OR FLOORS SMALL HAVE EQUIVALENTLY RATED SLEEVES AND SHALL 13E SEALED AND FIRE CAULKED WITH A U.L. L15TED FIRE STOPPING SYSTEM INSTALLED IN ACCORDANCE WITH THE MANUfACTUREK5 L15TED DETAILS AND SPECIFICATIONS. THE CONTRACTOR 15 RESPON5115LE FOR COORDINATING WITH THE REQUIREMENTS Of THE COUNTY HEALTH DEPARTMENT AND OTHER LOCAL AUTHORITIES HAVING JURISDICTION REGARDING CROSS CONNECTION CONTROL OR OBTAINING A FOOD SERVICE PERMIT (AS APPLICABLE). PIEPORT ANY OE35ERVED DISCREPANCIES TO THE ARCHITECT OR ENGINEER PRIOR TO COMMENCING WITH THE WORK. CONTRACTOR SHALL CONFIRM PLUMBING FIXTURE FINISHES WITH THE ARCHITECTURAL SCHEDULES * DETAILS (AS APPLICABLE). SUBMITTALS ffUP,NISHSHOFDP,AWINGSfOP,MANUffACTUPfDPRODUCT5. ALL ITEMS SHALL BE CLEARLY MARKED TO MATCH EQUIPMENT MARKS ON THE FLUME31NG DRAWINGS. ALL OPTIONS MUST BE CLEARLY MARKED ON THE SUBMITTAL SHEET. A MODEL NUMBER L15TING ON A COVER SHEET 15 NOT AN ACCEPTABLE SUBSTITUTE FOP, MARKING THE ACTUAL SUBMITTAL SHEET. ELECTRICAL DATA FOR POWERED EQUIPMENT MUST BE INDICATED ON THE SUBMITTAL SHEET FOR THAT ITEM. ALL ITEMS MUST BE SUBMITTED IN ONE PACKAGE AT THE SAME TIME, IN ELECTRONIC FDf FORMAT. SEPARATE SUBMITTALS FOR FIXTURES AND EQUIPMENT 15 NOT ACCEPTABLE. SUBMITTAL REVIEW 15 CON51DERED A GENERAL ACCEPTANCE Of THE BASIC AFFLICABILFFY Of THE EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND/OR ALTERNATE ARRANGEMENT Of THE EQUIPMENT WITHIN A GIVEN SPACE. WHEN SUE35TITUTED EQUIPMENT 15 IN5TALLED, CONTRACTOR SHALL BE FESFON5113LE f OR ANY COORDINATION OR ADDITIONAL COST BROUGHT ON BY THE USE Of TH15 EQUIPMENT. HANGERS AND 5UFFOKT5 HANGERS SHALL BE COMPLETE WITH RODS AND SUPPORTS PROPORTIONED TO THE SIZE Of PIPE TO BE SUPPORTED, IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SIZE HANGERS ffOR INSULATED PIPING TO 13EAR ON OUT51DE Of INSULATION. PROVIDE INSULATION PROTECTORS AT MANGERS 5EAKING ON THE OUT51DE Of INSULATION. PROVIDE A RIGID INSERT OR RIGID INSULATION AT EACH INSULATION PROTECTOR. WHERE SEVERAL FIFES 2/2"AND SMALLER RUN PARALI FL AND IN THE SAME PLANE, THEY MAY 13E SUPPORTED ON GANG OR MULTIFLE HANGERS. LARGER PIPING SHALL BE INDEPENDENTLY HUNG, RUN PARALLEL AND BE EQUALLY SPACED. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH IFC SECTION 30,5, AND SPACING OF MANGERS SHALL NOT EXCEED THE LIMITS SET FORTH IN TABLE 308.5. PIPES SHALL BE SUPPORTED WITHIN 1'-0" Of EACH ELBOW. VERTICAL PIPE SUBJECT TO MOVEMENT SHALL 13E SUPPORTED FROM THE WALL BY MEANS OF: A PIPE CLAMP. SUPPORT DOMESTIC WATER PIPING IN SPACES 13EHIND PLUMBING fWUKE5 BY BRACKETS AND U-13OLT5 SECURED TO WASTE AND VENT STACKS. 51ZE U-50LT5 TO BEAR ON THE FIFING. AFTER MANGE K RODS ARE INSTALLED IN f IN15MED CONCRET E CEILING, FILL THE REMAINING OPENING WITH CEMENT 50 THAT NO HOLE SHOWS AT THE CEILING. WHERE COFFER PIPING 15 USED, NONFERROUS METAL 5UPPORT(S) OR PROPER 150LATION BETWEEN DISSIMILAR MATERIALS SHALL BE FKOVIDED. PIPE HANGERS AND SUPPORTS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH RECOMMENDATIONS SET FORTH IN MANUFACTUREI;��5 STAN DARE) IZATI ON 50CIETY STANDARD PRACTICES NO. 5P-G9 AND 5P-55. SLEEVES SLEEVES SMALL 15E PROVIDED WHERE PIPES PA55 THROUGH WALLS, FLOORS AND ROOFS. PROVIDE STANDARD WEIGHT STEEL SLEEVES IN CONCRETE AND MASONRY CONSTRUCTION, PROVIDE 2GGA GALVANIZED SHEET METAL SLEEVES IN INTERIOR DRYWALL CONSTRUCTION. SLEEVES SHALL BE THE FULL THICKNE55 Of WALLS AND SHALL ALLOW FOR THE FULL THICKNESS Of PIPE INSULATION, WHERE APPLICABLE. SLEEVES MAY BE OMITTED WHEN OPENINGS ARE CORE DRILLED FOR CONCEALED VERTICAL AND HORIZONTAL PIPING. SLEEVES ARE NOT REQUIRED AT INDIVIDUAL FLUM13ING f IXTURE5 ORIN CONCRETE f LOOP, SLABS ON GRADE, UNLESS OTHERWISE NOTED. SLEEVES FOR ALL PIPING PENETRATING ff (RE RATED WALLS AND f LOOKS SHALL BE PROVIDED WITH 3M PIPE BARRIER NO. CF-25 FIRE PROOFING CAULKING, OR EQUAL, IN ANNULAR SPACE BETWEEN SLEEVE AND PIPING. CONTRACTOR SHALL VERIFY THE RATING Off THE WALL AND CONf IRM THE PENETRATION PROTECTION PROVIDED MEETS THAT RATING. PENETRATIONS THROUGH OUT51DE WALLS SMALL BE WATERTIGHT. CAULK BETWEEN PLUM13ING FIFE AND 5LEEVE PACK WITH FIBERGLASS AND CAULK, I " DEEP AT EACH FACE WITH NON-MARDENING SEALANT BETWEEN PIPE AND SLEEVE 5PECIFICATIONS WASTE AND VENT PIPING SYSTEMS AND ACCESSORIES SANITARY PIPING SMALL 15E PVC SCHEDULE 40 SOLID WALL PIPE AND DWV ffFFTING SYSTEM. FIFE AND f ITTING5 SMALL BE MANUFACTURED FROM FVC COMPOUND WITH A CELL CLA55 Of 12454 FER A5TM D- 1784 AND CONFORM WITH NATIONAL SANITATION FOUNDATION (NSf) STANDARD 14. PIPE SHALL BE IRON PIPE SIZE (IFS) CONFORMING TO ASTIVI D- 1765 AND A5TM D-2GG5. INJECTION MOLDED FITTINGS SHALL CONFORM TO ASTM D-2GG5. FABRICATED FITTINGS SHALL CONFORM TO ASTM ff- 1(5GG. SOLVENT CEMENTS SMALL CONFORM TO A5TM D-25G4, PRIMER SHALL CONFORM TO A5TM ff-G5G. 13URIED PIPE SHALL CONFORM TO A5TM D-232 1. WASTE AND VENT FIFING SMALL BE TESTED IN ACCORDANCE WITH THE GOVERNING CODES. AT A MINIMUM, WASTE PIPING SHALL BE TESTED WITH AT LEAST 10 FOOT Of WATER HEAD PRESSURE APPLIED. TESTING WITH AIR 15 NOT ALLOWED. ALL VENTS THROUGH ROOF SHALL 13E LOCATED AT LEAST 10'-0" AWAY FROM ANY AIR INTAKE, EVAPORATIVE COOLER, OR ANY OTHER DEVICE THAT WOULD DRAW AIR FROM THE VENT. FLASH AROUND ALL PIPES PENETRATING THROUGH ROOF WITH STANDARD MANUFACTURED I'LASHINGS, FLASHING SHALL 13E SHEET METAL WITH RUBBER GASKETS AND SHALL EXTEND INTO ROOFING AND UP PIPE D15TANCES IN ACCORDANCE WITH THE LOCAL CODE. NO DOU13LE COM15INATION FITTINGS MAY BE UTILIZED IN THE HORIZONTAL. WHERE TWO HORIZONTAL PIPES (BACK-TO-BACK WATER CLO5ET5 OR TWO SANITARY BRANCHES) COME31NE IN THE VERTICAL, A DOUBLE COMBINATION WYE EIGHTH 15END f1TTING5MALLBE INSTALLED. DOUBLESANITARYTEE OR SANITARY CROSS 15 NOT ACCEPTABLE. WHERE DRAWINGS REQUIRE CONNECTION TO EX15TING SANITARY SEWER PIPING IN BUILDING, IT 15 THE CONTRACTORS RE5PONSIBILITY TO FIELD DETERMINE EXACT LOCATION, DEPTH AND DIRECTION Of f LOW PRIOR TO COMMENCING WORK. PROVIDE SCOPING Of BELOW FLOOR FIP[NG AS NECESSARY TO GATHER THIS INFORMATION. CONTRACTOR SHALL ALERT ENGINEER If THERE 15 A POTENTIAL 155UE MAINTAINING PROPER SLOPE IN CONNECTING TO EXISTING, OR If THERE 15 A MORE DIRECT CONNECTION POSSIBLE. DOMESTIC WATER SYSTEMS AND ACCE55ORIE5 WATER PIPING A50VE 5LA5: TYFEU HARD DRAWN COPPER TUBING, A5TM E388, WROUGHT SOLDER JOINTS, AN51 131 G.22. WATER PIPING 15ELOW 5LA13: TYPE'K SOFT DRAWN COPPER TUBING, WITH NO JOINTS 13ELOW SLAB, A5TM 13,55. ALL DOMESTIC HOT WATER PIPING SHALL HAVE A MINIMUM PRESSURE RATING OF I OOPSI AT 1(50'f. DOMESTIC WATER PIPING SHALL BE TESTED IN ACCORDANCE WITH ALL GOVERNING CODES. PIPING SHALL BE PURGED Off DELETERIOUS MATTER AND DISINFECTED PRIOR TO UTILIZATION. PIPING TO BE FLUSHED AND STERILIZED IN ACCORDANCE WITH IPC G 10. 1 AND ALL APFLICA15LE LOCAL AND STATE HEALTH DEFAKTMENT STANDARDS. BALL VALVES SHALL BE TWO-PIECE BRONZE BODY, LARGE POKT WITH SOLID, SMOOTH E30RE CHROME PLATED 13RA55 BALL. SEATS SHALL BE REINFORCED TFE WITH TEFLON PACKING RING AND THREADED ADJUSTA15LE PACKING NUT. PROVIDE STEM EXTENSION AS NEEDED TO PROVIDE HANDLE ON OUTSIDE OF PIPE INSULATION. VALVES SHALL BE APOLLO 70 OR EQUAL. I3ACKffLOW PREVENTERS SHALL BE INSTALLED IN ACCESSIBI F LOCATIONS FOR EASE OF TESTING AND SERVICING. FOR 13ACKFLOW FREVENTER5 WITH VENT CONNECTIONS, ROUTE VENT LINE TO NEAREST DRAIN AND D15CHARGE WITH AIR GAP. BACKFLOW FREVENTER5 SHALL 15E TESTED IN ACCORDANCE WITH IPC 312.10.2. CONTRACTOR SMALL PROVIDE CERTIf ICATION5 THAT STATE DEVICES HAVE BEEN TESTED AND APPROVED. THERMOMETERS SHALL 13E 5" ADJUSTABLE ANGLE, 30'-1(50-f RANGE (TRERICE 5X9 OR EQUAL), PRESSURE GAUGES SHALL BE 42" DIAL SIZE, 0- 1 GOF51 (TRERICE GOOCI5 OR EQUAL). CONTRACTOR SHALL FIELD VERIFY INCOMING DOMESTIC WATER FRE55URE. WHERE PRfSSURE EXCEEDS (50FSI, PROVIDE PRESSURE REGULATING VALVE (WATTS Lf223) AND UPSTREAM STRAINER (WATTS LSf777). CONTRACTOR SHALL FIELD COORDINATE LOCATION Off ACCESSIBLE ISOLATION VALVES ON DOMESTIC HOT COLE) WATER SUPPLIES TO FIXTURES OR GROUPS Of FIXTURES SUCH THAT THEY MAY BE SHUT OFF FOP, SERVICING. SERVICE AND H05E BIBB VALVES SHALL 15E IDENTIFIED. ALL OTHER VALVES INSTALLED IN LOCATIONS THAT ARE NOT ADJACENT TO THE FIXTURE(5) SHALL BE IDENTIFIED, INDICATING THE fIXTURE(S) SERVED. INSULATION INSULATE ALL DOMESTIC HOT WATER AND HOT WATER RECIRCULATION PIPING IN ACCORDANCE WITH IECC TABLE C403.2. 10. PIPE UP TO IY4": I " THICK INSULATION. FIFE IY2" OR LARGER: IY2" THICK INSULATION INSULATE ALL HORIZONTAL COLD WATER PIPING LOCATED A13OVE CEILING, VERTICAL FIFING LOCATED IN AN EXTERIOR WALL, EXPOSED FIFING (I.E. MECH ROOMS). PIPE UP TO I 'V2" THICK. PIPING 1,V4" AND OVER: I " THICK INSULATION. INSULATION MAY BE OMITTED FOR HORIZONTAL CPVC PIPING LESS THAN IY211. INSULATION SHALL HAVE A K-FACTOR (AVERAGE THERMAL CONDUCTIVITY) NOT TO EXCEED 0.27 BTU-IN/MK x 5QFT x 'f. NATURAL GAS SYSTEMS AND ACCESSORIES IT 15 THE CONTRACTORS RESPONSIBILITY TO CONTACT THE LOCAL GAS UTILITY PROVIDER TO CONf IRM THE AVAILA131LITY Of THE INDICATED DESIGN DELIVERY PRESSURE PRIOR TO COMMENCING WORK. ALL GAS PIPING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE INTERNATIONAL FUEL GAS CODE AND NfPA 54. GAS PIPING SHALL 13E 5CMEDUI F 40 BLACK STEEL (A5TM A53/A53M). FITTINGS SMALL BE A5ME BI G.3 MALI FABLE IRON OR ASTM A234/A234M WROUGHT STEEL WELDING TYPE. JOINTS SMALL 13E THREADED OR WELDED TO A5ME E33 1. 1. ALL GAS FIRED APPLIANCES APE PROVIDED WITH A GAS PRESSURE Of 7"W.C. AT FINAL EQUIPMENT CONNECTION. If 7"W.C. EXCEEDS EQUIFIVENT'S SPECIFIC INLET PRESSURE REQUIREMENT, CONTRACTOR SMALL PROVIDE APPROPRIATE PRESSURE REGULATING VALVE. GAS PIPING ON ROOF SURFACES SHALL 13E EI EVATED NO LE55 THAN 4V2" INCHES AE30VE ROOF 5UKffACf- AND SMALL BE CLAMPED TO RUBBER CHANNEL SUPPORTS (MiffAb C 10 SERIES OR EQUAL). PROVIDE SUPPORT AT EVERY ELBOW. TME MAXIMUM SPACING Of SUPPORTS SHALL BE: /2" PIFE: 51-011, Y411 TO 11411 PIPING: GI-011, 1/211 AND LARGER: 12'-0". VERTICAL PIPING SHALL BE SUPPORTED AT BASE, TOP AND AT I O'INTERVAL5 (MINIMUM). ALL EXTERIOR GAS PIPING SHALL 13E PRIMED AND PAINTED 0.5.H.A. YELLOW ON ROOF OR PAINTED TO MATCH 13UILDING'5 EXTERIOR WALLS WMff RE VISIBLE, EXPOSED GAS PIPING SHALL BE IDENTIFIED BY A YELLOW LABEL MARKED'GAS'IN BLACK LETTERS. ALLPIPING GREATER THAN 7W.C. SERVICE PRESSURE SHALL BE IDENTIFIED BY A YELLOW LABEL WITH BLACK LETTERS INDICATING THE PIPING SYSTEM PRESSURE. THE SYSTEM SHALL 13E MARKED AT THE BEGINNING, ALL ENDS AND AT INTERVALS NOT EXCEEDING 5 FEET ALONG ITS EXF05fD LENGTH. 13ALL VALVES: TI-IREE PIECE BODY, FULL FORT, CHROME PLATED BALL, BLOWOUT PROOF STEM, TfE SEATS, UL L15TED FOR FLAMMABLE LIQUIDS, GOO PSI WOG, THREADED ENDS. PRESSURE REGULATOK VALVE: SINGLE STAGE AND SUITABLE fOK NATURAL GAS, STEEL JACKET AND CORROSION RESISTANT COMPONENTS, THREADED FOR REGULATORS NP5 2 AND SMALLER. PROVIDE 5HUTOFF VALVE IMMEDIATELY AHEAD Of REGULATOR, AND INSTALL TEST FORTS ON EITHER 51DE REGULATOR, WITH UPSTREAM TEST FORT DOWNSTREAM Of SHUTOff VALVE. REGULATORS SHALL BE INSTALLED PER IfGC SECTION 4 10. FOK 2P51 INLET, PROVIDE MAXITROL'325-L' SERIES. PROVIDE VENT PROTECTOR FOR EXTERICK APPLICATIONS. FOP, INTERIOR AFFLICATION5, VENT SHALL BE PIPED TO THE EXTERIOR WITH TURNDOWN AND SCREEN PROTECTOR. SHUTOfff VALVES SMALL BE PROVIDED IN ACCORDANCE WITH IFGC 409. INSTALL MANUAL GAS SHUTOff VALVE FOR EACH GAS APPLIANCE AMEAD Of CORRUGATED STAINLE55 STEEL TU51NG OR COPPER CONNECTOR. SMUTOff SHALL BE WITHIN G'Off APPLIANCE. INSTALL UNIONS IN PIPES NPS 2 AND SMALLER, ADJACENT TO EACH VALVE, AT FINAL CONNECTION TO EACH PIECE Of EQUIPMff NT. ALL NATURAL GAS PIPING INSTALLED BENEATH THE BUILDING SLAB SHALL 13E ENCASED IN WROUGHT IRON CONDUIT. PIPING SHALL BE PROTECTED AND INSTALLED ACCORDING TO THE INTERNATIONAL FUEL GAS CODE SECTION 404,14. TANK TYPE WATER HEATERS WATER HEATERS SHALL BE U.L. L15TED AND SHALL MEET OF, EXCEED THE 5TAND15Y L055 REQUIREMENTS Of U.5. DEPT. Of ENERGY AND CURRENT EDITION Of A5dRAE/1f_5NA 90. 1. WATER HEATERS SHALL HAVE 150P51 WORKING PRESSURE AND 13E EQUIPPED WITH EXTRUDED HIGH DEN51TY ANODE ROD AND HIGH TEMPERATURE CUTOFF SWITCH. WATER HEATERS SMALL BE THERMOSTATICALLY CONTROLLED AND SET TO 1200 UNLESS OTHERWISE NOTED. WATER HEATERS SHALL BE INSTALLED ON 51-15FENDED PLATFORM, STEEL STAND OR CONCRETE FAD, AS INDICATED ON DRAWINGS. WATER HEATERS SHALL HAVE A MINIMUM 3 YEAR LIMITED WARRANTY. WATER HEATERS SHALL 13E INSTALLED LEVEL AND PLUMB. f IELD COORDI NATE EXACT WATER HEATER LOCATION. MAINTAIN MANUfACTURER!S RECOMMENDED CLEARANCES, AND INSTALL SUCH THAT CONTROLS AND DEVICES ARE ACCESSIBLE FOR SERVICING. INSTALL 5MUTOff VALVES IN COLD WATER INLET AND HOT WATER OUTLET. IN5TALLTHERMOMETERON MOT WATER OUTLET. WATER HEATER SMALL HAVE A5ME RATED COME31NATION TEMPERATURE AND PRESSURE RELIEF VALVE IN TOP PORTION Off TANK (FACTORY OR FIELD INSTALLED). FIPE RELIEF VALVE OUTLET TO FLOOR DRAIN, MOP SINK, INDIRECTWA5TE RECEFTORORTO EXTERIOR. MAINTAIN CONTINUOUS DOWNWARD PITCHTOWARD D15CHARGE LOCATION, AND PROVIDE AIR GAP AT D15CHAKGE LOCATION. WHERE WATER HEATER DRAIN PAN 15 INDICATED ON PLANS, ROUTE DRAIN TO SAME LOCATION AS RELIEF VALVE AND DISCHARGE WITH AIR GAP. \jICEW No. 70199 ? 4E FLOR -',,S,!0NAL 11"Iff III 111111110o MUMMom MOM PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT # 118537 FL COA #28783 ww = N O!f W LL_ (/) ::::) LU (,D LLJ LU 0 0 F__ n Z _j Q� z i�: cl� < z < _ W LLJ 0 _j LLJ < Z LIJ co _j LIJ 0- D__ LL < M ry- < LLJ U) z - Ld z LU = F-- Of LLJ CL CK D LLJ LLJ U LUL), :D D 'D 0 L'L 'z '< 6-- 'w D F < LLJ F- n �- 0 w M — z V) C'� 1ra_U0UnUnLL__j =<Z n0w[)fLLjw ZLi__JnU[L00 LIJ a F- M F- a z < < LLJ Q�: LLJ U Z [L iz LEI — < < Cn EL E LU LU LLJ < L13 LLJ U U w �-- Y_ Fr LIJ < Q� Li 0� CY < z LU T ot� < co < EL Fn n 0 �:: > F-- E 0 (1) CE 0 0 0 U PIR w ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 SBEET NUMBER PO 0 1 VENT THROUGH ROOF (VTR) NO SCALE I TURN DOWN INTO STACK PROVIDE FLASHING AND COUNTERFLA5HING TO ENSURE WATERTIGHT INSTALLATION --::z-' ROOF INSULATION PROVIDE SLEEVE AS REQU I RED BY TYPE Of ROOF DECK. PROVIDE f I RE STOP SEAL BETWEEN PIPE AND SLEEVE OR DECK'—/ MINIMUM 12" 13ELOW ROOF I/ WHERE 2" VTR SHOWN PLAN, PROVIDE PIPE INCREASER IF/WdEKE C REQUIRES A MINIMUM VENT THROUGH ROOF MINIMUM G" AE30VE ROOF (OR 12" WHERE REQUIRED BY LOCAL CODE). EXTEND TO HE IGHT Of PARAPET WHEN WITHIN I O'Of PARAPET ROOF DECK P_____ANCHCK PIPE TO ROOF DECK WITH U-15OLT AROUND PIPE AND ANGI F IRON, WELDED OR SCREWED TO ROOF DECK OR J015T DELL AND SPIGOT PVC JOINT (OR HU13LESS PIPE CONNECTORS ON CAST IRON PIPE) IT IS THE CONTRACTORS RESPONSIBILITY TO USE PROPER INSTALLATION METHODS TO ENSURE ROOF PENETRATION 15 WATERTIGHT. LOCATE VTR MINIMUM FIFTEEN FEET (15'-0") HORIZONTAL f ROM ANY FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL 5URfACIf. LOCATE VTR MINIMUM 15" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. DOME5TIC WATER 5ERVICE ENTRANCE NO SCALE I I " DOMESTIC WATER SERVICE TO 15LDG, SEE PLAN FOR CONT DALL VALVE (TYF) STRAINER (TYF) —Z PRESSURE REDUCING VALVE (PROVIDE IF PRESSURE EXCEEDS 8OP51), WATTS Lf22313 OR EQUAL YWHOSE E3[[3[3 I " DOMESTIC WATER SERVICE 13/G W/30' (MINIMUM) COVER. SEE CIVIL DWG FOR CONTINUATION AND WATER METER. UNDISTURBED EARTH GLO13E VALVE (NORMALLY CLOSED) STRAINER FYF) xl',_ EXTERIOR WALL PRESSURE GAUGE WITH 5HUTOff COCK (TYP) REDUCED PPE55UPIF ////—ZONE 13ACKIF LOW PREVENTER A55EM13LY I5fP-I. fiNAL5ELECTION MU7_15E APPROVED FOR USE IN THE VERTICAL POSITION. GATE VALVE N15HED GRADE J-1 PLATFORM MOUNTED ELECTRIC WATER HEATER NO SCALE I VACUUM RELIEF VALVE (WATTS Lf N3G-M I OR EQUAL) THERMOMETER -- DIELECTRIC UNION (Typ) ENGINEERED SUSPENDED WATER HEATER PLATFORM SYSTEM BY'HOLDRITE,l INCLUDING GALVANIZED STEEL DRAIN PAN AND SUPPORT BRACKETS. FIELD COORDINATE APPROPRIATE PACKAGE (SUPPORT FROM WALL OR SUPPORT FROM STRUCTURE A5OVE) DA5f D ON ACTUAL CONDITIONS. INCLUDE MODEL NUM13f R SUFFIX '-W FOR WALL MOUNT. HOT WATER COLD WATER \_15ALL VALVE (TYP) CHECK VALVE EXPAN51ON TANK (SEE PLM5 FIXTURE SCHEDULE) --If NOT FACTORY PROVIDED, IN5TAH ASME RATED TW RELIEF VALVE (WATTS 40XL SERIES OR EQUAL). f ULL 51ZE D15CNARGE TO --------DRAIN PAN DRAI N VALVE WITH H05E r-il 14 CONNECTION ----__ROUTE PAN DRAIN AS INDICATED ON PLAN, PROVIDE AIR GAP AT DISCHARGE LOCATION PROVIDE APPPOPPIATE'�IOLE)PITE'MODf-L EASED ON SCHEDULED WATER HEATER VOLUME AND WATER HEATER DIAMETER PRODUCT GALLONS MAXIMUM WEIGHT PAN SIZE #40 SWHP G to 20 375 21.25" X 21,25" #50 5WHP 30 to 50 GOO 2G.5" X 2G.5" HARDWARE FROVIDI WITH KIT. REFER TC MANUfACTURER5 INSTALLATION INSTRUCTIONS FOR SPECIFIC DETAILS C ATTACHING 15RACKE TO MA50NKY WALL, f RAM If 1) WALL, ETC. TWO DIAGONAL BRACES ACROSS TOP U1 VV/-\ I L-N HL.1A I L-N FIELD COORDINATE STRUCTURE AE30VI RIGIDLY SUPPORT f FOUR THREADED R CONTRACTOR 5HA PROVIDEY2" THREAI CONNECT TO EACI FOUR CORNER DR/ DRAIN PAN WITH FACTORY PROVIDE PVC DRAIN CONNE, (TYPICAL 130TH DE1 OFTION'N - SUPPORT FROM WALL OFTION'13'- SUPPORT FROM STRUCTURE ADOVE PLUM13ING FIXTURE 5CHIF—DULE WATER RUNOUT WATER CONN. MARK Df SCKIPTION WASTE WASTE VENT 5PEC If I CATION RUNOUT CONN. CW HW CW HW WALL HUNG LAVATORY (AMffPICAN STANDARD "LUCEKNE," 0355.012) WITH CONCEALED ARM CAKKIEK MOUNTING (ZURN Z 1 23 1). PROVIDE 0,5GPM SINGLE HANDLE FAUCET WITH POLISHED CHROME f INISH (DELTA 501 LF-HGMHDf). HANDICAP DRAIN OffSET WIGRID L- I LAVATORY (ADA) - WALL HUNG 211 1 112" 2" 112" 11211 3/8" 3/8" DRAIN (ZURN Z874G-PC) AND CHROME PLATED P-TKAP (ZUKN Z670 I -PC). CHROMff PLATED 5KASS ANGLE SUPPLY STOPS WITH ffLffX SUPPLIES (MCGUIKE H I G5). INSULATE OFFSET, TRAP AND SUPPLY LINES (TRUEDRO 'LAVGUAKD," # 103 E-Z). PPOVDff MIXING VALVE TO TEMPER HOT WATER TO I 10 DEGREES (LAWLER7MMI, ASSE 1070, LEAD FREE). f LOOK MOUNTED, ELONGATED ADA TANK TYPE WATER CLOSET (AMEKICAN STANDARD 'CADET PRO RIGHT HEIGHT," 2 15AA, 104), 1.28 GPf, WHITE VITREOUS CHINA, GRAVITY ff ED f LUSH ACTION. TOP Of KIM AT I G.5" Af ff. HIGH Eff ICIENCY'WATEPSff NSE'LISTff D. PROVIDE ALTERNATE TANK CONf IGUKATION (2 15AA. 105) WITH TKIP I-EvEK ON KIGHT HAND WC- I WATER CLOSET (ADA) - TANK TYPE 4" 311 2" 11211 --- 112" SIDE If NECESSARY TO HAVE LEVER ON MOST ACCE55113LE SIDE Of WATER CLOSET. HEAVY DUTY OPEN f PONT SEAT, LESS COVER, WITH SELf-SUSTAINING CHECK HINGE (DEMIS 105555C). CHKC)ME PLATED 15RASS ANGLE SUPPLY STOP WITH 12"LONG X 3/8` FLEX SUPPLY (MCGUIRE M I GG). STAINLffSE35TEEL SINGLE BOWL DROP -IN SINK (ELKAYLKAD252 1), 4 HOLES. 5OWL DIMENSIONS: 2 1 " L, 15.75" W, Q5" D. ADA COMPLIANT ARC FAUCET WITH 1.5GPM STAINLESS STEEL SINK, DROP -IN, SK- I 2" 1 112" 2" 11211 112" 3/81, 3/6" AERATOR AND SIDE SPRAY (DELTA 'COLLINS," 440-WST). MCGURE CHROME PLATED P TRAP SINGLE t3OWL (ADA) W/C.O., CHROME PLATED DRASS ANGLE SUPPLY STOPS, 12" LONG X 3/8" fLEX SUPPLIES. PROVIDE BASKET STRANEK (ZUPN Z674 1 -55). 24"X24" ff LOOK DASIN (ff IAT M50-2424) AND SERVICE fAUCET WITH VACUUM F3KEAKER, INTEGRAL STOPS, PAIL HOOK AND 3/4" HOSE THREAD ON SPOUT (,530-AA). PROVIDE HOSE MS_ I MOP SINK 311 311 2" 112" 11211 112" 112" AND DRACKET (632-AA), MOPHANGER (689-CC), STAINLESS STEEL E3UMPfpGUARD (E-,56- AA) AND STAINLESS STEEL WALL GUARD (MSG2424). LEAD-fRFE POTAE3LE WATER EXPANSION TANK (WATTS PLT-5), 2,1 GALLONS TOTAL VOLUME, ET_ I POTA15LE WATER EXPANSION TANK 3/4" --- 3/4" --- 0.8 GALLONS MAXIMUM ACCEPTANCE VOLUME. TANK SHALL BE PKE-CHARGED TO THE SYSTEM PKESSUKE PF\1OKTO INSTALLATION (CONTKACTOKTO ffIELD-VEKIfY). ICE MAKER CONNECTION f3OX (OATEY #39 1 xK SERIES), OXG". LOW LEAD, 114 TURN E3KASS ME5-1 IC E MAKERJRIff RI Gff KATOR 5OX --- 112" --- 112'1 --- VALVE WITH INTEGRAL FACTORY INSTALLED WATER HAMMER AKKESTOK, PROVIDE E3ACKffLOW FREVENTER IN SUPPLY LINE (WATTS'SD3,'ASSE 1022) WOODf ORD MODEL 25 AUTOMATIC DRAINING f REEZELE55 HOSE [515b WITH 3/4" HOSE ff Ht5- I FKEEZEPKOOf HOSE 13113b --- --- 3/4" --- -3 14 --- CONNECTION AND WHEEL HANDLE. DI-LEVELWATEKCOOLEK(ELKAYEZSTL,5LC). ORIf ICES AT 38 3/6" AND 32 7/8" Aff. 5.8 GPH Of 50DEG WATER @ 50DEG ROOM TEMPERATURE. PROVIDE ACCESSORY APRON EWC- I WATER COOLER (ADA) - E31-LEVEL 211 1 112" 2" 112" --- 112" (LKAPREZL) If INSTALLED ON AN EXPOSED WALL fOR CANE DETECTION. MOUNT WITH WALL I jCARKIER(ZUKN 1225-13L). ELECTRIC WATF—K HEATER 5CHEDULE TANK MARK RECOVERY 5ETPOINT ELECTRICAL BA515 CAPACITY WH- 1 20 GAL 15 GPH @ 50- RISE 1200 3. 0 Kw A.0. SMITH DEL-20 PRIOR TO SUBMITTAL OR PURCHASE, THE PLUM15ING CONTRACTOR SHALL VEPIffY THE APPROPRIATE ELECTRICAL CHARACTERISTICS Of THE SELECTED WATERHEATER. COORDINATE DRECTLYMTH THE ELECTKICAL CONTRACTOR AND THE POWER PANEL SCHEDULES ON THE ffLECTRICAL DRAWINGS. No. 70199 Z Ar E FLORVD�- PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT# 118537 FL COA #28783 Uj IIJ oe Cn Fai 0 U Uj w z _j, < < I < - U-i LU 0- w Z LLJ I— V) U G�j W �; j :D 9-o') S �1) 2 2 < Ir L, �L [If < 0� R) 0 Uj M t Uz 0 nowo�WLLJ 9LLLL___jjC�5<z0 IL 0 LU z < M U V) a- — ED — < — < = = a LL, < Uj LU W U Cr - LLJ U LU z Fy- LU < 0!� LU ly cj� < z — Lij I 0� F__ < M < a- cn) 6 0 �- > F- 0 C� 7� ct (A 0 0 a 1A .j IN ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I [S�ET NUMBER I I P002 KEYNOTE5 - X—CW Y," CW DN TO fKEIfZf-I`K00f H05E 1511315 �17 0- 0 FIRST FLOOR SCALE: 1 /8" = 1'— 0" PLAN - BLDG A N 0 Ke No. 70199 E FLORIDN AL 11111110110 PROFICIENT E N G I IN E E R IN G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT# 118537 FL COA #28783 IU Lu- Qf 0 �Lu 0 (D Ujj 0 < Z < < > 0 z Uj >- LU - < Mj o� < Uj L, a- L < Ui T 0 1- Uj 0 U T LL- �2 M �U- 0 0 0 CO Ly z < < 0 DE zo 0 Z Z 0 3: 0 Of LLJ LU < 0 F,-) z 0 �- E 0, .=,OzcoLj-jzz— < (j) F- 0 �-- 0 �- 0 U fLu�=�-E(3000LL-o LL Z 3� cy C/) 0 V) z LU o — 0 w D u z n (D Z LU u) U >- ch LLJ LLJ Iff- 1=1S S, LOL- Z-) <h —i —U < Lij �- C) 0 co — Z U) U5 Ckf 0- U 0 U Q U Q LL- -i = < Z: C� 0 LU 0� LU LLJ Z LL- -J C� (_) CL 0 (D Er � EL D� z < E < Of LLJ U Z Cull) a- T- Uj C<L L—L] LLJ < w < Y- = 3: Lij LLJ U Ch U W �- Z: E)f Uj U < D-- = 0:� LU 0!� Q� < z LLj I Lo 0� < in < a- F) 6 0 �7- > F-- C� 0 F L 0 4-j -C� ct 0 U U9 ---] I ISSUE: FOR CONSTRUCTION PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I p 114011 v z rF'� z WASITENENT 150METRIC NO SCALE I < 2]1 LAV 1211 r\ EWC- I ENLARGED PLAN — WASTE & VENT SCALE: 1/4"=V-0- ENLARGED SCALE: 1 /4"=1'—C f-WC- I PLAN — WATER zi r\EYNOTF5 Q /2" CW �-/2" HW DN /2" CW DN Y," CW HW TO PLATfOKM MOUNTED WATER HEATER, SEE DETAIL 2" V DN 3" V UP TO 3"VTR 4" S 13/G, SEE CIVIL DWG fOR CONT. I " CW 13/G, SEE CIVIL DWG FOR CONT, I " CW DN TO DOMESTIC WATER ENTRANCE RISER, SEE DETAIL. C." F=IRE MAIN 13/G, SEE CIVIL DWG fOR CONT. (ID G" SPRINKLER MAIN 15/f * 5TUI5 UI- TO SPRINKLER KISER. 5FRINKLER DESIGN 15Y IFIRE PROTECTION ENGINEER. CD Y," CW DN TO fREEZEFROOf HOSE E511315 Q 3/4" CW DN TO fLOOR 13ELOW --0 G (D CENS�p No. 70199 E FLORI AL ""III fit 1111100% PROFICIENT E N G I N E E R I N IS 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT# 118537 FL COA #28783 Uj 'I Ej Q,- g D 0, LU w b LLI LL 'of) F-- r-) -j (If 3: G — of < < >- LLLj LLJ 0 _j LLJ < LLJ LL < Cl) < LLJ < U-j C/) LIJ L �0- LOL 0 0 M - w Li a- f)f z Z LU D-- U =U LU Lij U w D W—a < C:1 >- F- U F-- < LU C� w En = C/) a_, a_ 0 0 C� LL -J < Z C� 0 LU Q� W LIJ Z LL -J 0 U CL 0 0 LU Of CL F-- 0� z < E < LU Q� w U Z a- 00� w D<- L—Lj LU < Lj < W LU U W ZEWU Uj 0� w T: of L I-- < M < a_ 0 0 .5 F- 0 0 v ct U spi 0 U NJ j ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 SBEET NUMBER P 1,02 z rF"I\ SECOND FLOOR SCALE: 1/8"=V-0" wwmwl��W�� 24 615 -7 7r