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Home My WebLink About38011 Pretty Pond RdPROJECT INFORMATION ONVNER SF ZEPHYR COMMONS OUTPARCELS LP 400 CLEMANTIS STREET; SUITE 200 WEST PALM BEACH, FLORIDA 33401 TEL: 678-977-3362 CONTACT: JEFFREY W. PRESTON ARCHITECTURAL STINARD ARCHITECTURE, INC. 217 SOUTH ERWIN STREET CARTERSVILLE, GA 30120 TEL: 770-425-7400 FAX: 770-425-7444 ARCHITECT 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 ARMENTA 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 101 WITH FLORIDA AMENDMENTS 20 10 ADA STANDARDS FOR ACCESSIBLE DESIGN 2014 NATIONAL ELECTRICAL CODE/NFPA 70 OCCUPANCY CLASSIFICATION: NON -SEPARATED MIXED OCCUPANCY (508.3): GROUP B BUSINESS (3 04. 1) GROUP S-1, MODERATE HAZARD STORAGE (311.2) CONSTRUCTION TYPE: T 601 BUILDING HEIGHT: PROPOSED ALLOWABLE: TABULAR (T503) SPRINKLER INCR (504.2) TOTAL BUILDING AREA: PROPOSED: I ST FLR - STORAGE 2ND FLR - STORAGE 2ND FLR - BUSINESS TOTAL ALLOWABLE - SINGLE OCCUPANCY MULTI -STORY (506.2.3): TABULAR (T 506.2, S- 1, 11 B, SM/NS) FRONTAGE (506.3.3, NS): (F/P)-.25)x(W/30') = If, (if x At) ALLOWABLE AREA/FLR ACTUAL STORIES (4 MAX) TOTAL ALLOWABLE BUILDING AREA FIRE PROTECTION SYSTEMS: AUTOMATIC SPRINKLER SYSTEM (903.2.9) STAND PIPE SYSTEM (905.3) PORTABLE FIRE EXTINGUISHERS (906.1) FIRE ALARM AND DETECTION (907.2) [NFPA 10142.3.4.1.31 FIRE RESISTIVE CONSTRUCTION: EXTERIOR WALLS (T602) EXTERIOR OPENINGS (705.8.1 EX 2) FIRE WALL FIRE BARRIER - SHAFT (707.3.1, 713.4, 1022.2) CORRIDORS (T 10 18. 1) OCCUPANT LOAD: TABLE 1004.1.2 [NFPA 101 T7.3.1.2,42.1.71: 1 ST FLR WAREHOUSE@ 11500 GSF 2ND FLR WAREHOUSE @ 11500 GSF 2ND FLR_ BUSINESS @ 1/100 GSF TOTAL EGRESS CAPACITY: CORRIDORS: OCCUPANT LOAD x 0.2" (1005.3.2) [NFPA 10 1 T7.3.3. I ] MIN WIDTH (T 10 18.2) [NFPA 10 17.3.4. 1 (1)] DOORS: OCCUPANT LOAD x 0.2" (1005.3.2) [NFPA 10 1 T7.3.3. I ] MIN WIDTH (1008. 1. 1) [NFPA 10 1 7.2.1.2.3.21 X" BLDG A BLDG B BLDG C BLDG D BLDG E BLDG F GROUP S- I GROUPS-] GROUP S- I GROUP S- I GROUPS-] GROUP S- I GROUP - B TYPE H B 20'-4" / 2 STORY 55'/ 2 STORY 20'/ 1 STORY 75'/ 3 STORY 26,174 SF 25,344 SF 830 SF 52,348 SF 52,500 SF 12,600 SF 65, 100 SF/FLR 2STORY 130,200 SF TYPE H B TYPE 11 B 9'-9" / I STORY 9'-6" / I STORY 55'12 STORY 55'12 STORY N/A N/A 55'12 STORY 55'12 STORY 5,100 SF 3,400 SF TYPE Il B TYPE 11 B 10'-6" / I STORY 9'-9" / I STORY 55'12 STORY 55'/2STORY N/A N/A 55'12 STORY 55'12 STORY 3,925 SF 6,600 SF TYPE H B 10'-0" / I STORY 55'12 STORY 8,800 SF NOTINCLUDED NOTINCLUDED NOTINCLUDED NOTINCLUDED NOT INCLUDED NFPA 13 NOT REQD NOT REQD NOT REQD NOT REQD NOT REQD NOT REQD NOT REQD NOT REQD NOT REQD NOT REQD NOT REQD PROVIDED PROVIDED PROVIDED PROVIDED PROVIDED PROVIDED SPRINKLER NOT REQD NOT REQD NOT REQD NOT REQD NOT REQD 0 14R (>I 0') NO LIMIT (0 HR) N/A 1 HR 0 HR (SPRINK) 53 (26,174/500) 51 (25,344/500) 9 (830/100) 113 I ZEPI COMMONS 0 HR (>10') 0 HR (>10') 0 HR (>101) 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) 3HR 3HR 3HR 3 14R 3HR 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) 11" (53 x 0.2") 3" (11 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) 3611 (<50) 36" (<50) 3611 (<50) 36" (<50) I I" (53x 0.2") 3" (1 Ix 0.2") 2" (7x 0.2") 2" (8 x 0.2") 3" (14x 0.2") 4"(18xO.2") 32" 321# 32" 3211 32ft 3211 MIN NUMBER OF EXITS (T 1021.2(2)) [NFPA 10142.2.4.1(3)] 2 PER FLR MAX TRAVEL DISTANCE (T 10 16.2) [NFPA 10 1 T42.2.61 250'(SPRINK) MAX COMMON PATH TRAVEL (T 1014.3) [NFPA 101 T42.2.51 100'(SPRINK) MAX DEAD END CORRIDOR (10 18.4) [NFPA 10 1 T42.2.51 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 1 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 1 DRINKING FOUNTAINS: BUSINESS @ (9/100) = 0.09 STORAGE @ (157/1000) 0.16 TOTAL 0.25 = I SERVICE SINK: I 1 (<49, <75') 1 (<49, <75') 1 (<49, <75') 1 (<49, <75') 1 (<49,<75') 200' 200' 200' 200' 200' 100, (<30) 100'(<30) 1001 (<30) 100'(<30) 100'(<30) 20' 20' 20' 20' 20' F SET J STOPAGE 3 8011 Pretty Pond Road ephyrhills, F 33541 GENERAL NOTES I . 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 T14E 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 T14E 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 THE 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 RESPONS113LE 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 "I 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 AMV ADHERED MASONRY VENEER ANOD ANODIZED AP ACCESS PANEL ARCH ARCHITECTURAL AWB 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 DOWN DR DOOR DS DOWNSPOUT DWG DRAWING EA EACH EF EXHAUSTFAN EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRICAL ELEV,EL ELEVATION EPDM ET14YLENE 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 EXTINGUISHER 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 HI3 HOSE BIBB HC HOLLOW CORE HDWD HARDWOOD HDWR HARDWARE HGT HEIGHT lim HOLLOW METAL HOR HORIZONTAL HP HIGH POINT HR HOUR ID 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 MATL MATERIAL MAX MAXIMUM MBM METAL BLDG MFR MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL MTD MOUNTED MWP METAL WALL PANEL NIC NOT IN CONTRACT NTS NOT TO SCALE 0C 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 REfNF REINFORCEMENT REQD REQUIRED REV REVISION RO ROUGH OPENING RM ROOM SAF SELF -ADHERING FLASHING SC SOLID CORE SCHED SCHEDULED SF SQUAREFOOT SFRM SPRAYED FIRE -RESISTIVE MATERIAL Sim SIMILAR S/S STAINLESS STEEL STD STANDARD STL STEEL STN 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 WI) WOOD W/o WITHOUT vrP WATERPROOFING / WORKING POINT WRB WATER RESISTIVE BARRIER WWF WELDED WIRE FABRIC XPS EXTRUDED POLYSTYRENE YD YARD DRAWING INDEX ARCHITECTURAL AO. I COVER SHEET AO.2 UL DESIGN, COMCRECK, UNIT MIX, OUTLINE SPECIFICATIONS AO.3 OUTLINE SPECIFICATIONS AO.4 OUTLINE SPECIFICATIONS AO.5 LIFE SAFETY PLANS A 1.0 ARCHITECTURAL SITE PLAN ALI FIRST FLOOR PLAN - BLDG A AL2 SECOND FLOOR PLAN - BLDG A AL3 ROOF PLAN - BLDG A AL4 ELEVATIONS - BLDG A AL5 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG B AL6 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG C AL7 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG D AL8 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG E AL9 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG F (_4�33� ONS, DETAILS I I A A �WALL �SE T�IONSS �AND DEA �S A5.2 WALL SECTIONS AND DETAILS WA LL SECTION SAND DETAILS I A 12 IMMM5 - A5.4 WALL SECTIONS AND DETAILS A5.5 WALL SECTIONS AND DETAILS ZZA A7.1 SCHEDULES AND DETAILS STRUCTURAL SOA GENERAL NOTES SO.2 SCHEDULES, COMPONENT AND CLADDING PRESSURES SLI FIRST FLOOR FOUNDATION PLAN - BLDG A SI.2 SECOND FLOOR FRAMING PLAN - BLDG A SI.3 MAIN ROOF FRAMING PLAN - BLDG A SL3A 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 GRAPHIC SYMBOLS Y^l k1t, A SECTION ELEVATION <4 2 INTERIOR 3 > ELEVATION DETAIL MATERIALS LEGEND ELECTRICAL EO. I NOTES, LEGEND AND SPECIFICATIONS EO.2 SCHEDULE, DIAGRAMS AND DETAILS EO.3 SCHEDULES ELI FIRST FLOOR PLAN - BLDG A EL2 SECOND FLOOR PLAN - BLDG A EL3 FLOOR PLAN - BLDG B, C, D EIA FLOOR PLAN - BLDG E & F E2.1 ENLARGEDPLANS E3.1 LIGHTING CERTIFICATES AND INSPECTIONS MECHANICAL MOA SPECIFICATIONS, LEGEND AND ABBREVIATIONS MO.2 DETAILS MO.3 SCHEDULES MO.4 COMPLIANCE CERTIFICATES & INSPECTIONS Mi.] FIRST FLOOR PLAN - BLDG A ML2 SECOND FLOOR PLAN - BLDG A M2.1 ENLARGED PLAN - BLDG A PLUMBING POA SPECIFICATIONS, LEGEND AND SCHEDULES PO.2 DETAILS PLI FIRST FLOOR PLAN - BLDG A PL2 SECOND FLOOR PLAN - BLDG A, ENLARGED PLANS 01011 ELEVATION MARK F=[N Root_l ROOM NAME Eol NUMBER DOOR MARK WINDOW MARK PARTITION TYPE 01 d GYPSUM BOARD STEEL BATT/LOOSE BRICK INSULATION CONCRETE MASONRY RIGID INSULATION UNIT CONCRETE PLYWOOD GRAVEL FINISH WOOD I I�El 1 IE�9E]l Ea.� I iEi I 1 I lEj I IEEI 1 12=1 1 E di EARTH DIMENSIONAL WOOD [Irp, N111--ilti-IN _11-411i glid, VICINITY MAP Z,1 U-i uj u D ry U) LU ui 0 uj u- L-ui z 3: E3 L/) of I<- 0z < -i >_ w ui 0 _j w <Z _j Uj IL T U- CD ct < uuji z < = 0 F- w 0'_ u 2 0 =n �-- Ln Fu- 0 0 0 0 af Z yj of 0 CL mzzD0 3:to C�r�ljujco) g�--<o = Z75 cz z u) w Z' z �='r Z U) 0 - Lu Lu IL 0-- z zw=�--U)u -::)) W w �; [-- wo w::) �i �0_- L=Y) ou z < ffi 0 >- u �X- 0 m Z W ()�a_ucuc�uou__j M<Z OOUJ[rujuj Zu__j0ucL0(D ui cr a- F 0'- z < E < w Of UJ U z IL uj - < < cr = [L m w w u Of Lu Uj < L6 U UJ � F-- - _1 v 00.1 ISSUE: FOR CONSTRUCTION REVISIONS: 12-6-19 OWNERCOMMENTS PROJECTNUMBER 201812 DATE 4-3-19 SHEET NUMBER AOO I � 0 M1 � I UL DESIGNS Design No. U904 September 30, 2010 Bearing Wall Rating - 3 ML Noubearing Wall Rating - 3 HR. Load Restricted for Canadian Applications - See Guide BXLTV7 31r 7 -5/r MIN. nf ftizontal Section 1. Concrete Blocks* - Various designs, Classification C-3 (3 hr). See Concrete Blocks category fbr list of eligible manufacturers. 2. Mortar - Blocks laid in full bed of mortar, nom. 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 time (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to Classification if used. Attached to concrete bolcks (Item 1). 4. Loose Masonry F111 - 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,'lliennax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, 'Ibermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax III Insulation, Thermax Plus Liner Panel andIbermax Heavy Duty Plus (HDP) *Bearing the UL Classification Mark Reprinted from the Online Certifications Directory with permission from UL 0 2013 UL LLC Through -penetration Firestop Systems System No. C-AJ-1364 February 08, 2010 F Rating - 2 Hr T Rating - 0 Ik L Rating At Ambient - L ess Than I CFMsq ft L Rating At 400 F - 2 CFBNsq ft W Rating - Class I SECTION A -A 1. Moor Assembly -lkn4-1/2 in. (114 fnm) thick reinforced lightweight or normal weight (100-150pef or 1600 - 2400 kg/m� concrete. Wall may also be constructed of any ULaassified Concrete Blocks*- Max diam of opening is 25-7/8 in. (657 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 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 in.(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 used: A. Steel Pipe- Noin 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) 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 - Norn 4 in. (102 mm) (or smaller) steel electrical metallic tubing. E. Copper Tubing - Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tube. F. Copper Pipe - Norn 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. 3. Firestop System - The details of the firestop system shall be as follows: 3 A- Packing Material - Min 3 in. (76 mm) thickness of min 4 pef (64 kg / in ) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor to accommodate the required thickness offill material. B. Fill, Void or Cavity Materials"I - Sealant - Min 1/4 in. (6 mm) thickness of fill material applied within the annulus, flush with top surface of floor. Min 1/2 in. (13 mm) diant 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 C 2013 UL LLC Reprinted from the Online Certifications Directory with permission from UL G=R & D.S. CALC Gafter A" 11WWRwout I& A BuildingF Bulding P=vnwten Delpth DV& DeptlL Bk% Depth at Gutter (fi) 1,30 30 40 Gutter laq$h (fk) 24 Gutter Width (m) a- 6 6 GutterDepth(in) `8 6 6 DS Width (m) 6 4� 4, DS Depth (in) 6 4 4 2017 Ekwidit Phmdftg Code 1106 100 YearHourlygainfill Rate (in per hr) Fl 106-1 -4-5 4-5 4�5 CF per Ik per DS or Guner length 1170 338 450 GFHper DS at Gutkx lm*& 8752 2529 3366 GPMPerDSorGutkx_T --- 146 43 57 Dovaspato: Max GPM Capacity Crl 106-2) 563 OK 120 OK Gutlets- Max GFM Capacity@ 1/16"per.ft (T 1106-2) -505 OK 243 OK 243 OK 1993 SAIACXt mow Factor 1.00 IWI I-VU 11.90 10 Tr 100 Yr 10yr 100yr 10 Yr 108 Yr 5 Minute h*=ily (in M hr fix 5 min) 83 to's 8-3 101A "8_3 10.9 Roof Arm per DS Arm Wper W) 140.0 110-0 140-0 110.0 140-0 110.0 Dbvmspxft: DS Am (sq in) 16 16 Max Roc&Am per DS 5040 3960 2240 1760 2240 1760 ActW Factored RoofArca per DS 3120 900 1200 Check OK OK ox OK OK OK Rectangular Gulters, (MT Yov��_ Gufter Depth-to-VIidth -W 1-0000 LOW LOW MA -4/7 1-0000 Lom L13M 1-4057 L4397 �1.4397 MA5/14 37-68379 41,39923 241729. 26-55624 26.7MB 29-42981 Mm Gutter Width "W" (w) 6-7379 7-4022 4-4267 4_8631 4,9057 5,3894 Check OK OK OK ox OK OK Mm Gulter Depth (m) 6-7379 7.4022 4-4267 4-9631 4-9057 5-3894 Check OK OK 01K OK OK OK U?U MM TABULArnON Zoph"llis Storage StkWd Arthffecture, Inc- Lh* MiX Tabulation 41112019 SF per Unit .25 40 50 80 100 150 200 250 3W V5 Bldg A COndlboned rap: - ist Floor Gross SF W 5x8 WO 8XIII lexIO i0x15 IWO 10x25 10M M25 Total Units 18 a 51 2 49 26 24 8 7 0 185 Tdal Units Total:$F 23.67 7 450 0 2.550 160 4�,"O 3.9W 4,8W Z_-000 �Z,10(1 0 MAW Net Rentable 2nd Floor Gross SF 1X5 Sxg 500 IMIS: IftIO IftlS IWO 10M IOX30 1SX25: Total Units W 1 41 1 45 25 19 io 7 a 185 Total Units TOW SF 26,174 900 40 2.050 80 4,500 3.750 3.Wo 2,.97A* Z10D 0 12,720- NO Rentable Bldg A Total Conditioned Gross SF SO 5X8. 5X10 RX14 16X10 1005 IOX20 1045 10x38 15)dS Total Units 54 1 92 3 94 51 43 1-8 14 0 370 Total Units 81% Efficiency Nbn- Conditioned Storage: Bldg 8 Gross SF 5X5 5X8 5X10 U10 10X10 IOXIS 10=1 IOX25 IOX30 15XW Total Units 0 a 0 0 0 17 0 17 Total Units Total -SF 5,100 0 0 0 0 0 0 0 0 5,10D a 5, 100 Net RentabLe Bldg C Gross SF SO 5X8 5x10 800 10x10 IOX15 103= 1=5 10x30 1SX25 Total Units 0 0 4 0, 15 0 0 a 1!3 Total Utlits ToWSF ;3,400 0 0 0 0 400 0 3,0W 0 0 'a �,409 Net Rentathe Bldg D Gross SF MS W 5x10 8xID, 10x10 10x15 1040 10x25 1000 M25 Total Ufft 0 2 13 T 0 0 1 23 Tdal Units - Total SF 3,925 G 0 a 0 200 1,950- 1,400 a 0 375 3.925 Net Rentable - Bldg E Gross SF -SX5 5XS SX10 SX10 10X10 1OXIS 10X2D 1OX25 1OX30 1W5 Total Units 0 0 0 a 21) 12. 14 46 Total Units Total SF 6.600 0 0 0 0 ?_000 1.8W 2,800 0 0 0 6,60n Net RAntable SM9 F Gross SIF W ftS 500 U10 18X10 IIDX15 1OX2D 1OX25 1OX30 15X25 Total Units a 0 a 0 18 10 a 10 10 a 48 TdM Units Total SF 8j800 a, 0 0 0 1,800 -ijw 0 2,500 3AW a 8.8W NL4 RentaW Bldg A4-- Grand Total Gross SF SX5 W WO 8XIS IOX10 1-OX15 10IC20 IMS IOX30 M25 TOW Units 54 1 92 3 138 86 79 28 41 1 $22 Total Units TdtalsF 77.6715 1,,,350 40 4.6W 240 113�QW IZ9W 15.8W 7.0W 12-300 375 68,OW Net Rentable 1.30 Ave SI=Ah* 88% Ellidency LIP to 2W @ 5% 5 0 6 0 0 0 0 0 0 0 11 5% Ow 20D @ .2% 0 0 0 4 2 0 0 0 0 .9 2% TOW a 0 0 4 2 a 0 0 0 21), I&T ,$�rr , -41177179-71T 714iot COMCBECK COMcheck Software Version 4.0.8.2 Envelope Compliance Certificate Energy Code: 2017 Florida Building Code, Energy Conservation Project r6e: Zeoyrhills Self Storap ZRWVY1111113, MCWTual climate Zonw, 2a Project Type: New Construction Vartical GlaAng / Wall Area: 3% Construction Site: Owner/Agent Designer/Contractor Zephyrhills, FL Stinard Architect:ure, Inc. Cartersville, GA Additional Efficiency Package(s) High efficiency HVAC. Systems that do not meet the performance req*emwft will be iden0ed in the mechanical requirements dawist report, Building Area FloorArea I -Warehouse: Nonresidential 26041 Envelope Assemblies A"embly Gross Area Cavity ConL Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Floor 1: Slab-On-Grade'Unheated, Pidg. Use I - Warehouse] (c) 663 0.730 0.730 Roof 1: Metal Bulkft Standing Seem; High AJbedo Roof ReWired, 2604 30�O 0.0 0.041 0.035 Filled CavitY With Thermal Slocirs (d), 3-Year-Aged Solar Reftcw" Index - 76.00 (a), fBidg. Use I - Warehouse] NQRTEJ North Wall Mn PNL: Steel -Framed, 16'o.c,, [Bldg. Uee I - 5007 19.0 4.0 0.076 0.077 Warehouse] EA51 East Wall MTL PNL: Steel-Frarned. 16" o.c., [Mg. Use I - Warehouse] 3380 19.0 4.0 0.076 0.077 Door 3: Glass (> 50% glazing):Metal Frame. Entrwice Door. Perf. 96 - 0.2W 0.830 Specs.: Product ID Kawneer, SHW 0.23, \(T 0.51, 18ft. Use I - Warehouseil (b) SOUTH South MTL PNL Steel -Framed, 16"o.c., [Bldg. Use I - Warehouse] 2003 19.0 4.0 0.076 0.077 South EJFS: Steell-Framed, 16" o.c. [Bldg. Use 1 - Warehouse] 1211 19.0 5.7 0.067 0.077 South Stone: Steel -Framed, 1W 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 0.077 Window 1: Metal Fram with Thermal Breakfixed, Perf. Specs.: 128 - - 0.290 0.500 Product ID Kaweer, SHGC 0.23, VT 0.51, [Bldg. Use 1 Warehouse] (b) Door 1: Glass (> 50% glazingyMetal Frame, Entrance Door, Perf. 168 0.290 0.830 Specs.: Product ID kawrxw, SHGC 0.23. VT 0.51. PUdg. Use I - Warehouse) (b) Door 2: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse] 72 0.313 0.610 Project Title: Zephyrhills Seff Storage Report date: 10/18/18 Data filenarne: P:\North America Dev - Todd AddisorAZephyrhdls FL\CD's\ZephyrhIIIs; COMcheck.cck Page 1 Of 10 Amwn* Offlu And Caft Cont P"O"Illd Sudilet U- or R-VMW R44100 U44mftr Facliort" wed-slonw. shwi-Franw. lir 0.4,�,. (81da. Lhw I - wanhanal 425 W* 0.0 (a) &Jftw u4a*n so too 110 **we baseline oaWUWJ0ft*Wy, am are no axis (b) P~9111011 ~ PW%VrMW W40 to ONOW In smadswe *ft NFRC sod aquiraw uwpam% 4*wrawtoka (0 311111110*00ft Wq=" Wd h9*0 U4001M 6110- k intob* we FAwlom (0) Vwmal "am bix* w4h ft*ma R-3 5 N**b0*Wft4W dxm #*p4nftw1tI and aw roof dai* eaftwed,10 tho-palirw (0) R0011110do rQdfd4*WnWtq*oW 1) 3109taged solvirm4sownos - M515 Vim. sMftX="0-1M2)316Wag$d= , W mdolpros k* " 04.0.3) W* year apd volar mftftwos 0, 70 twmd oniMMI'm 0.76.4) MW "or opd gollir oftewn W" SIR 11". EL.777 - 1# - lij a N al _11MU-TJT�r7.TriTT i��97,141 1 77 -.7 1 k 114 rA A2777- ..A -:4 0,10 5i.Ad OUTI.INE SPECIFICATIONS IGENERAL 1.01 FORM OF AGREEMENT: AIA DOCUMENT A101-2007, "STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR WHERE THE BASIS OF PAYMENT IS A STIPULATED SUM", WITH AIA DOCUMENT A201-2007 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION". ADMINISTRATION OF THE CONTRACT WILL BE BY THE OWNER. 1.02 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. 1.03 DEFINITIONS: FURNISH: UNLESS OTHERWISE DEFINED IN GREATER DETAIL, SUPPLY AND DELIVER AN ITEM TO THE PROJECT SITE, READY FOR INSTALLATION. INSTALL: UNLESS OTHERWISE DEFINED IN GREATER DETAIL, PLACE AN ITEM IN THE PROJECT SO THAT IT IS READY FOR SERVICE OR USE. PROVIDE: UNLESS OTHERWISE DEFINED IN GREATER DETAIL, FURNISH AND INSTALL AN ITEM, COMPLETE AND READY FOR INTENDED USE. 1.04 SUBMITTALS: THE CONTRACTOR SHALL REVIEW EACH SUBMITTAL FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND COORDINATION WITH THE WORK, AND APPLY THE CONTRACTOR'S SIGNED REVIEW STAMP TO THE SUBMITTAL CERTIFYING COMPLIANCE WITH THE CONTRACT DOCUMENTS. SUBMITTALS WITHOUT THE CONTRACTOR'S REVIEW STAMP WILL BE RETURNED WITHOUT REVIEW. TRANSMIT ALL SUBMITTALS TO THE ARCHITECT. REVISE AND RESUBMIT SUBMITTALS AS REQUIRED. SCHEDULE SUBMITTALS TO AVOID DELAY IN THE PROGRESS OF THE WORK, ALLOWING 14 DAYS FROM ARCHITEC-rS RECEIPT FOR INITIAL SUBMITTAL REVIEW, AND 7 DAYS FOR SUBSEQUENT RESUBMITTAL REVIEWS. SUBMIT RELATED ITEMS AS A SINGLE PACKAGE. PRODUCT DATA: SUBMIT PDFs MARKED TO CLEARLY INDICATE APPLICABLE PRODUCTS, MODELS, OPTIONS, AND ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS. SHOP DRAWINGS: SUBMIT PDFs UNLESS OTHERWISE INDICATED OR REQUIRED. PROVIDE DIMENSIONED DRAWINGS AND DETAILS, INCLUDING ADJACENT CONSTRUCTION AND RELATED WORK, AND CLEARLY INDICATE ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS. WHERE INDICATED, SUBMIT SHOP DRAWINGS AND ENGINEERING CALCULATIONS SEALED BY A DESIGN PROFESSIONAL REGISTERED TO PRACTICE IN THE JURISDICTION WHERE THE PROJECT IS LOCATED. CLOUD AND IDENTIFY ALL REVISIONS ON EACH RESUBMITTAL. SAMPLES: SUBMIT 2 SAMPLES PLUS THE NUMBER REQUIRED BY THE CONTRACTOF, UNLESS OTHERWISE INDICATED. SUBMIT ADDITIONAL SAMPLES AS NECESSARY TO INDICATE T14E RANGE OF COLOF, FINISH AND TEXTURE TO BE PROVIDED. 1.05 CUTTING AND PATCHING: CONTRACTOR IS RESPONSIBLE FOR CUTTING, FITTING, AND PATCHING REQUIRED TO COMPLETE T14E WORK OR TO MAKE ITS PARTS FIT TOGETHER PROPERLY. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN AMANNER T14AT WILL REDUCE THEIR LOAD CARRYING CAPACITY. PROTECT EXISTING CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO ADJOINING CONSTRUCTION IN A MANNER T14AT WILL ELIMINATE EVIDENCE OF PATCHING. 1.06 PRODUCTS: PRODUCTS ARE ITEMS PURCHASED BY THE CONTRACTOR FOR INCORPORATION INTO THE WORK. SELECT PRODUCTS THAT COMPLY WITHT THE CONTRACT DOCUMENTS AND GOVERNING REGULATIONS ACCORDING TO THE FOLLOWING: SEMI -PROPRIETARY SPECIFICATION: WHERE PRODUCTS OR MANUFACTURERES ARE NAMED FOLLOWED BY THE TERM "OR APPROVED SUBSTITUTE", THE CONTRACTOR MAY SUBMIT UNNAMED PRODUCTS TO THE ARCHITECT FOR APPROVAL. COMPLIANCE SPECIFICATION: WHERE ONLY COMPLIANCE WITH A CODE, STANDARD, OR REGULATION IS INDICATED, PROVIDE A PRODUCT THAT COMPLIES. DESCRIPTIVE SPECIFICATION: WHERE EXACT CHARACTERISTICS ARE INDICATED, PROVIDE A PRODUCT THAT COMPLIES. DELIVER, STORE, AND HANDLE PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. INSTALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS; WHERE MANUFACTURER'S INSTRUCTIONS CONFLICT WITH THE CONTRACT DOCUMENTS, REQUEST DIRECTION FROM THE ARCHITECT. 1.07 QUALITY CONTROL: THE OWNER WILL PROVIDE AN INDEPENDENT AGENCY TO PERFORM TESTING AND INSPECTIONS INDICATED, OR REQUIRED BY THE AUTHORITIES HAVING JUSRISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE COSTS OF RETESTING, WHERE THE RESULTS OF TESTS AND INSPECTIONS PERFORMED INDICATE NONCOMPLIANCE WITH REQUIREMENTS. COOPERATE WITH TESTING AND INSPECTION AGENCIES, INCLUDING SCHEDULING TESTS AND INSPECTIONS, PROVIDING ACCESS TO THE WORK, FURNISHING INCIDENTAL LABOR, AND PROVIDING SECURITY AND PROTECTION OF SAMPLES. PROTECT CONSTRUCTION EXPOSED BY OR FOR TESTING AND INSPECTION, AND REPAIR 2 SITEWORK 2.01 EARTRWORK GENERAL: SEE CIVIL DRAWINGS, STRUCTURAL DRAWINGS, AND GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS THAT APPLY TO THIS SECTION. GEOTECHNICAL ENGINEERING: PERFORM SITE PREPARATION, FILL, BACKFILL, COMPACTION AND GRADING OPERATIONS UNDER A QUALITY CONTROL PROGRAM MONITORED BY THE OWNEWS GEOTECHNICAL ENGINEER. 2.02 TERMITE TREATMENT: ENGAGE A LICENSED PROFESSIONAL PEST CONTROL OPERATOR TO APPLY A SOIL TREATMENT TERMITICIDE BEARING A FEDERAL REGISTRATION NUMBER OF THE EPA AND REGISTERED WITH T14E LOCAL AUTHORITIES HAVING JURISDICTION. APPLY IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.TREAT UNDER ALL BUILDING SLABS, ALONG BOTH SIDES 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 FIVE YEAR WRITTEN WARRANTY AGAINST TERMITE INFESTATION, AGREEING TO RETREAT AND REPAIR DAMAGE. 2.03 FOUNDATION DRAINAGE: PRODUCTS: DRAINAGE PIPE: ASIM F667, CORRUGATED POLYETHYLENE PIPE AND FITTINGS, PERFORATED, WITH COUPLINGS FOR SOIL TIGHT JOINTS. FILTER FABRIC: NONWOVEN SYNTHETIC FIBER GEOTEXTILE FABRIC; "MIRAFIL 160N" BY TENCATE GEOSYNTBETICS AMERICAS, OR APPROVED SUBSTITUTE. DRAINAGE FILL: WASHED CRUSHED STONE, ASTM C33 NO. 57. INSTALLATION: INSTALL PERFORATED PIPE WITH PERFORATIONS DOWN, JOINING PIPES AND FITTINGS WITH SOILTIGHT JOINTS. PROVIDE CLEAN -OUTS AT MAXIMUM 75 FOOT INTERVALS. PLACE GRAVEL AS INDICATED, SURROUNDED BY FILTER FABRIC. EXTEND PIPE TO DAYLIGHT, PITCHED IN DIRECTION OF FLOW AT MINIMUM 1% SLOPE. W :Wmm� C/) Q� ly- �2 (n UJ W W U_ U) _J 0� FJ - < < _J >_ UJ UJ 0 _J < a- U_ UJ 1J, < M Cr < UU] W -<J W U=J C, W 0 LL U F-- F-- -00 0 V - 0 U=3 U ) Y < D LU < 0 F- 2� fl� < 0 lay 0 Z Z D 0 0 cr YJ W 0 0 E;-) Z D C/) �-- U_ ja� C� F- 0 0 0 1— LL < J) U 0 W CQ 0- =) U Z W Z co CD -OLU U W W a- cr D of 0 ['r W WU ix cr p LL Z < Q� [__ �- < W �- 0 0 W co - Z U) Cr CL U 0 U C� C� U_ _J = < Z 0 0 UJ W UJ ti- _J 0 U a- 0 (D UJ a,- �- Cr < LU O� UJ U Z 0- - UJ - < . < cr V) = = a LU E = 3: UJ W U - W F_ < LU Fr UJ U c� c� a) bfi M 7� 03 xi U 0 I U pt U %Nil ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I A002 � I p- 40 OUTLINE SPECIFICATIONS 3 CONCRETE 1 5 METALS - - 6 WOOD (CONTINUED) - 7 THERMAL AND MOISTURE PROTECTION (CONTINUED) 7 THERMAL AND MOISTURE PROTECTION (CONTINUED) - 3.01 CAST -IN -PLACE CONCRETE: 5.01 METAL FABRICATIONS 6.04 ARCHITECTURAL 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 T14AT 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 100 DEGREES F WITHIN 24 HOURS OF APPLICATION. DO NOT INDICATED REQUIREMENTS AS DETERMINED BY QUALIFIED TESTING AGENCY: SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. SUBMITTALS: 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: WIT14STAND 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 SUR-FACES. DO NOT DELIVER WOODWORK FOR INTERIOR USE UNTIL TEMPERATURE AND HUMIDITY CONDITIONS SUBMITTALS: SUBMIT PRODUCT DATA AND TEST REPORTS INDICATING WITH MAXIMUM 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 14AVE BEEN STABILIZED AT FINAL OCCUPANCY LEVELS, AND CONDITION MINIMUM COMPLIANCE WITH REQUIREMENTS. THERMAL MOVEMENT: ALLOW FOR THERMAL MOVEMENT AND DEFLECTION DRAINAGE FILL: WASHED CRUSHED STONE, ASTM C33 NO. 57. PLACE AND COMPACT 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'. QUALITY ASSURANCE: FIELD VERIFY DIMENSIONS PRIOR TO SHOP CONSTRUCTION, NEMA GRADE RGS PLASTIC LAMINATE UNLESS OTHERWISE PERFORMED BY A QUALIFIED TESTING AGENCY: OF EACH CONDITION OF INSTALLATION, INCLUDING EDGE CONDITIONS, JOINTS, WATERSTOPS: FLEXIBLE COMPOUND OF BUTYL RUBBER AND SODIUM BENTONITE FABRICATION. QUALIFY WELDING PROCESSES AND OPERATORS IN ACCORDANCE WITH AWS DLI AND DI.3. COMPLY WITH RECOMMENDATIONS OF INDICATED IN COLOR AND FINISH AS SCHEDULED, PROVIDE WHITE MELAMINE FIRE -RESISTANCE RATED CONSTRUCTION: ASTM E 1 19 OR UL 263, CLASSIFIED OPENINGS, PENETRATIONS, FLASHINGS, TRIM, AND FASTENERS AND SEALANT CLAY; "CCW MIRASTOP" BY CARLISLE COATINGS & WATERPROOFING, INC., OR NAAMM AMP 510-92 METAL STAIRS MANUAL AND NAAMM AMP 52 1 -01 PIPE FINISH AT ALL INTERIOR AND NON -EXPOSED SURFACES, INCLUDING SHELVES. AS A COMPONENT OF THE FfRE-RESISTANCE RATED WALL ASSEMBLY PLACEMENT. INCLUDE PRODUCT DATA AND TEST REPORTS INDICATING COMPLIANCE WITH REQUIREMENTS. APPROVED SUBSTITUTE. RAILING MANUAL. CABINET HARDWARE: ANSI/BHMA A156.9. INDICATED. VAPOR RETARDER: MINIMUM I 0 MIL PLASTIC SHEET COMPLYING WITH ASTM El 745, METALS: DOOR AND DRAWER PULLS: STEEL WIRE PULL WITH POLISHED CHROME FINISH, POTENTIAL HEAT: NFPA 259, NOT TO EXCEED POTENTIAL HEAT OF FOAM RIBBED METAL WALL PANELS: MINIMUM 26 GAUGE GALVALUME STEEL, SMOOTH SURFACE, 36" WIDE x 1-1/4" HEIGHT, 12" RIB SPACING, WITH GASKETED EXPOSED CLASS A. INSTALL IN ACCORDANCE WITH ASTM E1643. LAP JOINTS MINMUM 12", STEEL WIDE FLANGE SHAPES: ASTM A992. 4" CENTER -TO -CENTER SPACING; ITEM # 116.07.238 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 MANUFACTURER'S STEEL CHANNELS, ANGLES, AND PLATES: ASTM A36. APPROVED SUBSTITUTE. SURFACE BURNING CHARACTERISTICS: ASTM E84 OR UL 723, ALL RECOMMENDED MASTIC OR TAPE. STEEL PIPE: ASTM A53, GRADE B. DOOR HINGES: 32mm SYSTEM CONCEALED HINGES WITH I I O' OPENING ANGLE; INDIVIDUAL COMPONENTS INCLUDING INSULATION, ADHESIVES, BASE AND AIR INFILTRATION: MAXIMUM 0.006 CFM/SQ FT AT 6.24 LBF/SQ FT STATIC AIR EXPANSION JOINT FILLER: ASPHALT SATURATED CELLULOSE FIBER STRIPS (ASTM HOLLOW STEEL SECTIONS (HSS): ASTM A500, GRADE B. "CLIP TOP" BY BLUM INC., OR APPROVED SUBSTITUTE. FINISH COATS, AND AIR WATER BARRIER TO HAVE MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE DEVELOPED INDEX OF 450. PRESSURE (ASTM E1680). D1751). WATER PENETRATION: NO UNCONTROLLED WATER PENETRATION AT 20 LBF/SQ EXPANSION JOINT FILLER FOR SEALANT JOINT: ASTM D4819, TYPE 11, CLOSED CELL STEEL FLOOR PLATE: ASTM A786, DIAMOND PATTERN. FILE DRAWER SLIDES: SIDE MOUNTED FULL EXTENSION HEAVY DUTY SLIDES; "MODEL 4034" BY ACCURIDE INTERNATIONAL INC., OR APPROVED SUBSTITUTE. INTERMEDIATE SCALE MULTI -STORY FIRE TEST: NFPA 285 (UBC SIT) 26-9), FT STATIC AIR PRESSURE (ASTM E 1 646). POLYETHYLENE JOINT FILLER, WITH REMOVABLE STRIP FOR SEALANT JOINT; STEEL SHEET: ASTM A I 0 1 1. PASS ACCEPTANCE CRITERIA. PREFINISHED: ALUMINUM -ZINC ALLOY -COATED STEEL SHEET (ASTM A792, "DEK-0-FOAM" BY W.R. MEADOWS, INC., OR APPROVED SUBSTITUTE. ALUMINUM DIAMOND PLATE: ASTM B632,3003-HI4 ALLOY. DRAWER SLIDES: SIDE MOUNTED FULL EXTENSION SLIDES; "MODEL 3832" 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 TROWEL 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 GALVALUME PLUS FINISH, PRODUCE UNIFORM TEXTURE FREE OF TROWEL MARKS. COMPONENTS REQUIRED FOR PROPER ANCHORAGE. PLASTIC LAMINATE CABINETS: AWI CUSTOM GRADE, FLUSH OVERLAY EXTERIOR INSULATION AND FINISH SYSTEM: DRAINAGE TYPE EIFS SYSTEM WITTI 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., PERPENDICULAR TO TRAFFIC DIRECTION. FOR FIXTURES AND HOLES FOR WIRING. FINISH WITH SHOP PRIMER. INDICATED IN COLOR AND FINISH AS SCHEDULED, PROVIDE WHITE MELAMINE OR APPROVED SUBSTITUTE. FLORIDA PRODUCT APPROVAL NUMBER: 11917.5. 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: MINIMUM 24 GAUGE GALVALUME STEEL, UNIFORM TEXTURE FOR CONCRETE EXPOSED TO VIEW, WITH REGULAR SEAM INDICATED. SUMBIT SEALED SHOP DRAWINGS INDICATING COMPLIANCE WITH INSTALLATION: COMPLY WITH AWI SECTION 1700, CUSTOM GRADE. SET UNITS FLUID APP�LIED AIRAVATER BARRIER (AWB): FLUID APPLIED WATER -RESISTIVE SMOOTH SURFACE, 36" WIDE COVERAGE x 1-1/2" HEIGHT, 7.2" RIB SPACING, WITH AND TIE PATTERNS. FILL 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 MBCI, OR APPROVED CONCRETE COLOR AND TEXTURE. MATERIALS, INCLUDING ANCHORS AND CONNECTIONS. HOT -DIP GALVANIZE CONCEALED SHIMS TO A TOLERANCE OF 1/8" IN 8'-O" FOR LEVEL, WITH NO APPROVED BY EIFS MANUFACTURER FOR COMPATIBILITY WITH EIFS. SUBSTITUTE. PROVIDE REVERSED ROLLED PANELS AT HORIZONTAL APPLICATIONS, CURING: COMPLY WITH ACI 308. PROTECT CONCRETE FROM PREMATURE DRYING EXTERIOR FABRICATIONS TO COMPLY WITH ASTM A 123 GRADE 85. VARIATION IN FLUSHNESS FOR ADJOINING SURFACES. SCRIBE AND CUT ADHESIVE: POLYMER MODIFIED CEMENT BASED ADHESIVE. WITH FASTENERS INSTALLED IN LOW RIBS. AND EXCESSIVE HOT OR COLD TEMPERATURES IN ACCORDANCE WITH ACI 305 AND FINISH: REMOVE SCALE, RUST AND OT14ER DELETERIOUS MATERIALS FROM WOODWORK TO FIT ADJOINING WORK, AND REATORE FINISH OF CUT SURFACES. ANCHOR SECURELY TO SUBSTRATES WITH CONCEALED FASTENERS. ADJUST BASE COAT: POLYMER MODIFIED CEMENT BASED ADHESIVE. PROVIDE ACRYLIC AIR INFILTRATION: MAXRVIUM 0.000 CFMISQ FT AT 6.24 LBF/SQ FT STATIC AIR ACI 306. BEGIN CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACES AFTER FINISHING. FERROUS METAL IN ACCORDANCE WITH SSPC SP-3 "POWER TOOL CLEANING". HARDWARE TO ALIGN DOORS AND DRAWERS, AND TO PROVIDE UNENCUMBERED BASED WATERPROOF BASE COAT MIXED WITH PORTLAND CEMENT ON SLOPED PRESSURE (ASTM E283). UNLESS INDICATED TO BE GALVANIZED OR POWDER COATED, SHOP PRIME OPERATION. SURFACES. WATER PENETRATION: NO UNCONTROLLED WATER PENETRATION AT 13.24 CONCRETE CURING COMPOUND: ASTM C309 TYPE I -D, DISSIPATING FERROUS METAL WITH FABRICATOR!S STANDARD RUST -INHIBITIVE PAINT, APPLIED LBF/SQ FT STATIC AIR PRESSURE (ASTM E33 1). WATER -BASED LIQUID MEMBRANE -FORMING CONCRETE CURING COMPOUND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO PROVIDE A 6.05 SOLID SURFACE FABRICATIONS: REINFORCING MESH: TREATED GLASS FIBER MESH REINFORCEMENT EMBEDDED PREFINISHED: ALUMINUM -ZINC ALLOY -COATED STEEL SHEET (ASTM A792, WITH FUGITIVE DYE; " I 150-CLEAR" BY W.R. MEADOWS, INC., OR APPROVED MINIMUM DRY FILM THICKNESS OF 2.5 MILS. GENERAL: FABRICATOR AND INSTALLER TO BE CERTIFIED BY SOLID SURFACE IN BASE COAT TO ACHIEVE STANDARD EIMA IMPACT CLASSIFICATION. PROVIDE GRADE 50, COATING CLASS AZ50),2-COAT 70% FLUOROPOLYMER FINISH SYSTEM SUBSTITUTE. PREPARE SURFACES AND SPRAY APPLY TO NEW CONCRETE IN UNLESS OTHERWISE INDICATED, HOT -DIP GALVANIZE EXPOSED EXTERIOR MANUFACTURER. SUBMIT PRODUCT DATA AND SHOP DRAWINGS OF SOLID ULTRA-RIGH fMPACT MESH AT LOCATIONS SUBJECT TO PEDESTRIAN TRAFFIC IN COLOR INDICATED, WITTI 25 YEAR WARRANTY. ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS. ITEMS NOT INDICATED TO BE POWDER COATED, AND ITEMS EMBEDDED IN SURFACE FABRICATIONS FOR REVIEW. SOLID SURFACE MATERIAL TO COMPLY LESS THAN 6'ABOVE GRADE. OnNTODV'M r'nA)FDT 'V 1171'PL.F A 4;!'rX4 A I <1 IF'nD T7VlDlDnTTQ A4Urr AT T-1 AID T'%117 AD U A XTn FLORIDA PRODUCT APPROVAL NUMBER: 15159. 1. INTERIOR CONCRETE SLAB CONTROL AND CONSTRUCTION JOINT FILLER: TWO -COMPONENT, SEMI -RIGID EPDXY JOINT FILLER, 100% SOLIDS, MINIMUM 90 SHORE A HARDNESS (ASTM D 2240), MINIMUM 1,300 PSI TENSIL STRENGTH (ASTM D638), MINIMUM 45% ELONGATION (ASTM D638), CUSTOM COLOR; "MM-80" BY METZGER/MCGUIRE, OR APPROVED SUBSTITUTE. ALLOW CONCRETE SLABS TO CURE MINIMUM 90 DAYS AND STABILIZE INTERIOR TEMPERATURE AT FINAL OCCUPANCY LEVEL BEFORE INSTALLATION. PREPARE SUBSTRATES AND INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AT INTERIOR CONCRETE SLAB CONTROL AND CONSTRUCTION JOINTS. PRIME SUBSTRATES AS RECOMMENDED, INSTALL FULL DEPTH AT CONTROL JOINTS AND MINIMUM 2" DEPTH AT CONSTRUCTION JOINTS, AND TRIM FLUSH WITH CONCRETE SLAB SURFACE. 9ff5vT3_x9lNlx_lvd 4.01 MASONRY: GENERAL: SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS THAT APPLY TO THIS SECTION. COMPLY WITH RECOMMENDATIONS OF BIA AND NCMA. SUBMITTALS: SUBMIT 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 MINIMUM 48 HOURS BY USE OF INSULATING BLANKETS OR BY PROVIDING ENCLOSURE AND HEAT. 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 CMU: MANUFACTUREWS 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-DfP GALVANIZED (ASTM A 1 53, CLASS B-2). PROVIDE PREFABRICATED "L" SECTIONS AT CORNERS, AND "T" SECTIONS AT INTERSECTIONS. INSTALL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY UNLESS OTTIERWISE 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 (1/4" IN 10', 1/2" 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 HEAD. 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. FILL COLLAR JOINTS BETWEEN WYTHES, 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 WATER PROPORTIONED IN ACCORDANCE WITH ASTM C270 FOR TYPE N MORTAR. CALCIUM CHLORIDE IS NOT PERMITTED. LATH AND TRIM: ASTM C1063, GALVANIZED STEEL. LATH: ASTM C847,2.5 LB, PER SQ YD SELF -FURRED DIAMOND MESH LATH, WITH GRADE D PAPER BACKING. CASING BEADS: J-TYPE CASING BEAD WITH EXPANDED FLANGE AT ALL TERMINATIONS, UNLESS OTHERWISE INDICATED. WEEP 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 WITTI THE MANUFACTUREWS INSTRUCTIONS AND THE MASONRY VENNER MANUFACTURERS ASSOCIATION INSTALLATION GUIDE. DO NOT INSTALL WHEN TEMPERATURES ARE BELOW 40 DEGREES F. PROTECT FROM FREEZING FOR MINIMUM 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 MINIMAL JOINTS FOR DRYSTACK APPEARANCE. LAY STONE WITH LONG AXIS HORIZONTAL. LIMIT UNINTERRUPTED HORIZONTAL JOINTS TO 48" MAXIMUM AND UNINTERRUPTED VERTICAL JOINTS TO 12" MAXIMUM. . I ASTM A 123 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 ASIM 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 ALUMINUM MATERIALS, AND USE CADMIUM PLATED FASTENERS WITH OTHER 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. LUMBER - 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 RIM BOARD, GRADE 1730 Fb/1.35E, MINIMUM 1-3/4" THICKNESS x DEPTH INDICATED, COMPLY WITH ICC ES ESR- 1 387 OR 2403, GRADESTAMPED. PRESERVATIVE PRESSURE TREATMENT (P.T.): PRESERVATIVE PRESSURE TREAT INTERIOR WOOD FRAMING INDICATED AS "P.T." WITH ZINC BORATE TO COMPLY WITH AWPA STANDARD Ul FOR USE CATAGORY 2, AND KILN DRIED AFTER TREATMENT TO MAXIMUM 19% MOISTURE CONTENT. FIRE RETARDANT TREATMENT (FRT): PRESSURE TREAT WOOD INDICATED AS "FRT" TO COMPLY 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 MIL-L- 1 9140, 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 MATERIAL 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 WILL 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, MINIMUM R-VALUE OF 4.0 PER INCH AT 75 DEG F (ASTM C518), MAXIMUM FLAME SPREAD INDEX OF 0 AND MAXIMUM SMOKE DEVELOPED INDEX OF 0 (ASTM E84), MINIMUM DENSITY OF I I PCF (ASTM C303); "COMFORTBOARD I 10" BY ROCKWOOL, INC., OR APPROVED SUBSTITUTE. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ATTACH TO METAL FRAMING WITH MANUFACTURER'S RECOMMENDED CORROSION RESISTANT SCREWS AND WASHERS COMLYING WITH ASTM C 1 002 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: ASTM C I 177, WATER-RESISTANT GYPSUM CORE PANELS WITH FIBERGLASS MAT FACINGS, MAXIMUM FLAME SPREAD INDEX OF 0 AND MAXIMUM SMOKE DEVELOPED INDEX OF 0 (ASTM 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 C1280, GA-253, AND THE MANUFACTUREWS INSTRUCTIONS. ATTACH TO METAL FRAMING WITH MANUFACTURER'S RECOMMENDED CORROSION RESISTANT SCREWS COMLYING WITH ASTM C1002 OR ASTM C954. FASTENER SPACING: MINIMUM 1-5/8" LENGTH #6 BUGLE HEAD SCREWS SPACED 8" O.C. MAXIMUM INTO FRAMING SPACED 16" O.C. MAXIMUM, EXCEPT SPACED 6" O.C. MAXIMUM WITHIN 10'OF BUILDING CORNERS (ZONE 5). WITH ASTM 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 MANUFACTUREWS RECOMMENDATIONS. COUNTERTOPS: FABRICATE COUNTERTOPS IN ACCORDANCE WITH THE MANUFACTUREWS RECOMMENDATIONS FROM 3/4" TRICK 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 COUNTERTOPS. PROVIDE RECESSES AND CUTOUTS TO ACCOMMODATE MOUNTING HARDWARE, SUPPORTS, FIXTURES, AND WORK BY OTHER TRADES. SILLS: FABRICATE FROM 3/4" THICK MATERIAL, WITH EASED EDGES AND MATTE FINISH. PROVIDE FULL LENGTH PIECES WHERE POSSIBLE, AND INCONSPICUOUS ADHERED REINFORCED JOINTS W14ERE SILLS EXCEED MAXIMUM MATERIAL LENGTH. INSTALLATION: INSTALL IN ACCORDANCE WITH 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 AD14ERED 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 MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE DEVELOPED INDEX OF 450 (ASTM E84). MAINTAIN TEMPERATURE AND HUMIDITY RANGE RECOMMENDED BY MANUFACTURER FOR AT LEAST 72 HOURS BEFORE, DURING AND AFTER INSTALLATION. SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. SLATWALL PANELS: T-O" HIGH x 8'-O" WIDE x NOMINAL 3/4" THICK MDF CORE PANELS WITTI TEXTURED FACE AND ALUMINUM GROOVE INSERTS AT 6" O.C.; MANUFACTURER, PRODUCT AND COLOR AS SCHEDULED. PROVIDE MANUFACTURER'S 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 LIMITS 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 DAMP OR CONTAMINATED SURFACES. WARRANTY: PROVIDE MANUFACTURER'S 5 YEAR SYSTEM WARRANTY. FLUID WATERPROOFING: ASTM C836, COLD LIQUID -APPLIED, SINGLE -COMPONENT, SOLVENT -FREE, NON -SHRINK ELASTOMERIC WATERPROOFING MEMBRANE, MINIMUM 82% SOLIDS CONTENT BY WEIGHT (ASTM D 1 644), MINIMUM 400% ELONGATION (ASTM D412), AND MAXIMUM 0.08 PERMS WATER VAPOR TRANSMISSION (ASTM E96 METHOD B). PROVIDE MANUFACTURER!S RECOMMENDED PRIMERS, 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" TTUCK, MINIMUM FABRIC APPARENT OPENING SIZE 70 US SIT) SIEVE (ASTM D475 1), MINIMUM 15,000 PSF COMPRESSIVE STRENGTH (ASTM D1621 MOD), AND MINIMUM 17 GPM/FT CORE IN PLANE FLOW RATE AT GRADIENT 1.0 (ASTM D4716). PRODUCT: "MEL-DRAIN 5035" BY W.R. MEADOWS, INC., OR APPROVED SUBSTITUTE. INSTALLATION: INSTALL IN ACCORDANCE WITH TTIE MANUFACTURER'S INSTRUCTIONS. REMOVE PROJECTIONS, FILL VOIDS, AND CLEAN SURFACES TO RECEIVE WATERPROOFING. APPLY WATERPROOFING MEMBRANE IN ACCORDANCE WITH T14E MANUFACTURER'S INSTRUCTIONS TO PRODUCE A SEAMLESS 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 WEATHER AND CONTACT WITH WET SURFACES. SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. BATT INSULATION: ASTM C665, TYPE 1, UNFACED GLASS FIBER THERMAL BATT INSULATION, MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE DEVELOPED INDEX OF 50 (ASTM E84). VINYL FACED METAL BUILDING INSULATION: ASTM C991, TYPE 1, FLEXIBLE GLASS FIBER INSULATION. PROVIDE WHITE POLYPROPYLENE LAMINATED FACING ON INTERIOR FACE OF FIBERGLASS, MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM 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. THERMAL BLOCKS: POLYISOCYANURATE CORE WITH 26 GAUGE STEEL CLADDING, AZ50 GALVALUME FINISH, MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE INDEX OF 150 (ASTM E84), V THICK x MINIMUM 2-1/2" WIDE; "SNS THERMAL SPACE" BY STEEL BUILDING INSULATION, OR APPROVED SUBSTITUTE. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S 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 FILL 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. rinlarl: ilk-ruf LIU olkabli ithJkluair-li UvAllnu IN UuLurk A.1,40 1EXtuan INDICATED. INSULATION: EIFS SYSTEM MANUFACTUREWS RECOMMENDED EXPANDED POLYSTYRENE INSULATION BOARD COMPLYING WITH ASTM C578 TYPE 1, ASTM E2430, AND EIMA SPECIFICATIONS. INSULATION TO BE MINIMUM V THICK, WITH POTENTIAL HEAT NOT TO EXCEED THAT OF TESTED NFPA 285 ASSEMBLY (NFPA 259), AND BEAR THE LABEL OF AN APPROVED AGENCY. PORTLAND CEMENT: ASIM C C 1 50, 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 COMMERCIALWRAP" BY DUPONT, OR APPROVED SUBSTITUTE. PROVIDE MANUFACTURER!S RECOMMENDED FASTENERS AND SEAM TAPE. SELF -ADHERED FLASHING (SAF): BUTYL RUBBER ON POLYETHYLENE LAMINATE CARRIER SHEET, 30 MIL MfNUMUM TOTAL THICKNESS, COMPLYING WITH AAMA 711-07, CLASS A, LEVEL 3; "STRAIGHT FLASH" BY DUPONT, OR APPROVED SUBSTITUTE. PROVIDE "FLEXWRAP NF" AT SILLS AND WHERE FLEXIBLE SAF IS REQUIRED. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S 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. WEATHERLAP 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 FLEXIBLE SAF, AND INTEGRATE INTO WRB TO MAINTAIN 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 TEMPERATURES 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 C14ARACTERISTICS: ASTM E84 OR UL 723, MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE DEVELOPED INDEX OF 450. FLUID APPLIED AHMATER BARRIER (AWB): FLUID APPLIED WATER -RESISTIVE MEMBRANE AND AIR BARRIER SYSTEM, VAPOR PERMEABLE, FOR USE BENEATH EIFS OR OTHER CLADDING. PROVIDE MANUFACTUREWS 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 HEADS. COVER ENTIRE WALL SURFACE WITH MEMBRANE, INCLUDING PREVIOUSLY TREATED JOINTS. PROVIDE FLUID 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 MAXIMUM DEFLECTION OF 1/1 80 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 MIND" 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 CFM/SQ 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 E1646). PANEL SIZE: 24" WIDTH x 3" HEIGHT TRAPEZOIDAL DOUBLE FOLDED JOINT. PROVIDE WINDCLAMPS WHERE REQUIRED TO WITHSTAND DESIGN WIND LOADS. PREFINISHED: ALUMINUM-ZfNC 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: ALUMINUM -ZINC ALLOY -COATED STEEL SHEET (ASTM A792, GRADE 50, COATING CLASS AZ55), UNPAINTED GALVALUME PLUS FINISH, WITH 20 YEAR WARRANTY. FLORIDA PRODUCT APPROVAL NUMBER: 11 819.2. ACCESSORIES: PROVIDE MANUFACTUREWS RECOMMENDED TWO-PIECE FLOATING CLIPS, FASTENERS, CLOSURES, SEALANTS, AND ACCESSORIES. PROVIDE FLASHING AND TRIM TO MATCH METAL PANEL MATERIAL, THICKNESS AND FINISH. INSTALLATION: INSTALL IN ACCORDANCE WITTI THE MANUFACTUREWS INSTRUCTIONS. PROVIDE SUPPLEMENTAL FRAMING SUPPORTS IN ACCORDANCE WITH ASTM C754. SET UNITS TRUE TO LINE, LEVEL, AND PLUMB (1/16" AT JOINT BETWEEN ADJACENT PANELS, 1/8" IN I O', 1/4" TOTAL). ACCESSORIES: PROVIDE MANUFACTUREWS RECOMMENDED FASTENERS, CLOSURES, TAPE SEALERS, SEALANTS, AND ACCESSORIES. PROVIDE FLASHING AND TRIM 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 PLUMB (1/16" AT JOINT BETWEEN ADJACENT PANELS, 1/8" IN 10', 1/4" TOTAL). 7.08 FLASHING AND SHEET METAL 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 (ASTM 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 POLYETTIYLENE LAMINATE I CARRIER SHEET, COMPLYING WITH AAMA 711-07, TYPE A, LEVEL 3. 7.09 METAL ROOF EDGE SPECIALTIES GENERAL: PROVIDE ROOF EDGE SYSTEMS COMPLYING WITH THE FOLLOWING PERFORMANCE CRITERIA: METAL COPING SYSTEMS: ANSI/SPRI/FM 4435 STANDARD ES- I TEST RE-3. PREFINISHED METAL COPING SYSTEM: FABRICATE FROM PREFINISHED 24 GAUGE GALVANIZED STEEL, DIMENSIONS AS INDICATED, WITH CONCEALED 6" SPLICE PLATE AT BUTT JOINTS AND CONTINUOUS 20 GAUGE GALVANIZED STEEL ANCHOR CLEAT; "FORMED 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 WIT14 AAMA 2605, MINIMUM 1.2 MIL DRY FILM THICKNESS, COLOR AS SCHEDULED. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S 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 WIT14 ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER SERVICE AND APPLICATION CONDITIONS, AS RECOMMENDED BY THE MANUFACTURER. INSTALL SEALANTS IN COMPLIANCE WITH THE MANUFACTUREWS INSTRUCTIONS AND ASIM C I 193. EXTERIOR ELASTOMERIC SEALANT: AT EXTERIOR JOINTS PROVIDE MULTI -COMPONENT CHEMICALLY -CURING, NON -SAG POLYURETTIANE SEALANT COMPLYING WIT14 ASTM 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 ASTM C920 TYPE M, GRADE NS, CLASS 12.5, USE T, M, AND 0, WITH MINIMUM 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 FfRE-RATED ASSEMBLY JOINTS AND PENETRATIONS, PROVIDE NON -SLUMP, SINGLE COMPONENT, NEUTRAL CURE ELASTOMERIC FfRESTOP SEALANT, UL LISTED FOR APPLICATION INDICATED. PROVIDE MINERAL WOOL INSULATION BACKING AND INSTALL IN COMPLIANCE WITH UL LISTING. 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I - I i ISSUE: FOR CONSTRUCTION I I REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 1 1 SHEET NUMBER A003 63 *I OUTLM SPECIFICATIONS 8 OPENINGS 8 OPENINGS (CONTINUED) _____ 9 FINISHES (CONTRNMED) — 9 FINISBES (CONTINUED) 1 I 0 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 MINIMUM TEMPERATURE OF 50 DEGREES F DURING GENERAL: PROVIDE FfBERGLA AND MAXIMUM SMOKE DEVELOPED INDEX OF 450 GENERAL: PROVIDE STORAGE UNIT SYSTEMS BY JANUS INTERNATIONAL SUBMITTALS: SUBMIT PRODUCT DATA AND SHOP DRAWINGS FOR REVIEW. 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 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 TIPS WITH PLASTIC COVERS. PROVIDE METAL REINFORCEMENT OR COLD -ROLLED STEEL (ASTM A1008). PREPARE FRAMES TO RECEIVE MORTISED AND KEYING: PROVIDE 6-PIN CYLINDERS FOR ALL LOCKS. RE -KEY ALL LOCKS AT SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. BACKING FOR ALL SURFACE MOUNTED EQUIPMENT, INCLUDING EQUIPMENT CONCEALED HARDWARE AND REINFORCE FRAMES TO RECEIVE SURFACE APPLIED CERAMIC FLOOR TILE: ANSI A 137. 1, MOISTURE ABSORPTION LESS THAN 0.50% (ASTM PROVIDED BY OTHERS. INSTALL IN ACCORDANCE WITH THE MANUFACTURER!S 14ARDWARE 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); FIBERGLASS 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" TfUCK x 4'WIDE x ON STRIKE JAMB W14ERE INDICATED. PROVIDE MIND" 2 FLOOR ANCHORS AND 6 INSTALLATION: INSTALL HARDWARE IN ACCORDANCE WITH THE TRIM PIECES WHERE INDICATED. HEIGHT INDICATED; MANUFACTURER, PRODUCT, TEXTURE AND COLOR AS SUBMITTALS: SUBMIT SHOP DRAWINGS FOR REVIEW. JAMB ANCHORS FOR ALL FRAMES. MANUFACTURER'S INSTRUCTIONS AND TO COMPLY WITH GOVERNING CERAMIC WALL TILE: ANSI A 137.1, MOISTURE ABSORPTION LESS THAN 0.50% (ASTM SCHEDULED. PROVIDE MANUFACTURER'S MATCfHNG 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. 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 MATCHING TRIM PIECES WHERE 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 DRILL AND COUNTERSINK UNITS THAT ARE NOT PREPARED FOR SPACE FOR MINIMUM 48 HOURS BEFORE INSTALLATION. SET PANELS PLUMB, LEVEL LIFT HANDLE(S) ON BOTTOM BAR. SUBSTITUTE. ACHORAGE FASTENERS. ADJUST HARDWARE TO PROVIDE UNENCUMBERED 503, MINIMUM 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 MANUFACTURER!S RECOMMENDED INTERIOR NON -MASONRY OPENINGS: FACE WELDED FRAMES WITH WELDS BETWEEN ADJOINING FINISH SURFACES AT DOORWAYS. LOW-VOC LATEX BASED ADHESIVE, AND ATTACH WITH MANUFACTURER!S 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 MANUFACTURER'S RECOMMENDED SILICONE SEALANT TO ALL MOLDINGS OVERHEAD COILING DOOR, 24 GAUGE CORRUGATED CURTAIN FABRICATED FROM CONTRACTOR!S 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. AND CHANGES IN MATERIAL FOR WATERTIGHT INSTALLATION. REMOVE EXCESS GALVANIZED STEEL, PAINTED FINISH IN COLOR AS SCHEDULED, EXTERIOR LIFT THAN 37" WIDE: KNO,CKED-DOWN SLIP-ON DRYWALL TYPE FRAMES WITH "DU REFERENCE MANUAL. FOR SAFETY GLAZING COMPLY WITH CPSC 16 CFR PART 1201 WATERPROOFING/CRACK ISOLATION MEMBRANE: SfNGLE-COMPONENT SEALANT, AND CLEAN PANELS AS RECOMMENDED. HANDLE(S) ON BOTTOM BAR. INTERLOCKING MITERED CORNERS; 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 MINIMUM THICKNESS TO COMPLY WIT14 ASTM 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 A 1008), WITH BEVELED EDGES, INVERTED C14ANNEL STRENGTH INDICATED OR REQUIRED TO WITHSTANDING DESIGN WIND LOADS GROUT: POLYMER MODIFIED CEMENT GROUT (ANSI A 1 18.7); MANUFACTURER AND CONTAINERS BEARING MANUFACTURERS NAME, PRODUCT DESCRIPTION, COLOR DESIGNATION, AND APPLICATION INSTRUCTIONS. PROTECT PRODUCTS FROM EXTERIOR DOOR PIERS AND HEADERS: FLUSH PANELS FABRICATED FROM MINIMUM REINFORCEMENT TOP AND BOTTOM, AND FULL FLUSH CONSTRUCTION. REINFORCE DOORS TO RECEIVE HARDWARE IN ACCORDANCE WITH ANSI A250.6. 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 TEMPERATURE 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: VIS113LE 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 E 1 866, AND ASTM E 1996 LARGE MISSILE IMPACT TEST FOR 25, USE NT, M, A, G, AND 0; PECORA "DYNAFLEX", OR APPROVED SUBSTITUTE. PRIME 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 CLOSURE AT TOP EDGE, 1.8 LB/CF DENSITY FOAMED IN PLACE POLYURETHANE FOR OPENINGS MORE TIIAN 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 C 1363), MAXIMUM AIR INFILTRATION "TRIO-E" SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. INSTALLATION: INSTALL TILE IN ACCORDANCE WITH REFERENCED STANDARDS S14ERWIN-WILLIAMS COMPANY UNLESS OTHERWISE INDICATED, OR APPROVED SUBSTITUTE. PROVIDE PRIMERS AND UNDERCOATS PRODUCED BY THE SAME LATCH: ZINC COATED STEEL; JANUS MINI LATCH, WITH CYLINDER LOCK. RATE OF 0. I CFM/SF (ASTM E283); BY CECO DOOI�, OR APPROVED SUBSTITUTE. WARRANTIES: MANUFACTURER'S STANDARD WARRANTY TO REPLACE THE AND THE MANUFACTURER'S 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 T14E SUBSTRATES INDICATED. DC MOTOR OPERATOR, UL 325 COMPLIANT CONTROLLER WITH UPIDOWN/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 14ERMATIC SEAL FAILURE, AND DELAMINATION: JOINTS ALIGNED WITH EXPANSION AND CONTROL JOINTS IN SUBSTRATE, AND MANUFACTURER!S 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 MANUFACTURER'S HALLWAY SYSTEM: PROVIDE RELATED HOT -DIP GALVANIZED FRAMING, FINISHES: SHOP PRIME DOORS AND FRAMES WITH MANUFACTURER!S STANDARD INSULATING GLASS: 10 YEAR WARRANTY. FLOOR TILE: INSTALL OVER INTERIOR CONCRETE SUBSTRATE IN ACCORDANCE RECOMMENDED RANGE. CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR CHANNELS, ANGLES, HARDWARE, AND FASTENERS. COVER ALL GYPSUM BOARD, BAKED -ON RUST -INHIBITIVE PRIMER IN ACCORDANCE WITH ASNI A250.3 AND LAMINATED GLASS: I 0 YEAR WARRANTY. WITH TCA METHOD F-122, WITH WATERPROOFING/CRACK ISOLATION BOND OF PAINTS, INCLUDING DUST, DIRT, OIL, GREASE, AND INCOMPATIBLE FIREPROOFING, PIPES, WIRES, AND CONDUITS EXPOSED IN CORRIDORS AND A250. I 0, 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 MANUFACTURER!S 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 MINIMUM 6.0 mm THICKNESS UNLESS AND POLYMER MODIFIED CEMENT GROUT (ANSI A108.10). RECOMMENDED 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 MINIMUM 20 AND ANSI A I 15.1G. SET FRAMES PLUMB, LEVEL, STRAIGHT, AND SQUARE, AND OTHERWISE INDICATED OR REQUIRED. WALL TILE: 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, WITH PAINTED FINISH IN COLOR AS A Mrl4f)Q QPrTT_Vlr7l V fkj D"rV r_DfllT'r T A IkA-DQ IXT A4 A Cn'KTDV rn-KjQT'V I TPrrfn,kj SCHEDULED. . . INSTALL DOORS TO ALIGN WITH FRAMES, WITH UNENCUMBERED OPERATION AND UNIFORM CLEARANCES OF 1/8" AT HEAD AND JAMBS, AND 3/4" AT SILL UNLESS OTHERWISE INDICATED. INSTALL FIRE RATED DOORS AND FRAMES IN ACCORDANCE WITH NFPA 80. INSTALL SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES IN ACCORDANCE WITH NFPA 105 AND NFPA 80. 8.02 ALUMINUM STOREFRONTS AND ENTRANCES GENERAL: SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR REVIEW. FIELD VERIFY ROUGH OPENING DIMENSIONS BEFORE FABRICATION. PERFORMANCE REQUIREMENTS: PROVIDE STOREFRONT SYSTEMS THAT COMPLY WITH PERFORMANCE REQUIREMENTS INDICATED: WIND LOADS: SYSTEMS, INCLUDING ANCHORAGE, CAPABLE OF WITHSTANDING DESIGN WIND LOADS INDICATED. DEFLECTION: MAXIMUM ALLOWABLE DEFLECTION OF L/175 @ 25 PSF STATIC AIR DESIGN LOAD (ASTM E330) FOR MULLIONS UP TO 13'-6", AND L/240 + 1/4" FOR MULLIONS BETWEEN 13'-6" AND 40'-O". THERMAL MOVEMENT: ACCOMMODATE 180 DEG F SURFACE TEMPERATURE WITH NO BUCKLING STRESS ON GLASS, JOINT SEAL FAILURE, OR PERFORMANCE REDUCTION. AIR INFILTRATION: MAXIMUM AIR INFILTRATION RATE OF 0.06 CFM/SF @ 6.24 PSF STATIC AIR PRESSURE DIFFERENTIAL (ASTM E283). WATER PENETRATION: NO WATER LEAKAGE @ 8 PSF STATIC AIR PRESSURE DIFFERENTIAL (ASTM E33 1). THERMAL TRANSMITTANCE FOR THERMALLY BROKEN FRAMING: MAXIMUM SYSTEM U-FACTOR OF 0.47 GLASS TO EXTERIOR WITH LOW-E GLASS (AAMA 1503). CONDENSATION RESISTANCE FACTOR (CRF) FOR THERMALLY BROKEN FRAMING: MR41MUM CRF OF 70 GLASS TO EXTERIOR FOR FRAME WITH LOW-E GLASS (AAMA 1503). MATERIALS AND FABRICATION: FABRICATE STOREFRONTS AND ENTRANCES FROM EXTRUDED ALUMINUM COMPLYING WITH ASTM B221, 6063 T-5 OR 6063 T-6 ALLOY AND TEMPER. ALUMINUM SHEET TO COMPLY WITH ASTM B209,5005-HI4 FOR ANNODIZED FINISH AND 3003-1114 FOR PAINTED FINISH. PROVIDE MANUFACTURER!S 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 MANUFACTURER!S 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 V INSULATING GLASS, FACE DIMENSIONS OF 2" x 4-1/2". MANUFACTURER AND PRODUCT: "TRIFAB VG 45 1 T" 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 I 0". 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 MANUFACTURER!S STANDARD HARDWARE AS SCHEDULED. MANUFACTURER AND PRODUCT: "350 SWING DOOR" BY KAWNEER COMPANY, INC., OR APPROVED SUBSTITUTE. FLORIDA PRODUCT APPROVAL NUMBER: FL 10388. 1. FINISH: CLEAR ANODIC COATING COMPLYING WITH AA-MIOC21A31, AAMA 611, ARCHITECTURAL CLASS 11. INSTALLATION: INSTALL ALUMINUM STOREFRONT FRAMING AND ENTRANCE DOORS IN ACCORDANCE WITH THE MANUFACTURER!S 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 MATERIALS. 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 SfDELIGHT(S) REQUIRING NOT MORE THAN 50 LBF TO MANUALLY SET IN MOTION, AND COMPLYING WITH BHMA A 1 56. 1 0. FABRICATE FROM EXTRUDED 6063-T6 ALUMINUM MEMBERS. PROVIDE MAUNFACTURER!S STANDARD OPERATORS, ELECTRONIC CES, 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 OWNERS KEYPAD ACCESS SYSTEM, 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-Ml2C22A3 1, AAMA 61 1, ARCHITECTURAL CLASS 11. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S 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. CLASS 2 (TINTED): "SOLARBRONZE" BY VITRO ARCHITECTURAL GLASS, OR APPROVED SUBSTITUTE. VISIBLE LIGHT TRANSMITTANCE = 53% AND SHGC = 0.63. CLASS 2 (TINTED): "SOLARGRAY" BY VITRO ARCHITECTURAL GLASS, OR APPROVED SUBSTITUTE. VISIBLE LIGHT TRANSMITTANCE = 44% AND SHGC = 0.58. HEAT TREATED FLOAT GLASS: ASTM C 1048, TYPE 1, CLASS I (CLEAR) OR CLASS 2 (TINTED) AS INDICATED, QUALITY q3, AND KIND AS INDICATED OR REQUIRED. FABRICATE BY HORIZONTAL ROLLER -HEARTH PROCESS, WITH WAVE DISTORTION PARALLEL TO BOTTOM EDGE AS INSTALLED. PROVIDE MINIMUM 6.0 mm THICKNESS UNLESS OTHERWISE INDICATED OR REQUIRED. KIND HS: PROVIDE BEAT STRENGTHENED FLOAT GLASS WHERE REQUIRED TO RESIST S14ADING INDUCED THERMAL STRESSES AND IMPOSED LOADS. KIND FT: PROVIDE FULLY TEMPERED FLOAT GLASS WHERE REQUIRED TO RESIST SHADING INDUCED THERMAL STRESSES AND IMPOSED LOADS, OR WHERE SAFETY GLASS IS INDICATED OR REQUIRED (COMPLY WITH CPSC 16 CFR PART 1201 AND ANSI Z97. 1). SPANDREL GLASS: COMPLY WITH GANA 89-1-6. PROVIDE MINIMUM 5 MIL DRY THICKNESS WATER -BASED SILICONE ELASTOMERIC OPACfFIER ON #2 SURFACE OF TINTED FLOAT GLASS, KIND FT; "OPACI-COAT-300" BY ICD HIGH PERFORMANCE ED SUBSTITUTE. USE NEUTRAL -CURING SEALANTS AND SILICONE GASKETS AND SETTING BLOCKS FOR FABRICATION AND INSTALLATION. LOW-E COATED GLASS: ASTM C1376, FLOAT GLASS WITH METALLIC -OXIDE OR NITRIDE COATING APPLIED BY VACUUM DEPOSITION PROCESS AFTER MANUFACTURE, KIND AS INDICATED OR REQUIRED. FABRICATION: FABRICATE GLAZING UNITS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND REFERENCED GLAZING PUBLICATIONS, TO COMPLY WITH SYSTEM PERFORMANCE REQUIREMENTS. PROVIDE SEALANTS, GLAZING TAPES, GASKETS, AND ACCESSORIES THAT HAVE BEEN TESTED FOR COMPATIBILITY WITH OTHER GLAZING MATERIALS. INSULATING GLASS UNITS: ASTM E2190. PROVIDE ALUMINUM SPACERS, DUAL EDGE SEAL WITH POLYISOBUTYLENE PRIMARY AND SILICONE SECONDARY, AND DESICCANT. V 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: 6mm CLEAR GLASS, KIND AS INDICATED OR REQUIRED. INBOARD LITE: 6nun CLEAR GLASS, KIND FT, WITH SPANDREL COATING ON #4 SURFACE; "LAVA BRONZE" SPANDREL COATING BY ICD HIGH PERFORMANCE COATINGS, OR APPROVED SUBSTITUTE. INSTALLATION: COMPLY WITH THE MANUFACTURER!S 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 MR41MUM 48 HOURS. SUBMITTALS: SLI13MIT 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 HEIGHT TABLES. AT WALLS INDICATED TO RECEIVE TILE FINISH, PROVIDE STUDS SPACED 16" O.C. MAXIMUM WITH MINIMUM METAL THICKNESS AS REQUIRED BY STEEL FRAMING MANUFACTURER!S 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 K 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: ASTM C 1 513, SELF -DRILLING, SELF -TAPPING SCREWS AT STEEL FRAMING. ASTM C954 OR ASTM C1002 TYPE S OR S-12 BUGLE OR PANCAKE HEAD 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 COMPOUND. CORNER BEAD AND EDGE TRIM: ASTM C 1 047, ZINC ALLOY FORMED BEAD, L-TRIM, 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). ACCORDANCE WITH TCA MET140D W-245, WITH LATEX-PORTLAND CEMENT BOND COAT (ANSI A 1 08.5), AND POLYMER MODIFIED CEMENT GROUT (ANSI A108.10). 9.03 ACOUSTICAL PANEL CEILINGS GENERAL: PROTECT PRODUCTS FROM EXPOSURE TO WEATHER AND CONTACT WITH WET SURFACES. DO NOT BEGIN INSTALLATION UNTIL BUILDING ENVELOPE IS WATERTIGHT, AND TEMPERATURE AND HUMIDITY CONDITIONS HAVE BEEN STABILIZED AT FINAL OCCUPANCY LEVELS FOR MINIMUM 48 HOURS. SUBMITTALS: SUBMIT PRODUCT DATA FOR REVIEW. ACOUSTICAL PANELS: WET FORMED MINERAL FIBER (ASTM E1264, TYPE 111, FORM 2), MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE DEVELOPED INDEX OF 50 (ASTM E84), LOW VOC FORMULATION, FOR USE WITH EXPOSED GRID SUSPENSION SYSTEM AS SCHEDULED; MANUFACTURER, PRODUCT AND COLOR AS SCHEDULED. SUSPENSION SYSTEM: ASTM C 635, HEAVY DUTY, DOUBLE -WEB GALVANIZED STEEL CONSTRUCTION WITH EXPOSED FLANGE ON MAIN BEAMS AND CROSS TEES, FLUSH FIT CROSS TEES, BAKED POLYESTER PAINT FINISH; MANUFACTURER, PRODUCT AND COLOR AS SCHEDULED. PROVIDE MANUFACTURER'S MATCHING EDGE MOLDINGS AND TRIM. SIZE ATTACHMENT DEVICES FOR 5 TIMES DESIGN LOAD INDICATED IN ASTM C635. PROVIDE MINIMUM 12 GAUGE WIRE FOR HANGERS AND TIES, ASTM A641, CLASS I ZINC COATING, SOFT TEMPER, PRE -STRETCHED, WITH YIELD STRESS LOAD AT LEAST THREE TIMES DESIGN LOAD. INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM C636 AND THE MANUFACTURER'S INSTRUCTlONS. LAYOUT CEILING GRID AS INDICATED ON REFLECTED CEILING PLANS. INSTALL WALL MOLDINGS AT INTERSECTION OF SUSPENDED CEILING AND VERTICAL SURFACES, WITH MITERED CORNERS OR CORNER CAPS. RABBET EDGES OF REVEAL EDGE PANELS AT BORDER AREAS AND VERTICAL SURFACES. 9.04 RESILIENT BASE GENERAL: PROVIDE RESILIENT BASE 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 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"xl2"xl/8" THICK; MANUFACTURER, PRODUCT, AND COLOR AS SCHEDULED. INSTALL WITH MANUFACTURER'S 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 MANUFACTURER!S INSTRUCTIONS. EXAMINE SUBSTRATES FOR DEFECTS BEFORE BEGINNING INSTALLATION. REMOVE CONCRETE PROJECTIONS AND FILL LOW SPOTS WITH PATCHING AND LEVELING COMPOUND TO PROVIDE SMOOTH 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 RALF-WIDTE 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 FOR DRYNESS (ASTM F 1 869 AND ASTM F2170), PH (ASTM F7 I 0) AND BOND - DO NOT PROCEED WITH INSTALLATION UNTIL RESULTS ARE ACCEPTABLE. ADHERE FLOORING TO SUBSTRATE. 9.06 CARPET TILE GENERAL: PROVIDE CARPET TILE 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 FOR REVIEW. CARPET TILE: TUFTED TIP -SHEARED CARPET TILE, NYLON, SOLUTION DYED, STAIN AND ANTI -MICROBIAL TREATED, WITH MANUFACTURER!S STANDARD BACKING; MANUFACTURER, PRODUCT, AND COLOR AS SCHEDULED. INSTALLATION: PREPARE SUBSTRATES AND INSTALL CARPET TILE IN TURER!S 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 (ASTM F2170) AND ALKALINITY, AND DO NOT INSTALL IF RESULTS ARE OUT OF MANUFACTURER'S 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. FINISH, COLOR, AND APPEARANCE. UNLESS OTHERWISE INDICATED, PAINT AND FINISH ALL EXPOSED SURFACES THAT ARE NOT PREFINISHED. DO NOT PAINT CODE REQUIRED LABELS OR EQUIPMENT PLATES. PROVIDE THE FOLLOWING PAINT SYSTEMS FOR THE SUBSTRATES AND GLOSS INDICATED: EXTERIOR MASONRY AND CONCRETE WALLS - PAINTED: I ST COAT: LOXON CONCRETE & MASONRY PRIMER SEALER (A24W8300) 2ND COAT: A-100 EXTERIOR LATEX SATIN (A82 SERIES) 3RD COAT: A-100 EXTERIOR LATEX SATIN (A82 SERIES) EXTERIOR ALUMINUM AND GALVANIZED METAL - SEMI -GLOSS: I ST COAT: SOLO ACRYLIC SEMI -GLOSS (A76 SERIES) 2ND COAT: SOLO ACRYLIC SEMI -GLOSS (A76 SERIES) EXTERIOR FERROUS METAL - SEMI -GLOSS: I ST COAT (OMIT IF PRE -PRIMED): PRO-CRYL UNIVERSAL PRIMER (B66-3 I 0 SERIES) 2ND COAT: SOLO ACRYLIC SEMI -GLOSS (A76 SERIES) 3RD COAT: SOLO ACRYLIC SEMI -GLOSS (A76 SERIES) INTERIOR FERROUS, ALUMINUM AND GALVANIZED METAL - SEMI -GLOSS: I ST COAT (OMIT IF PRE -PRIMED): PRO-CRYL UNIVERSAL PRIMER (B66-3 I 0 SERIES) 2ND COAT: PROMAR. 200 ZERO VO,C LATEX SEMI -GLOSS (1331-2600 SERIES) 3RD COAT: PROMAR 200 ZERO VOC LATEX SEMI -GLOSS (B31-2600 SERIES) INTERIOR FERROUS, ALUMINUM AND GALVANIZED METAL - FLAT: I ST COAT (OMIT IF PRE-PRRvIED): PRO-CRYL UNIVERSAL PRIMER (B66-310 SERIES) 2ND COAT: PROMAR 200 ZERO VOC LATEX FLAT (B30-2600 SERIES) 3RD COAT: PROMAR 200 ZERO VOC LATEX FLAT (1330-2600 SERIES) INTERIOR GYPSUM BOARD - EGG -SHELL: I ST COAT: PROMAR 200 ZERO VOC LATEX PRIMER (B28W2600) 2ND COAT: PROMAR 200 ZERO VOC LATEX EG-SHEL (B20-2600 SERIES) 3RD COAT: PROMAR 200 ZERO VOC LATEX EG-SHEL (B20-2600 SERIES) INTERIOR CONCRETE FLOORS - ACRYLIC SEALER: I ST COAT: H&C INFUSION WATER -BASED CLEAR SEALER 2ND COAT (WHERE SCHEDULED): H&C INFUSION WATER -BASED CLEAR SEALER 10 SPECIALTIES 10.01 TOILET ACCESSORIES: PROVIDE TOILET ACCESSORIES AS SCHEDULED. SET UNITS PLUMB, LEVEL, AND TRUE 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 SUBSTTTUTE. 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 LARSEN'S MANUFACTURING CO., OR APPROVED SUBSTITUTE. EXTERIOR FIRE EXTINGUISHER CABINETS: SURFACE MOUNTED, ALUMINUM BOX AND DOOR, 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 MANUFACTURER'S 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 fNNOPLAST, OR APPROVED SUBSTITTE. INSTALL IN ACCORDANCE WITH THE MAUNFACTURER'S INSTRUCTIONS. COLOR: SAFETY YELLOW. 10.04 KEY LOCK BOX: UL 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 T14E MAUNFACTURER!S INSTRUCTIONS. SIZE: 5"x4"0" DEEP. MOUNTING: RECESSED, WITH STEEL SHELL AND T'0" FLANGE. COLOR: ALUMINUM. HALLWAY PANELS: CORRUGATED PANELS FABRICATED FROM MINIMUM 26 GAUGE HOT -DIP GALVANIZED STEEL, WITH PAINTED FINISH IN COLOR AS SCHEDULED. INSTALL VERTICALLY WITH MID -SPAN BRACING. HALLWAY BASE: 12" HIGH x 0.080" THICK ALUMINUM DIAMOND PLATE BASE (ASTM B209 3003-1122) WITH RUBBER CAP AT ALL STORAGE CORRIDOR HALLWAY PANELS AND PIERS. HALLWAY CORNERS: FABRICATED FROM MINIMUM 20 GAUGE HOT -DIP GALVANIZED STEEL, WITH PAINTED FINISH TO MATCH HALLWAY PANELS. PROVIDE 4"x4"x4'HlGH x 0.080" THICK ALUMINUM DIAMOND PLATE CORNER GUARDS (ASTM B209 3003-H22) WITH RUBBER CAP AT ALL STORAGE CORRIDOR OUTSIDE CORNERS. LOBBY WAINSCOT: 48" HIGH x 0.080" THICK ALUMINUM DIAMOND PLATE WAINSCOT (ASTM B209 3003-H22) WITH RUBBER CAP AT ALL LOBBIES. UNIT NUMBER PLAQUE: 4"x8" PLAQUE CONFORMING TO OWNER!S SIGNAGE STANDARDS. COORDINATE NUMBERING WITH OWNER. UNIT PARTITION SYSTEM: CORRUGATED PANELS FABRICATED FROM MINIMUN 26 GAUGE GALVALUME STEEL SHEET. INSTALL VERTICALLY WITH MID -SPAN BRACING. PROVIDE RELATED HOT -DIP GALVANIZED FRAMING, CHANNELS, ANGLES, HARDWARE, AND FASTENERS. COVER ALL GYPSUM BOARD, FIREPROOFING, PIPES, WIRES, AND CONDUITS EXPOSED IN THE STORAGE UNITS TO THE HEIGHT OF THE PARTITION SYSTEM. BURGLAR BARS: 20 GAUGE GALVANIZED STEEL CHANNELS INSTALLED HORIZONTALLY @ 7" O.C. FROM TOP OF HALLWAY SYSTEM AND ALL EXTERIOR STORAGE UNIT PARTITIONS TO UNDERSIDE OF THE DECK ABOVE. 10.06 PRE-ENGINEERED ALUMINUM CANOPY SYSTEMS GENERAL: COMPLY WITH ASCE 7- 1 0 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. 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 INHIBITIVE PRIMER AND FLUOROPOLYMER TOPCOAT CONTAINING MINIMUM 70% PVDF RESIN, MINIMUM 1.2 MIL DRY FILM THICKNESS, COLOR AS SCHEDULED. INSTALLATION: INSTALL WORK TRUE-TO-LfNE 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-T5), MINIMUM 0.063" THICKNESS AND 3" FACE WIDTH. FABRICATE WIRE MESH PANELS FROM MINIMUM 10 GAUGE STAINLESS STEEL WIRE 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 COATTNG IN COLOR SCHEDULED (AAMA 2603). INSTALLATION: INSTALL WORK LEVEL, PLUMB, AND SQUARE, ALIGNED TO MAINTAIN MODULAR GRID. 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I 1 W6 1; t P i -1 A� 'N N -1, , I u I I I � 1(5 1 1 ISSUE: FOR CONSTRUCTION I I REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 1 SHEET NUMBER A0404 1 0 0 BUILDING FIRE AREA: W' CLR DOOR D .2"m 160 ;APACITY 32" CLR 0OfRj 's 211= 160 CAPACITY Lu 04 60" CLR DOOR 6 .2 " = 300 CAPACITY me U-F�� mc TT Wf T-TT L PATH 1 28- COMM!j L 2. ZAVEL 5USINES5 USE: E I F I v 1) 1/100 GSF =1 45' TRAVEL Exill sEPARATfON 11 LA STOP -AGE USE: 26,041 GSF 1/500 GSF 53 IST FLR: 26,041 SF ""N F "N SECOND FLOO .2ND FLR: 26,041 SF z ri -IRST FLOOR 5LDG-A LIFE SAFETY FLAN z r2 TOTAL FIRE AREA: 52,082 SF AO-� SCALE: I1Iro"zI--0l' w 32" CLR DOOR 'a .2"= 160 CAPACITY IFE SAFETY MR Lu uj D U) cy v) :D W UJ ui 0 Uj LL Z -J < -i >- UJ w 0 _j ui LLJ c/) -i ui u- m cr < ui z w = V) Lu 0 LL- U F-- (D I-- co -i F- F-- 00 0 C/) M < U) 0:: Z Of < D < 0 Q� < mzz 0 0 —wm < Fn Z :D U) u- Ir V) 0 Z cl) ui z z — co I o �--00�-oz < U—fuj—�---uou-o LLZ3:[)fml--o 0 zuj co u m (D O—OWD Z�-Zw z Z Lli co z >- Lu uj CL cr D Lu Lu ui ) cr- cr 0 W a D Lj- z < >- �- U �- < ui �- c� F- 0 cn — Z U) cra-uouo C)U--i =<Zco o 0 Lu cr w W u z Ll- c� u a- 0 (D ui Cr a- F- (If z < < Lu a: Lu U z a- Lu — < . < Lu ui w u ly- u uj W < ui Lu U < O� uj cr cy < z �-E: UJ co < m < a- 0 0 0 0 colf V Itas A N-"4 c1d $--ol C) V ct It ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I A095 0 � 2 = I PROPERTY LINE F'R0110EIRTY LINE N 1= A ri-`� ARCH lTECTUrql;;j"L SIT wm rpomar Dacm"m TAlQH MOM Wm rLm PIMPAOMW OY AVO &VOW AN Uj LDU Uj G� �2 - 11) (D UJ ui 0 W LL V) D LU -J z V) I-- cr < < < 0 _j u -i >- uj UJ u- ui z ui co -i Lu ui 0- m < m of < w < :F I F- w 0 LL U -i 1-- 00 o m V) I-- Cc < Cf) u 0� U) — LIJ 3-- < D < 0 IL < D 0 Z Z ui C� < 0 D C/) F- Of Z�-- J_(,()oZWLUZZ—oZ < C/) - �- 0 �- 0 0 F- U — K Lu — F- — — u 0 LL 0 LL- Z 3: 0� C,() �- 0 c/) U) LLJ U Z Z LLJ m 0 -- 0 Lu -Z) z Lu :I-- �- Z >- LIJ Lu IL Cy D Lu UJ U c1r) — F- Of (-) (/) o ) ff ui Lu 3: of 5 - LL- z < 0 >- I-- U < Lli 0 �-- (5 LU CD — z V) ff CL U 0 u C, C� LL -i < Z o 0 Lu ff Lu LIJ (-) Z LL -i CL 0 (D ui cr a- af z < c� < Lu LJJ U CL Lu — < E < V) cj Lu L6 Lu LLJ U - LLJ < Lu [ F- y E Lli u < < z - - ��) Lli of < — Lu T - F- < co < CL (f) 0 0 > 0 0 v ks A N-W >1 ju ur u ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SFIEET NUMBER I I PHASE I I —\ PHASE I I — C:ORRIDOR EXTEN51ON AN-5LDG A ';CALE., c5xlo cr7xlo c5xlo c5xlo c5xlo c5xlo 9 — —(�) 9 1 c5X5 c5A C:5x5 C:5x5 t5xs c5X5 @) @) @) c5xlo c5xlo c5xlo c5xlo c5xlo C:5xlo (A cts, c5X5 c5X5 �5X5 c5X5 c c5xlo c5xlo c5xlo (D 9 (D I CIOX15 CIOX15 CIOX15 �l CIOX15 ------ c5xE7 (56 61�,/- C5X5 CE 7X5 (56 ------- Cr 5X5 7X5 (56 -\fk)-rm c5X5 STL PIPE BOLLARD UJ/ C:OVER L j zo z < E u uj V) 'W" C"f ui W-i F- P U < 0 00 0� u of 0 CL 0 Z< qj 0 0:5 w , I , 2,- E 8 �0- u- 0 'u') �- 0 (n V) z W u Z, U) z W, Do,- z'z-- E T ) cy— I 2� I-- "i L-u af lci IDY Du In 10 z < llll�� 0 >- �- U I-- < W 1-- 0 1-- 0 M 5z z - (/5 1-11-UOUQUQU--j -<z C) 0 Lu Lu Lu z u- -j 1� u w z < < "i cy- uo,- uo 1z, co w ui < uj L < of 0� cl- u u ui uj uu) < aff w Of 0, < z < m < a- FI) 0 o U>j Il lE v b�o ct corn ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I PHASE I I z SECOND F A1.2 SCALE: k 48'-4" 14'-0"' Sim CIOX15 CIOX15 CIOX15 @) r-loxio FEC @) C:@5x5 c5X5 cr2x5 ce)X5 c,5xE7 C;r7x5 cloxio C:1040 C1040 r-ioxio C:10x20 cloxio C10x20 clox10 @ C1040 FEC loxio Rome] FEC cloxio c5x10 c5x10 @) c5xlo c5x10 c-5x10 @) mmwM c5x10 (6) Z=01 c5x10 @) c5xIo @ r-5x5 c5x5 c5x5 c5x5 c5x5 c5X5 E; @) c5x10 c5x10 c5x10 --------- FEr- -c r-E FEC 411 CANOPY BELOW rloXI5 CIOX15 CIOX15 & @ @) c5x5 r -5X5 c5X5 CE)x5 c5x 5 FEC @) C:5x5 c;5x5 c5x5 c,5x5 c5x5 I c5xE7 LL r-Oc cloxio VOX15 @ L @ clox10 FEc 9 r-IOX15 CIOX15 C:IOX25 @ cioxio, c5x10 c:loxl5 CIOX15 VOX25 cloxio c5x10 CIOX15 CIOXIE? C:IOX25 cloxio c5x10 cioxiEi, CIOX15 CIOX25 cloxio c5x10 CIOXIS, C;Iox]5 CIOX25 cloxio CIOX15 CIOX15 CIOX25 cloxio c5xIo CIOX15 CIOX15 CIOX25 C:Ioxlo C:5x5 c5x5 r,5x5 c;5x5 5X5, c,@) c5X5 FEC C5 X5 r,5x5 CSIX5 (::5x5 1 1 FEC I @) @) @) @ & & /--*, c5x10 c5x10 c5xlo I FEC S&E k�5) C:Ioxlo C14 CIOX25 @ c:ioxlo c5xio CIOX25 (D r-loxio cr2x10 CIOX25 9 r-loxio c5x10 C,5xlo @ c5xIo @ c5xlo @ ClOx2O r-IOXIO c5xio (��) c5xIo @) C1040 cloxio cr2xlo @) c5x10 @ @ ClOx2O cloxio c5x10 r -I c.5x10 CEmlo c5xlo- FEC: I IWVA--1 Y ^2L clox10 .401- 411 F -1 F — IWVACI c5x& -ce TLT @ 20 LT C -'(15 C1040 r — - — - — - I CIOXIO @ GH DESK 0 OF@ r4 N I NM*4r u y I- ----- L--- INK 02 r2 —051 1 : — -co coxto (P ELEC SPRINK 0 1 @ C.10X3 2-0 -1 @ r-loxio F2-0-11 FRi�& 4p ICE o. r STATI I FOS F FOC KEY 0 KEY = -sr— L 15OVE r u- LOC U)2 5. C:14pxl D 4F I ILI G u- 3 STL FIFE 7 50> 5OLLARD W/ COVER I -All 21-011 L 141-2" 12'-0" 'A' �31-4% 14'�T' 12 c3l.411 11'-4 11�1-4(V411� 41-4" �L 01 al el-oll IL L dj -OOR PLAN-5L[)G A 12'-10" 41-311 141-011 III-oll IT-10" 23'-1" 62 (4 (16 (-:3� (10� (11, Lu uj LIJ Lu 0 Lu U) Lu Lu < z < o z c� >- u w LU Cn --ii W> wo- 1w ui u 0 ae z < m IL z w 0 0 cy- c) �- E Wy z U) co 0 ZO 0 �w- ZO ZO LOI Z < K L ct) L, Z ou Fn w 0 0-- m " ffi D z c) 'u Lij w u :D wu ICL, ct� ff- w X: I-- Lu Yj U a� a- u 0 u Q 0 Lj- -J =.2<: (71) U5 oomEww ZL—jOua-00 oe F-- CL �-- Q� z < w Q-- w u wa- -w -< FL < ir U) = cy T: CL Lu Lu U U W Lu W < Lil m CK w O� Q� z fl� (1) bi) Rs C) C) u Lu 1A ut 16 t u.. rd ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER Al 02 =111 0 �11111 0 =11111 2 a I PROVIDE CLAMPS TRAPEZC SEAM RC ZONES 2 151- TO: 151- TO Is'l. TO, 151- TO 151- TO FIN MTL Vxa" 'ER + 5"x5" DS 1) 1IDE WINE) Ps IN EZOIDAL ROOF AT 5 2 4 3 FIN MTL 8"x&" WE UJ �2 :'D cn of cr (D UJ UJ U) W ui 0 u- U) [-- 0 Z -J 3: G — < E < >- uj ui _j uj u u- ui V) -i UJ ui T: < m a < uj z F ui LL U V) 0 0 o u of z < 0 ZZ:Do �EtoZaWWO 0 n—<ou5z D V)�-Ecr z I-- = p U)OZ(nUJZZ—(D 0 0 0 �-- uj — �-- — — u o u- 0 u- z 3: 0 �-- o w z ui cn m (D O—OwDuz�--Zw z Z uj cj) z >- ui ui CL a =) ui uj ui D W—a <UJF-c�[- o uj m—zv)u5 rl'cLuouo Clu--j =<Z 0 0 ui a ui uj u z u- -J C) u 0- 0 (.D w a �-- a- F- a Z < E < w u Z Cj� CL W < U] w CL — Lu T< — w w w UJ U u u uj �- �- Y: of = V) < ==aujcra—<Z—uj —�Ea a) bb CIS vx� u 1A W-6 All 6 U ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER 11 z PLAN-5LE)G A. 411 21' 52'-10" 12'-6" III -Oil ;N It I (6 dS6 PARAPET BEYOND TOS-HP 8" EIFS BAND (EIFS-1) FIREFIN ALUM STOREFRONT (SF-1) 0'-0" 2ND FLR PREFIN WALL PACK FIXTURE SEE ELEC: IST FLR -1- I- m ah 01 wj2ND r-LR 01-all — - IST FLR FIN FLR - R OF FTG SEE j%15'-411 %-/T/STUD Ohio, -all 'w/ TOS-LP rlo�lo 'w-`2ND FLR PREFIN VERT MTL WALL PNI (MWP_I) IST FLR �^V-411 - W-'T/STUt:) jkl*-011 - W-'TOS-Pf= FLR rlh -10'-all M-j IST FLR L__ - I/A5.2 I EIPS FIELD (EIFS-1) LINE OF SLAB BEYOND L/A5.2 j PHASE I I PREFIN VERT TAPERED R15 MTL WALL PNL (MWP-2) PHASE I I PREFIN MTL PREFIN VERT GUTTER AND D.S. TAPERED RIB MTL (MT-1) ------ 7 WALL PNL (MWF-2) PREFIN MTL - COPING (MT-1) ahlro'-roll V-/T/STU 14'-0 V_1TnA_W =�� 01-011 2ND FLR (L ... ................. .............. - .. .............. X X X ......... ....... a................. ................ ............ ...... . ... .. .......... .... . ................. ............... E/// El 01011 2ND FLR& ZKEY PAD KEY PREFIN WALL DOOR + STL PIPE PIREFIN ALUM FIREFIN ALUM LOCK -5 BAND PREFIN ALUM 5OILD SURF E r-l-lr_ I - PACK FIXTURE - FRAME (PNT-1) BOLLARD AUTO SLIDING STOREFRONT BOX (EIFS-1) -STOREFRONT OR MANF STONE LOUVER SEE ELEC W1 COVER DOOR (SF- I) (SF - 1) (SF-1) VENEER (MSV-1) SEE MECH PREFIN WALL PACK LINE OF SLAB FIXTURE - SEE BEYOND ELEC PREFIN MTL TRAPEZOIDAL SEAM PREFIN VERT ROOFG SYSTEM (SSR-1) TAPERED RIB MTL Iro I -ro 11 WALL PNL (MWP-2) T/STUDS (P SOILD SURFACE OR MANF STONE VENEER (MSV-1) 3/A5.2 SEE MECH TRELL15 W1 5/5 wM DOOR + MESH F`tsILS PREFIN WALL PACK FRAME (PNT-1) r_`�,SOUTH ELEVATION- 5LDG A FIXTURE - SEE 2 ELEC � AIA J SCALE.- 1/5" c 1'-0" SOUTH FOUNDATION WALL ELEVATION- BLDG A PREFIN WALL FIREFIN MTL SCALE: 1/6"zi'-O" A -� "#,," f-l- �Ikl� /$-*.r '__� EAST ELEVATION- 5LOG 4 AIA -SCALE: 2/AE,.l 3/A 1301-61, PHASE I i� WEST ELEVATION-5 t� SCALE: PREFIN HORIZ TAPERED R15 MTL WALL PNL (MWP-3) I "'", %I INI-I/ %.,IV Ij.- 158'-Il 53164" 5� NORTH ELEVATION- 5LDG A AIA ) SCALE: I/a"-V-0" 200'-V NORTH FOUNDATION WALL ELEVATION- 5L[:>G A Si—CALE: Va"=V-0" 1 1/2 DAP 4/A55 ji IST FLR "T 15'-4" T/STUDS 101-alkIN TOS-LP \-w 01011 Yilfbi�FLRS IST FLR TOWER BEYOND 151-611 TOS-WP EIFS FIELD (EIPS-1) MANF STONE VENEER (MSV-1) V-01, A--, 2ND FLR -101-51 IST FLR & 41'-0 11164" S'-0 11164" Co'-011 V-011 81-011 cil-lall ;.311 01-011 TOP OF CONC WALL---� 2ND FLR& 04, IT PHASE I I CORRIDOR EXTENSION - — - — - — - Tr2—TFl GRADE - SEE CIVIL-/ 51-ois 01-21, FIN FLR - FOR TOP 7; �EE STRUCT EXTERIOR FINI-SH AND COLOR 5CHEDULE MARK MATERIAL COLOR MSV_I MANUF STONE VENEER - FIELD 50RAL SOUTHERN LEDGE5TONE "CHARVONAY" --- MORTAR BUFF EIFS-I EIFS - FIELD MATCH DULUX 038YY 12/111 "INDIAN LEGEND", SEMI -GLOSS EIFS-2 EIFS - ACCENT MATCH DULUX 010YY 35/1135 "BROWN BAG" SEMI -GLOSS EIFS-3 EIFS - BAND, CORNICE MATCH DULUX 050YY 83/020 "NATURAL WHITE", SEMI -GLOSS CRY-1 PREFIN ALUM CANOPY MATCH DULUX 030YR 12/2c52 "SICILIAN SUMMER", SEMI -GLOSS MWP_I PREFIN VERT RIB M5CI "LIGHT STONE" MTL WALL PNL MWP-2 PREFIN VERT TAPERED M5CI "LIGHT STONE" R15 MTL WALL PNL MWP-3 PREFIN HORIZ TAPERED M5CI "LIGHT STONE" PIS MTL WALL PNL MWP-4 PREFIN MTL MBCI "LIGHT STONE" PANEL FIER MWP-r2 PREFIN HEADER M5CI "LIGHT STONE" MTL WALL PNL DR-1 PREFIN OH COILING DOOR MBCl "BROWNSTONE" CMU-1 SPLIT -FACE CMU MATCH DULUX 036YY -12/11-1 "INDIAN LEGEND", SEMI -GLOSS MT -I PREFIN MTL COPING, TRIM, GUTTERS, MATCH DULUX 050YY 83/020 "NATURAL AND D.S. WHITE", SEMI -GLOSS PNT-1 HM DOORS AND FRAMES MATCH DULUX 010YY 35/ic-16 "BROUN 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:j , u uj of oz �U�j: u < __j ui uj ui 0- c/) IE < m of w z < w U-i 0 UF T I F U- 00 =,-, < co u- o 0:: 10, < Q a- L'i 0 0 < zo 3: �_ - � z z 0 0� Lu ow Zw6F--L/) o < 0 U- 0 LI_ z wo Fj_) uo u z L'i 00- z Z LU rn 0 -,, ui D UZ u Z >_ Ui Lu a- a uj zw 5 6 W <lj�_cl U-0 m Z V) fya_uouQuc�ju__j =<Z Qouja-ujuj zu__jCnua_00 uj cr F-- IL F- Qf z < < Lu a� ui z cl- w < E < cl� - ui < Di ui u Ir W u ui z cf) < m < a- 0 E U bi) 7� 0 C) u IA j 61 ul u ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SfIEET NUMBER I I A1.5 cq 1101-011 1 1171 LL u- 3 WR CMu 3 WR CMU FIRE WALL--,,// FIRE WALL-N,,,// T4 /4 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 M) \zy (AA� (AA) h \z__v (AA \11:71 L r@ (AA (AA'� __1L @ MTL Tog-prt F N FL PREFIN VERT RI15 MTL WALL PNL (MWI MTL TRAPEZOIDAL &-t-- A t.4 rl.%.., SYSTEM ( C31 - S 11 TOS-WP PREFIN M EDGE TR (MT-1) FIN FL WALL PNL (MLUP-4) t*`2� NORTH E � AIB SCALE: MTL WALL PNL (MWI 3� EAST ELEVATION- 151 AI5 ) SCALE: 1/8"=V-0" TOS-WP FIN FL TOS-LP'm-/ FIREFIN GUTTER AND DS (MT-1) o'-o" /-Ik FIN FL MTL TRAPEZOIDAL SrFAM W-00FG PIREFIN GUTTER AND DS (MT-1) OLV-0" `-w TOS-LP WALL PACK A[ fnl== PREFIN MTL GUTTER 4 D.S. (MT-1) FIREFIN 8'-O"x I'-011 OW COILING DOOR (DR-1) OL &-o" \-WFIN FL \_PREFIN VERT R15 MTL WALLPNL (MWI 4 UJEST ELEVATION- 5L kAI.5) SCALE: 1/8"sel'-O" MmN 'rGPA;0=-ftnfnA1 SOUTH ELEVATION - SCALE: 1/8" = V-0" III FROOF PLAN- AI5 ) SCALE: 1/8" z V-0" AND DS (MT-1) MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (SSR-1) st c .311 TOS PREFIN MTL EDGE TRIM (MT-1) 41 4 "'INI --,,,—STL PIPE BOLLARD W1 COVER 13'-o" TOS-�P 01-011 FIN FL ui Lu ry u D U) ,j W ui 0 ILI: 0 zo _w, Qf z 3: u < __j V) >, j W, -,j u i u 1 0 z wy w F- w uj (D _j I_- 1-- 8 1-- 0 W<',), C2, Lu < o,-- t 1'r zo z zDo 3: �-_ < :02 < V) (3 9 uo- t :0 o 0 z 0 -oui loy- C-r w w Li a < E I-- zu o� 0- u 0 u c� L,- --ii . 3 < noujo�ww z 0 (D fri--ia_�-Q�z E<wcy_a- Ji CL — jj — < < U-1 u z co = = d- w < 10� = 3: Li w u 12� U uj uj YEUJU -,< == w of �_ - . V) L I-_ I- CID CL i/-) o o F- w:> �=_ E 3: a) blo 03 cd 0 rA It C) a) ;._4 u p-ii u 4 tz U u t u 'All 0. ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I c14 4 1/2 U_ LL 12 IOXIO loxio 3 WR cMu IOX20 IOX20 IOX20 IOX20 IOX20 IOX20 FIRE UJALL-,,,,../ IOX20 IOX20 IOX20 IOX20 IOX20 IOX20 IOX20 IOX20 IOX20 IOXIO -7 IOXIO ou d) ;Jul 11/211 el-oll el -roll TOS-PP 01-011 FIN FL c 51-9,11 TOS— P C31 011H L &i0_5-LP OL 0'-0" ,-w FEN FE- p at -oil L L L L V-011 V-011 al-oll al-oll I-011 �41_0 Oil " \,21 " \-21 0 -oil -oil -oil pl- I-101-01, MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (SSR:1) AN-\ C3'-&" "-w TO$ -PP F77 SLOPE 311:10, A,\ 01-011 11 1 Id( —I I r__ '-wFIN FL PREFIN 5'-O"x I'-011 I - OW WILING DOOR NORTH ELEVATION- Alk f_r:v_-ALE: z FLOOR PLAN - SCALE: �w, M"N 'r=A' '?.#`i1MA1 WALL PNL (MWP-1) "'� 2 EAST ELEVATION- 15LI)G C Alb) SCALE: i/9--mr-v PREFIN GUTTER AND DS (MT-1) T06-1 P \_PREFIN MTL EDGE TRIM (MT-1) F> PREFIN VERT R15 MTL WALL PNL (MUJP-I) .DG c Pl;eEFIN GUTTER SLOPE AND DS (MT-1) 3"do, OL V-0" - \-ff TOS-LF` Pl;;ZEFIN VERT R15 MTL WALL PNL (MUP-1)::L_�� A,\ 01-0 11 </111 \-FFIN F[— PREFIN V-0"x 1' -011 OW COILING DOOR (DR-]) r -""\SOUTH ELEVATION- E 4 AI_bj SCALE: 116"rl'-O" ,.lAl I —A—� MT1 TQAf0;=7n1n.&1 `5� WEST ELEVATION- 5LDG C Alto SCALE: 1/8"=V-0" AND DS (MT-D ROC)F FLAN-5LDG C Alb ) SC -ALE. MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (95R-1) cj,-ro" ok TOS-HP lu \-PIREFIN MTL EDGE TRIM (MT-1) WALL PNL (MUJP-4) AL 11 OP W1 COVER A-_)i Y* 4 IN� w ww c,,- �2:::> ') Lff, w (/) :D 'D uj 0 W W z - Z' — < < >7 0 u >- 'L'j w _j Lij w w _,LL<m1r<w(j) z < U) Lu 0 LL (-) �-- 2 c� =) L/) -mi �u_ 0 0 oz w 0 11� < 0 z 0 Lu 0 z Ln 0 V) w 2� W U 0 LL,-j 2 _,t, LL Z 0� ) 0 cf) 0 u z Co 0 LLj ::D z w CD z u ffw LUIJ C,) zw il lu uw) Lu fy c� 0 Lu w U CL 0 ff IL z LL w u < w ff =a < al ffu LLJ Lij U Q� u w LLJ ==ff Luafff �_ �� (/) < z LLJ < m < a- un C) o I- > (1) 0 +_j cd C) 0 u ;-.4 u le'_, rjc� U u ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 11 SHEET NUMBER I I \1w T05-LP A,\ 01:011 \-WFIN FL PREFIN FIER MTL — WALL PNL (MWf--4) SLOPE 101-61, 3":10' TOS-HP -TIT I I I PREFIN VERT R15 MTL WALL PNL (MWP-I) &FIN FL PREFIN V-0"x 71'-0" I / OH COILING DOOR �D� (DR-1) Sl-41/211 TOS-14P \-WFIN FL ===r_1k1 m"N '_�i NORTH ELEVATION-. AM ) SCALE: MTL TRAPEZOIDAL WALL PACK SEAM ROOFG FIXTURE - SEE ELECT SLOPE SYSTEM (SSR-1) F - nil I~ WALL PACK PREFIN MTL FIXTURE - HEADER (MWP-E7) FSEE ELECT 10'-&" s TOS_wP OL V-4 1/2 " \-Jw TOS-WP TOS-14P MTL _PREFIN EDGE TRIM (MT -I) -PREFIN VERT RIB MTL WALL PNL (MWP-1) 01-011 so'-o" FIN F FIN FIL MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (SSR-1) Sim WALL PNL (MWP-I) r2"\ 5OUTH ELEVATION— 5L[)G 1) V-4 1/2 TOS-14P in,# '701 TOS-LP PREFIN MTL EDGE TRIM FIN FIL PREFIN FIER MTL PREFIN 8'-O"x 71'-011 01 901" WALL PNL (MWP-4) OP COILING DOOR (DR-1) EAST ELEVATION- 5LDG D ALI SCALE: A SCALE: 116"=V-011 FOS I L Foc j LL 11/2- TL TRAPEZOIDAL 9 SEAM ROOFG 1 SYSTEM (SSR-1) -1 Q ------------------- TOS-WP W�/ to rkistili_, =Q PREFIN MTL EDGE TRIM (MT -I) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N I I I I I I I I I I I I I I I I I ...... \_F"REFIN FIN FL ----- lie VERT RIB MTL WALL PNL (MWP-I) ATION- 5LDG D q.FEr1 -011 al-oll -011 &I -oil gs,-O.. Z-0". a.-O., z-o"'. a.-o'. oil Z-0111 at -oil :2� v-o" It 3-0. SCALE: ROOF PLAN- A1.1) SCALE: (AA) 10x20 \zy @ 1040 i 3- �vcmu FIR WALL AILL 1/211 IV-& 1/2" �131 1/2 11 FIREFIN GUTTER :ZOIDAL Fc.s BR-1) 611 N MTL TRIM No A" IIIIIIIIIIIIII"r 2 All ui w w 0, u ::) c) W ui 0 U) D �uj __j af S�?Qf< Z>-E< < w O_j <Zuju 0 —11 >jw= <Coc)f<uj (n , CL U- ui < uj U) I-- ui 0 U- 00 < ch Z W < 0 Z (if < 0 m 0 �itozo��j 0 ZZ 0 U-1 C) < - co Lj_ Q� . z I-wozowzz—oz 0 �__00�__u < --F—Uowo 0 U) z n cn o :D Z �_ Z uj m (D -ow I_ z>-wwa-f]:�Dwzuj= WD cr cr W y: I-- wu Lu cr D Du < Qf 0 >- [-- u I <W�--01— 0 w M—zu)ci O�CLUOUQUOLL_j =<Z oowaww zu--joua-00 a a- �-- a z < Es < w ch W U z W CL ui — < — .. E < Qf 3: U) =(1_ww<wFywu=< uiuiuofuw �_ - ==awo�a < Z W = V) L Qf �- I— < CD < a- Fn 0 o 5- F- E 3: 0 a) blo al �..o C) +-a CA cid CA C) u 101 ISSLJE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 11 SHEET NUMBER I All, Al 07 81-011 k k 81-011 . L, - 1-001 1, 6 91-011 6 6 61-011 6 lo 81-011 1, 6 as-oll 1 6 ai-oll 6 6 6 2'- O� 2'- CE v 2'- 0� 2'-T 1 2'- 61TV 1 21-91-/ 2 1 - 0S 1 1/2 -011 12 1 - 0 111151W&-Agffi�� A� 17016JArm IOXIO 10XIO, IOXIO IoxIo IoxIo IOXIO IoxIo IoxIo IOXIO IoxIo Ioxio IoxIo IoxIo IOXIO IOXIO IoxIo 3 HR Gmu FIRE WALL IOX15 3 HR cmu IOX15 IOX15 IOX15 IOX15 IOX15 'FIRE WALL IoxIo IOXIO IOX20 I0x20 I0x20 1040 10x20 1040 I0x20 1040 I0x20 I0x20 I0x20 I0x20 I0x20 1040 IOX15 IOX15 IOX15 IoxI5 IOX15 IOX15 IoxIo 013T IOXIO (AA) \ZY (A -A) \zj, (A -A) \zj, (AA) \Q--y 11 (A -A) \zY (AA) \Z--Y (AA) 11 \21�;/ I (R H (9 (A -A) \ZY (R 11 g 11 @ 11 @ 11 (9 — 21 81-011 � � of -oil � � al-oll � � al-oll � � V-oil � � V-Pll L L 51-011 61-011 � � .51-011 � � &I-ou � � al-oll � � 51-011 � � at -oil 2'- OIL-/ 2'- 01/ 2'-01/ 2'-011/ 21- 2'-Oh-/ 2'-O'h-/ 2'- OV 2'-O'h-/ 2'-01-/ 21- r2 220'-0" \AV z K-i"� FLOOR, FLAN-5LDG E Alb Sr -ALE: 1/8"=V-0" PREFIN MTL WALL PAC;K I 1= A r%=I= /t.411 I= I=) t-- I �," I �L-- MT1 MT1 T1PAFD1=7fn1t7)A1 (OR-1) (DR-1) MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (SSR-� SLOPE OIL C31 - cj It 3":10' TOS-Pp --------- ------ PREFIN MTL EDGE TRIM-J (MT -I) 4 4 PREFIN 8'-O"x I'-011 —/ OW COILING-s DOOR (DR -I) rT"'N NORTH ELEVATION- 5L VAI.8) S-CALE. 1/8"=V-0" 0-� WEST ELEVATION- 2 A1.8 Sr-ALF 7777, PREFIN GLITTER AND 05 (MT -I) C31-ap TOS-LP FIREFIN VERT R15 MTL WALL FNL (MU)F-I) FIN FL WALL PACK PREFIN GUTTER AND DS (MT-17 SLOPE MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (SSR-1) c3,-c3,, ah TOS-LP *rI PREFIN MTL EDGE TRIM—/ (MT - 1) \-w HN t�L PREFIN $,-o--x -1--o" J PREFIN VERT R15 MTL OW (--OILIWG DOOR \—WALL PNL (MU)P-I) (DR -I) r4'*"'N SOUTH ELEVATION- 5LDG E AI.8,/ SrALE: WALL PNL (MU)P-4) OW COILING DOOR L,,'" L�JL-ILWM rr7"**-N EAST ELEVATION- 5LDG E �Albj SrALE: 1/6"zil-oll � ro I = AND DS (MT-1) \,AI.8j Ew--ALE-. oil STL PIPE 1/21- BOLLARD /- W/ (--OVER Oc L 1/2" Oil 11% 1A W, SI-C '311 TOS- TOS- 01-011 ---Q!I FIN FL C30 - S 11 TOS- 01-011 ------ 1z FIN FL w WEOD cl� z 3: U) Of 9 >- < U < __j 1 11-1 Lu CD UJ < Z 0 u V) L,- uj V) —JTLU%�T: <mcr<w z LLJ c� < " Lr cf) Ln =,-,,i �- 10 Fo- uj Q z oo� o Q �7- w OZ Qo� F-- Lf) o LD OU 10- 0 LL Z ow o 0 umi 0 - n (D -0, U w w a- Q� D w w = u S =,) 'j, L,L , < E >- W Z < w 1-- 81-- o 3,� m - Ir'L U u LL- -j nowc)fww zL,-jc:l5<zo Z<E<wo�'Lo cr F-- a- �- Of uj U z w a- - w - < - cf) =0�=a-ww<Lj�=-cr=3: W LLJ (-) U W �_ F-- Ch LLJ (j F- < F=awofo� <Z � I-- < CD < a- E5 o o :W: F=- \-w HN t�L PREFIN $,-o--x -1--o" J PREFIN VERT R15 MTL OW (--OILIWG DOOR \—WALL PNL (MU)P-I) (DR -I) r4'*"'N SOUTH ELEVATION- 5LDG E AI.8,/ SrALE: WALL PNL (MU)P-4) OW COILING DOOR L,,'" L�JL-ILWM rr7"**-N EAST ELEVATION- 5LDG E �Albj SrALE: 1/6"zil-oll � ro I = AND DS (MT-1) \,AI.8j Ew--ALE-. oil STL PIPE 1/21- BOLLARD /- W/ (--OVER Oc L 1/2" Oil 11% 1A W, SI-C '311 TOS- TOS- 01-011 ---Q!I FIN FL C30 - S 11 TOS- 01-011 ------ 1z FIN FL w WEOD cl� z 3: U) Of 9 >- < U < __j 1 11-1 Lu CD UJ < Z 0 u V) L,- uj V) —JTLU%�T: <mcr<w z LLJ c� < " Lr cf) Ln =,-,,i �- 10 Fo- uj Q z oo� o Q �7- w OZ Qo� F-- Lf) o LD OU 10- 0 LL Z ow o 0 umi 0 - n (D -0, U w w a- Q� D w w = u S =,) 'j, L,L , < E >- W Z < w 1-- 81-- o 3,� m - Ir'L U u LL- -j nowc)fww zL,-jc:l5<zo Z<E<wo�'Lo cr F-- a- �- Of uj U z w a- - w - < - cf) =0�=a-ww<Lj�=-cr=3: W LLJ (-) U W �_ F-- Ch LLJ (j F- < F=awofo� <Z � I-- < CD < a- E5 o o :W: F=- a) to CAI 0 0 u ut L. -j ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER A 1 19 8 - I I Am" 61FAA t*'3� 'NV a. -Oil a. -Oil V-041 1 1/2 J" u- FQe V_oil It a. -Oil It k 81-011 k k V-011 k k k 81-011 k k al-oll k k 81-011 IF It he it ? 81-011 . 1 86-011 . L. 81-011 . . V-oil .6 2,-gxv 2'-gXv 2'-Ct!-/ 11-01LI-l" STL f=IPE 1 1/2,, eO AFRO W1 COVER -L LL (A -A) Kr-j (A -A) \ZY (A -A') K--v (A -A) \ZY (A -A) \Zj, (A -A-) QAA \ZY (A -A) \ZY Q) Q) (AA) QAA (A -A) \"rl/ QAA \ZY (A -A) L - \ZY (A -A) N�' QAA \ZY (AA \117-11 (AA \ZY (AA) \ZY (AA) KZY IOXIO IoxIo IOXIO IoxIo IoxIo IOXIO IoxIo IOXIO IoxIo IOXIO IoXIo IoxIo IOX15 IOX15 IOX15 IOX15 IOX15 IOX15 IOX15 IOX15 IOX15 IOX15 (AA) IoXIo 3 HR Cmu FIRE WALL 3 wR cmu FIRE WALL IoxI 3 HR CMU FIRE WALL JOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 IOX30 AV— IoxIo 10x25 1045 1045 1045 1045 1045 10x25 1045 1045 1045 10A 0@ IoxIo IoxIo Q) K-� (AA) (�AA�)) (AA) A4 (AA) Q) \11rl (AA) \Z--V (9 (AA) K-� (AA) (AA) Q) (AA) Q) Q) (AA) \R (AA) Q \ZY ............ q- F LL 26 at-oil V-011 L L V-011 � � 81-011 L L 81-011 � � at -oil � � &I-ou � � v-ou � � al-oli � � at -oil � � al-oll � � at -oil � � 81-011 � � 61-011 � � al-oll � � 81-011 � � v-oil � � al-oll 2'- 2'- 0'&/ 21-6 2'-011-/ 2'-&J-/ 2'-011-/ 2'-&-L/ " 2'-&-'-/ 2'-&J-/ 2'-01/ 2'-&J-/ 2'-0'6-/ 2'-&J-/ 2'-&J-/ 2'-&J-/ 2'- 01/ 21- 2 220'-0" FLOOR FLAN - 5LDG F AI.S SCALE: FOREFIN MTL WALL F>ACK FDRF:;=[N MT1- WALL FNL (MWF-4) r2`� WEST ELEVATION— 5LDG F \,X'B SCALE - MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (SSR P1�1'-=FIN GUTTER AL 10-0" SLOPE ANC> r->S (MT-1) TOS-HP F'REFIN MTL EDGE TRIM—— (MT-1) PREFIN V-0"x 1'-0'.—/ 3/A5�'j I-REFIN VERT R15 FIN F OW COILING DOOR MTL WALL FNL (DR-1) (MWF-I) NORTH ELEVATION— 5LDG F ALS J--_sr_ALE: I/auz I, -Oil WALL F`ACK EAST ELEVATION - SCALE: PREFIN GUTTER AND DS (MT-1) SLOPE TOS-Lfm PREFIN MTL EDGE TRIM (MT-1) 01-011 \-w FIN FL FIREFIN 8'-O"x I'-011 —/ OH COILING DOOR (C>R-I) K-4"'**N SOUTH ELEVATION- 5LDG F AI-13,/ SCALE: 116"=V-0" OH COILING r.>OOR F (DR-D t ro N ML.00N-� T—L—AA1N—zpj—Lo1L3 Loj AND DS (MT-1) �AVB) SCALE: 1/8"zl'-O" MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (SSR-1) 101-011 I T-i i il TOS-WFIQ� PREFIN VERT R15 MTL WALL F`NL (MUP-1) -1 1/2" 81-011 -/rll-oll 4 4 AtS $ T05-LP 0'-0" FIN FL 101-011 e TOS-WF o'-o" e FIN FL uju W, vw) cj� w W U) :D LlJ 0 Z -J Z < u W uj 0 <Z u c/) '- w J co ui 0- = .0 ch < uuj < 1 11) 0 F-- cn _j 0 o 0 U) —=m<o u cr =1--< :D<Q 0 Z P �E F- (or z C�f tjj 0 0 0 - ui Q 0 0 Z;-) z D C/) u- cr U) 0 F-- 0 0 u — -0 u 0 w u- z 3: 0, U) 0 0 z 0 - u z F- Z uj co _0 W :D z z >- W w m , D w z w F-- cy U 0 0 --) cr w uw w— cr < w �-- 0 �- o W C/) 0�a-uouo ou__i =<Z n 0 Lu 0� w uj u Z u- -J 0 LD ui d- Of Z < w CL 0 Of W U z 0- < < W =[h=cLujuj<u] a� wwu U LLJ F-- uj U Er LLJ O� C)f �- < z y: I = �� ry m < cL �75 n o �- > �- o �'- E v bb cd cfs U' ku I w tu �m . 14a- N lu ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER Al 109 ��i E LARGE A3.1 SCALE: 1/4"ml'-01" CT-2 CT5-1 ELEVATION A 0'- 3� OFFICE TOILET A3-1 ) SCALE: 1/4"cl'-Ol' GROMMENT I I -all 1,= C14 LOCATION III CANOPY ABOVE OfT-ICE FLAN ELEVATION 5 VATIONS x .4 GROMMENT (i) LOC-ATION R------------ It ------------ L F 4 51-41' 12" 511 CA 1116;14 COLNTER HIC-04 PLAN HIC-A-11 CONTER LOW PLAN HIGH COUNT:,, SCALE: 1/4"=V-0" ro EQ. __N. li W-1 EQ. L WOW,STATION nAN 0- i� WORK STATION A3-1 SCALE: 1/4"=V-0" SK I In" COUNTER TOP (PL-2) IX4 LEDGER—. 2" DIA. SUPPORT PIPE (PNT) 11,10,R"TATION SECTION F36x48] CLEAR, SPACE I ELEVATION C EUM TOP (PL-2) = N -1 r. -1 01 C14 CA5T (PL- I BASE (PL-2 ll 1/4" ELEVATION A A, - If -1 -A 11/2 4 3'- 10 1/2 3'-10 1/2" �._2 1 1/2-"7 1101WSTATION ELEVATION c I CIA 1k 1 I 1 i I I H I r 2� FMFLECTI A3-1) --!---ALE: 1/4--ml'-O" ELEVATION A ELEVATION 5 STORAGE TOILET ELEVATIONS 4 A3J SCALE: 1/4"zl'-oll CANOPY ABOVE CEILINC-s FLAN z 1 214o" 91-1111 Rz211__"" ro'- 3 1/4 11-111, TOP (PL-2) TOP (PL-2) r-WUTCW (FL-1) v i _iN, 04 2 EQ SWLV 4 3/4" (PL - 1) C1,111 w SII DFI SHELF jk 2 1 C A T (PL-1) BASE (PL - 2) BASE (PL - 2) f 3 �l 1/411 ELEVATION 5 ELEVATION C ONITOR (BY OTHERS) _�<, 2) 3ro" FILE CABT(WON L 6821-P) -1 TOP (PL 2) -PLAM END 1) (PL 0 1/2" 1 1/2 ra-"'N FILES ELEVATION A3-1 SCALE: 1/4"=V-0" (3) 2'xS' SLAT WALL PNLS W1 ALUM TRIM 0`s'� SLAT WAI A3-IJ SCALE: 1/4"cl'-O" ELEVATION C TOP (FL-2) CABT (FL-1) cf% 3/4" TOP (PL -1 EDGE) MIN 3/4" ADJ SHELF (ML-1)- 3/4" SIDE BEYOND (ML- I W1 PL-I EDGE)- 1/4" BACK (ML-1) 3/4" BOTTOM (ML-I W1 PL-I EDGE) A5T WALL MTD (PL - 1) RACK ENCL CABT - TRIPP F_ - - - LITE SU ],:::� 1� a TOP (PL -2) Z COUNTERTOp REF MICROWAVE 0 (L Z Q -1 CA T 7 C14 04 BASE 3--O��kCA5T 0OL-1) ROLL -IN CASEWORK ELEV SCALE: 1/4"cl'-Ol" R-211 TOP (PL-2) WUTCW 00L \_CA5T (FL-1) BASE (PL -2) 2'-011 ELEVATIO14 0 iV 9 f LA S H &L- PA' 1/4"=Il 1/2" DRAWER � �Ul SIDES (ML-1) W1 7 1/4" MASONITE 50TTOM 1/4" BACK (ML-D 3/4" SIDE BEYOND (ML- I W1 PL -I EDGE) ........ .. 3/4" BOTTOM (ML-I W1 PL-I 4IN 3/4" ADJ: EDGE) SHELF (ML-1) SEC:TION-OFFI A3.1) SCALE: (3) 2'x4' SLAT WALL PNLS W1 ALUM TRIM --MONITOR (BY OTHERS) DOOR -1) - Lu -4 j Lu -1 Lu 41- Lu LL IELEV 11 3/4" RAIL (PL-I EDGE) 6 -3/411 DRAWER FRONT (FL-1) Lu 1 uj lu uj 3/4" DOOR (PL-1) 3/4" KICK (PL-2) COUNTER REFLECTED CEILING FLAN LEGEND ACOUSTICAL PANEL CEILING SYSTEM FINISH CLG HGT AFF LAY -IN LIGHT FIXTURE - SEE ELEC 4' STRIP LIGHTING - SEE ELEC Z� zs --- z�� TRACK LIGHT FIXTURE - SEE ELEC 0 RECE55ED LIGHT FIXTURE - SEE ELEC SUPPLY AIR GRILLE SEE MECH RETURN AIR GRILLE SEE MECH EXHAUST FAN - SEE MECH TOILET ACCESSORY SCHEDULE MARK DESCRIPTION SPECIFICATION 1-1/2" DIA x 42" GRAB BAR 505RICK 5-680&x42" 1-1/2" DIA x .3ro" GRAB BAR 505RICK 5-680rox3ro" TOILET PAPER DISPENSER 5015RICK 5-4288 V-0"XV-0" MIRROR 505RICK 5-16593 24x3ro WAND DRYER XLERATOR XL-5W SOAP DISPENSER Goio DRAIN 4 SUPPLY PIPE INSUL TRUE5RO LAV GUARD 2 1-1/2" DIA x la" GRAB BAR 505RICK B-680rox16" NOTE: PROVIDE BLOCKING IN WALLS FOR ATTACWMENT OF TOILET ACCESSORIES C,45EWOR< FIN15H SCHEDULE MARK MANUFACTURER COLOR REMAR<55 PL-I WILSONART WHITE COLOR TO BE VERIFIED WITH OWNER PL-2 WILSONART BLACK COLOR TO BE VERIFIED WITH OWNER -w ") ci� Lu o w (Z-9 L-,Jj cy- < z 11� < Z < 0-1 <>Zp, U) -ii >j Lu Lu w F__ w 0 U �_ I- LL 0 0 -mj < V) �u- 0 [wy- Z 9 0 9�-<RF/)6 - uj r) z =m) m zw Iz- cr cn t= 0 LD F= g 0 < w so 10- LL 0 W �= 0 LOL of =n) lu- vz) w z u 0 V) z >- Lj E mw ry w lu- Luu < ui 0 �_ 0� a- u o u 0 0 < V) 0 -j co z co * 0 0 w Df Lij LLJ z u- _j c� a- 0 0 LU Cr EL ch Z < < W [1� Lu Z U) CL W < - EL < ry- (if a- Lu Lu < Lu Lli U Q) w I- FE w U lf- < Of Lu 12� ch < z w = ��) �i fl� < m < 6 o 5 1- n 0 7� cid ell r___4 . r-O C) E(u V 0 ;-.4 u u ISSUE: FOR ION CONSTRUCT REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER A3 1 PREFIN MTL COPING SYSTEM SAF OVER PT LSL----\ 16 QrT/5-FUD AV— E IFS COf;a5ELL ING-" 1-1/2" EIFS (R-51) AW5 OVER 5/6" GYP SHEATPG 3" EIFS BAND V-0" PEAD LAP WRB MIN 3" OVER PREFIN MTL FLA.SPG - SEALANT OVER ROD- - ALUM STOREFRONT SYSTEM SEALANT OVER ROD PIREFIN ALUM SILL PAN FLASPG 1 1/2! A �5 CA r_j I SLOPE MTL PURL INS SEE STRUCT' PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 TPERMAL BLOCKS AND BATT INSUL (R-30) - SEE STRUCT MTL LINER PNL OVER ro" MTL STUDS W1 BATT INSUL (R-IS) SEE STRUCT POR MTL FRAMG TO MATCP STUD SIZE AND GA is 5'-411 O.C. VERT MAX W1 2x2x]4 GA CLIPS AND (4) *10 TEK SCREWS STL TUBE - SEE STRUCT P.T. 2x BLKG 1-5/8" 20 GA MTL FRAMG tv Iro" O.C. W1 BATT INSUL 3" EIF5 BAND SILL MANUF STONE VENEER OVER MORTAR OVER LAT AW5 OVER 5/8" GYP SPEATWG LAP AW5 OVER WEEP SCREED FLANGE FOUNDATION WEEP 5CREED CONC, SLAB ON MTL EXT CONC- DECK SEE STRUCT SEE CIVIL 0 1-0. SLOPE I F9 I \-STEEL ANGLE SEE 5TSUCT Ei I M I A I Mi I 1_= I M I 1_= Ed I M 1 1_ Ei I lEd I I Mi I I E 1E1 I lEd I I= — El I Mi I 1 I PEI I 1EE . 1. � . 4 I M I I- A 4 CONC WALL SEE STRUCT 4 Ei I kEd 1 4 DRAINAGE BD I OVER FLUID I Mi I APPLIED WP 12" x 24" PIGI4 CONC SLAB ON DRAINAGE FILE' VAPOR RETARDER W1 FABRIC OVER 4" DRAINAGE WRAP FILL SEE STRUCT R 'q A roll DIA DRAIN 4 4 - - - - -a 4 * C FTG * STRUCT A PREFIN MTL FASCIA W1 CONT CLEAT 20' -411 %D V--'T/STur-> -67 PREFIN SUPPORT PREFIN ALUM CANOPY SYSTEM SLOPE DN 1/2:12 1-1/2" EIFS 21-411 (R-5.1) MTL FRAMING SEE STRUCT 11/2 EIFS eAND EIFS DENT BEYOND 1-1/2" EIFS (R-5.1) AW5 OVER 5/8" GYP SPEATW-s IIN _T r -ANOPY SUPPORT SEE STRUCT 1-1/4" GALVALUME MTL ROOF PNL OVER SAF 5/8" FRT PLYWD OVER SLOPED P.T. 2x& 5LKG IN MTL GUTTER 1-1/4" GALVALUME MTL WALL PANEL F'REFIN MTL FLASPG SLOPE MTL PURLINS - SEE STRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM - W1 TPERMAL BLOCKS AND BATT INSUL (R-30) SEE 5TRUCT MTL LINER PNL OVER ro" MTL STUDS W1 3" EIFS 5AND 1 1/2 BATT INSUL (R-1'3) - SEE STRUCT STL TUBE - SEE STRUCT R.O. P.T. 2x 5LK.G LAP WR5 MIN 3" OVER PREFIN MTL FLASPG SEALANT OVER ROD ALUM ENTRANCE SYSTEM ALUM TPRESPOLD SET IN SEALANT SEALANT OVER 1/2" JT FILLER CONIC SIDE WALK CONC SLAB ON MTL SEE CIVIL X DECK SEE STRUCT 0,_O..-\\ _SL PE L I 4 \-STEEL ANGLE SEE STRUCT \\-5ENTONITE I 1=1 I IE WATERSTOP �d I IHEI I I 4 I JEJ I 1E1 I 1= I 1= 1E1 I I 4 -v I P�l I I 5E I lEd I I I =_I 5d I IE�] I JEJ 11, I M1 I 1= 1 I M I 1HE I Mi I I 4 I 1EE1 I 1E CONC WALL SEE STRUCT 11 1EEI I I DRAINAGE 5D I Mi I I�E� OVER FLUID I IE�El I APPLIED WP 12" x 24" PIGP CONIC SLAB ON DRAINAGE FILE-' .4 VAPOR RETARDER W1 FABRIC OVER 4" DRAINAGE WRAP FILL SEE STRUCT -10 '-all 15 R roll DIA A DRAIN 4.1 41 C C FTG A 4,d .8 E STRZUCT A 4. A WALL SECTION BLDG A r2 "II"NWALL SECTION 5L[:>G A SCALE: 3/4"=l'-O" \,A5.lJ SCALE. 3/4"=V-0" 1-1/4" GALVALUME MTL PREFIN MTL ROOF PNL OVER SAF FASCIA W1 CONT CLEAT 5/6" FRT PLYWD OVER SLOPE SLOPED P.T. 2x8 BLKG DN 1/2:12 01114201 -411 MVT/STUD PREFIN MTL GUTTER 1-1/2" EIFS (R-5.71) 01 21-411 1 MTL FRAMING: 1-1/411 GALvALUME MTL SEE STRUCT 1 1/2 WALLPANEL EIFS BAND 1 1/2 EIFS DENTI BEYOND 1-1/2" EIFS (R-5.1) ALS OVER rv/a" GYP SPEATPG SLOPE 3. 11 1 .10 it n—nnnnnnnnnnum. PREFIN SUPPORT PREFIN ALUM CANOPY SYSTEM CA �20,NOPY SUPPORT - SEE STRUCT 3" EIFS BAND MTL PURLINS�:j SEE STRUCT PIREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM - W1 TPEF�MAL BLOCKS AND BATT INSUL (R-30) SEE STRJJCT STL TUBE SEE STRUCT MTL LINER PNL OVER 6" MTL STUDS W1 BATT INSUL (R-IS) - SEE STRUCT MANUF STONE VENEER OVER MORTAR OVER LATP AW5 OVER 5/5" SPEATPG LAP AW15 OVER WEEP SCREED FLANGE FOUNDATION WEEP SCREED CONC SLAB ON MTL EXT CONC- DECK SEE STRUCT SEE CIVIL SLOPE 2ND FL , EEI I F1 I Ed STEEL ANGLE 4 SEE STRUCT I M I 1E I 'I — = L A I 1E 4 . HE 1 1��j 1 =1 I 1=1 1 I JEEI I 1= �1 I IEEI 1 I lEd I 1E El I Ed I I I -- I =1 I Ed 1EI I I- I I 1EE1 I I-- 4 4 CONCWALL I Mi I SEE STRUCT I I IEI I 4 DRAINAGE 5D I M1 I F� OVER FLUID Ell I Ed I APPLIED WP 4L 12" x 24" PIGP I-L. A CONC SLAB ON DRAINAGE FILE�_ VAPOR RETARDER W1 FABRIC 4 OVER 4" DRAINAGE WRAP FILL SEE STRUCT R 6" DIA 4 DRAIN 4 CONC FTC, 4 Al SEE STI;WCT WALL SECTION 5LDG A A5.1 SCALE: 3/411=11-oll PREFIN MTL COPING SYSTEM SAF OVER PT LSL----\ Q E IFS COF;45ELL ING-` EIFS REVEAL 1-1/2" EIFS (R-51) AWB OVER 5/8" GYP SPEATPG 3" EIFS BAND 1-1/4" GALVALUME MTL WALL PANEL Fl;;EIFIN MTL SLOPE FLASPG 3"do, MTL PURL INS - SEE STRUCT PREFIN TRAPEZOIDAL SEAM R0OFG SYSTEM W1 TPERMAL---A BLOCKS AND BATT INSUL (R-30) SEE STRUCT ACOUSTICAL PNL CLG SYSTEM 5/8" GYP 5D OVER ro" MTL STUDS W1 BATT INSUL (R-1'5) SEE STRUCT 1 �i MANUF STONE VENEER OVER MORTAR OVER LATP AW5 OVER 5/8" 611;`T:p:� SPEATPG LAP AW5 OVER WEEP SCREED FLANGE FOUNDATION WEEP SCREED C ONC SLAB ON MTL EXT CONC- DECK SEE STRUCT SEE CIVIL SLOPE �Efl I EEd I IEEE STEEL ANGLE =1 =1 I E�i 1 4 SEE STRUCT 1E1 I I I 1= I V 1 1=1 I I JEE1 I I]E Ell I 1E1 I I 1E1 I I= 1 --I I U 4 1E Ed I lEd I A 4 CONCWALL SEE STRUCT I M I El I 1EEI I DRAINAGE 5D I Mi I 1E 4 OVER FLUID --,Ed I 1EA I APPLIED WP -- I 1;4= 12" x 24" PIGP CONIC SLAB ON DRAINAGE FILE' VAPOR RETARDER W1 FABRIC OVER 4" DRAINAGE WRAP FILL SEE -10'- 1311 4 I-ST FLR 6" DIA DRAIN 4 4 CONC F SEE ST CT d 4 WA 4 LL SECTION — 5LDG A A5-1) TCALE: 3/411=11-oll PREFIN MTL COPING SYSTEM 5AF OVER PT LSL-----\\ T/ST-UD— Q EIFS CORBELL ING 1-1/2" EIFS (R-51) — AW5 OVER 5/V GYP SPEATPG 3" EIFS BAND V-0" PEAD LAP WRZ MIN 3" OVER PREFIN MTL FLASPG SEALANT OVER ROD- - ALUM STOREFRONT SYSTEM SEALANT OVER ROD PREFIN ALUM SILL PAN FLASPG SLOPE 3"do, MTL PURLINS - SEE STRUCT -:j PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 TPERMAL— BLOCKS AND BATT INSUL (R-30 - SEE STRUCT 5/8, GYP 5D OVER roll MTL STUDS W/ BATT INSUL (R-Ic5) SEE STRUCT ACOUSTICAL PNL CLG F-5YSTEM STL TUBE -SEE STRUCT 2x 5LKG 311 EIFS 5ULLNOSED SOLID BAND SUWACE SILL - — - - -SILL MANUF STONE VENEER OVER MORTAR OVER LAT AW5 OVER 5/6" GYP SPEATPG LAP AWB OVER WEEP SCREED FLANGE FOUNDATION WEEP SCREED CONIC SLAB ON MTL EXT CONC- DECK SEE STRUCT SEE CIVIL 01-011 SLOPE STEEL ANGLE SEE STRUCT I �E < lEd I E I M I E 4 4 I Md I �E 4 A . 1_ El I JEEI I I 1=1 I 1- Ell I M I M I CONIC WALL SEE STRUCT 4 A I MI I DRAINAGE 5D 4 OVER FLUID I M1 I APPLIED WP N4 12" x 24" PIGP CONIC SLAB ON DRAINAGE FILE' VAPOR RETARDER W1 FABRIC OVER 4" DRAINAGE WRAP FILL SEE STRUCT 4 R roll DIA 4 DRAIN C, C FTG 4 SE STRUCT A, 4 WA ILL SECTION — 5LDGs A A5.1 SCALE: 3/411=11-011 Lu :U:J:) [if Lu o ui U�_j m ZD -wi 0� z 3: < < w o -i Lu Lu _j >_ Lou- < En o- < w c/) __j L'i < w j 0 LL u m < Fu-- o 0, oz yo, o < ()� Dz < m m o ozzwDo 3:to O�L!jLun < Fn -0::) Lu zo Iz- (i /) , t 2 8 F,-) L01- :0� u- z u) 0 0 z Lu U Z Z Lu 00 0 -_ 0 ui u D Z >- LU [-u CL 1r Lzu lu- - Lu D, �fl In " G �0_` 11 L"i 15 8 1u_ 0 Q 0 0 Lu Lu _u u , LL --ii z < < Lij a- 0 Lu 2� I- F-- Q� Lu U u) a- = Lu - < - Lu < Lu Lu Q� = LLI (-) u LLJ i-u u < ir Lu cr o� z - Lu I cf) U u I UY ISSUE: FOR CONSTRUCTION REVISIONS: ER COMM[ENTS 12-6-19 OWN PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER Lu > PIREFIN MTL COPING SYSTEM SAF OVER PT �T, 5-fou- C—) VARIES E IFS CORBELLING--" 1-1/2" EIFS (R-51) AWB OVER 5/8" GYP SHEATHG 3" EIFS BAND 1 1/24 HEAD I LAP WRB MIN 3" OVER PREFIN MTL FLASHG SEALANT OVER RO ALUM STOREFRONT SYSTEM SEALANT OVER ROD PREFIN ALUM SILL PAN r-LAS14G 31, EIFS BAND L MANUF STONE VENEER OVER MORTAR OVER LATH AW5 OVER 5/6" GYP SWEATWG PREFIN MTL PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL --- BLOCKS AND BATT INSUL (R-30) - SEE STRUCT MTL LINER PNL OVER ro" MTL STUDS W1 BATT INSUL (R-113) SEE STRUCT STL TUBE - SEE STRUCT P.T. 2x el -Kra 1-5/8" 20 GA MTL FRAMG 6 16" O.C. W1 BATT INSUL CONC SLAB ON MTL DECK SEE STRUCT 1/2" JOINT FILLER 2ND FLR EXT CONC- > 6 E QVIL 4 \,--STEEL ANGLE . . . . . . . 4 SEE STRUCT 4 VARIES LEDGE I IEEI I I- 4 I Ed I 1 — =1 4 El I lEd I I IEEI I I— lEd I CONC WALL SEE STRUCT I Mi I IE M I DRAINAGE BD 6 OVER FLUI I �IE APPLIED WP 4 12" x 24" HIGH A DRAINAGE FILL-- CONC SLAB ON VAPOR RETARDER W1 FABRIC OVER 4" DRAINAGE WRAP FILL - SEE STRUCT IST FLR 4 roll DIA 4 DRAIN 4 CONC FTG SEE STRUCT ��i WA LL SECTION 5LDG A A52) SCALE: 3/4"=V-0" Lu, I w PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL BLOCKS AND BATT IN5UL (R-30) SEE STRUCT PREFIN MTL GUTTER LP MTL CLOSURE MTL EAVE TRIM, 1-1/2" PREFIN WOR TAPERED RIB MWP WR5 OVER Ill INSUL SWEATWG (R-4) -SLOPE MTL F:4JRLINS - SEE STRUCT — PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL BLOCKS AND BATT INSUL (R-30) - SEE STRUCT PREFIN MTL GUTTER LF MTL CLOSURE MTL EAVE TRIM 1-1/2" PREFIN VERT TAPERED R15 MWP WR5 OVER Ill INSUL SHEATHG (R-4) SLOPE 3.00. MTL PURL INS - SEE STRUCT PREFIN MTL COPING SYSTEM SAF OVER PT N- VARIES Eir-s CORBELLING 1-1/2" PREFIN VERT TAPERED R15 MWF WR5 OVER I" IN5UL SHEATW-z (R-4) PREFIN MTL BLOCKS AND BATT INSUL (R-30) - SEE STRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL — BLOC" AND BATT INSUL (R-30) - SEE STRUCT PREFIN MTL GUTTER �T-0;_ L P MTL CLOSURE 1= MTL EAVE TRIM 1-1/2" PREFIN VERT TAPERED RIB MWP WR5 OVER I" INSUL SHEATHG (R-4) SLOPE MTL PURLINS - SEE STRUCT — HOR MTL FRAMG TO HOP, 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 GA a 5'-4" O.C. VERT GA 0 5'-4" O.C. VERT GA a r2'-4" O.C. VERT GA o 51-411 O.C. VERT MAX W1 2x2x14 GA MAX W1 2x2x14 GA MAX W1 2x2xI4 GA MAX W1 2x2x14 GA CLIPS AND (4) 010 TEK CLIPS AND (4) 010 TEK CLIPS AND (4) 010 TEK CLIPS AND (4) 010 TEK SCREWS SCREWS S C RE W 6 INN '\—MTL LINER PNL OVER MTL LINER PNL OVER )41�-MTL LINER PNL OVER ih�—MTL LINER F`NL OVER ro" MTL STUDS W1 ro" MTL STUDS W1 6" MTL STUDS W1 roll MTL STUDS W1 BATT INSUL (R-113) BATT INSUL (R-I'B) BATT INSUL (R-Ilb) BATT INSUL (R-Ic3) SEE STRUCT -SEE STRUCT SEE STRUCT SEE STRUCT 3" EIFS BAND CONC SLAB ON MTL DECK SEE STRLICT 2ND FLR MANUF STONE VENEER 4 OVER MORTAR OVER \—STEEL ANGLE LATH < SEE STRUCT =1 1/2" JOINT FILLER 4 > ;5 EXT CONC- tu SEE CIVIL SLOPE ul d) "d 4 I I 1=1 I MI VARIES LEDGE Ei 1 I IE1 Ed I I NE 4 < —=I I M 1 OVER FLUIr I I= 4d 'd APPLIED WF 12" x 24" HIGH 4 CONC SLAB ON DRAINAGE FILE' 4 VAPOR RETARDER W1 FABRIC OVER 4" DRAINAGE WRAP FILL - SEE STRUCT IST FLR A A < roll DIA DRAIN .d CONC FTG SEE STRUCT r2 WALL SECTION 5LDG A A51J SCALE: L'u' -q > LAP WR5 MIN 3" OVER PREFIN MTL FLASWG 3" EIFS BAND c: c 2ND FLR CA -I,-- MANUF STONE VENEER OVER MORTAR OVER LATH AW5 OVER 5/8" G) c w tu SHEATHG c c c VARIES c T/WALL MANUF STONE VENEER OVER MORTAR OVE LATH <4 1/2" JOINT FILLER A EXT CONC- SEE CIVIL SLOPE 4 . CONC SLAB ON MTL DECK SEE STRUCT \--STEEL ANGLE SEE STRUCT VARIES 2j LEDGE I Ed 1 4 4 CONC WALL 1=1 ME I 1 IE ISEE STRUCT I IEEI 1 Mi I I I — DRAINAGE 5D El I MI I OVER FLUir-> APPLIED WP 12" x 24" HIGH CONC SLAB ON DRAINAGE FILE' VAPOR RETARDER W1 FABRIC OVER 4" DRAINAGE WRAP FILL - SEE STRUCT IST FLR If/ A ell, DIA DRAIN CONC FTG 4 SEE STRUCT 4 O�3� WALL SECTION 5LDG A ASIJ SCALE: 3/4"=V-0" tu > Lu W- -q > LAF` AW5 MIN 3" OVER PREFIN MTL FLASI-IG DRAIN CONC FTG SEE STRUCT 4 M. WALL SECTION 4 A5.2J SCALE: 3/4"mV-0" CONC SLAB ON MTL DECK SEE -STRUCT STEELANGLE SEE STRLIC-T CONC WALL SEE STRUCT CONC SLAB ON VAPOR RETARDER OVER 4" DRAINAGE I 2A LAF` WRB MIN 3" OVER PREFIN MTL FLASWa LR 3" EIFS BAND Leo AM OVER 5/8" GYP SWEATWG CONC SLAB ON MTL DECK SEE STRUCT 3" EIFS ACCENT BAND MANUF STONE VENEER OVER --ill MORTAR OVER LATH AW15 OVER 5/8" GYP T E 0 0 1A V V N E E D R ER ER G SHEATWG 3 0 P LAP AW5 OVER WEEP FL SCREED FLANGE r10 WE CONC SLAB ON FOUNDATION WEEP VAPOR RETARDER SCREED OVER 4" DRAINAGE EXT CONC- FILL - SEE STRUCT- SEE CIVIL A SLOPE z 4. FLR -;E1T CONC FTG .. �=- I i= i r= i r= —1 SEE STRUCT ---- WALL SECTION - 5LDG A \,A52 SC -ALE: 3/4--cl'-O" w u ,u (D uj uj 0 'w 1,u) �uj 0 ��; --mu W �o -i < Z Lu U) c/) a- - Lu z < Lu Lu D -j �o LL- 000 0 C, (n I:M<(/)u crz 'w) F-- z < < 0 CL af cy Lu 0 Z D 0 0 ui 0 < 0 01--Ex Z I-- = -0 U) 0 Z c/) LU Z Z 0 F- 0 0 - W LU a- X D Uj ZW W w- < ui �- n �- 0 ui m - Z U) Ch CL U 0 u 0 OLL-i =<z 0 0 ui cr ui uj u z u- _j 0 U CL 0 0 w cr F-- a- I-- (h z < E < Lu O� UJ u a- — Lj — < cl- uj < uj W Lu U uj �- E UJ U < = x ui cu)� owf F- < z ��; uj = 1/) X F- < cc < a- FI) 6 o F-- 5 F-- E V bfi 1w 0 4-j . r-4 u IA w ul ISSUE: FOR CONSTRUCTION REVISIONS: 12-6-19 OWNER COMMENTS PROJECT NUMBER 201812 DATE 4-3-19 PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL — BLOCKS AND BATT INSUL (R-30) - SEE STRUCT PREFIN MTL GUTTER TOS-LP MTL CLOSURE MTL EAVE TRIM 1-1/2" PREFIN MTL HORIZ TAPERED RIB WALL PNL WR5 OVER V INSUL SHEATHG (R-4) LAP WR5 MIN 3" OVER PREFIN MTL FLASWG �A W-' 2ND FLR 3" EIFS 5AND 1-1/2" EIFS (R-5.1) AWB OVER 5/8" GYP SHEATHG 3" EIFS ACCENT BAND D MANLIF STONE VENEER OVER MORTAR OVER LATH m W C .syP AW5 OVER 5/8" GYP SHEATHG --� 0 � ER WE� r LAP AW5 =P SCREED FLANGE FOUNDATION WEEP SCREED EXT CONC- SEE CIVIL LOPEX SLOPE FLR I CONC FTG SEE STRUCT SLOPE MTL PURL INS - SEE STRUCT FIREFIN MTL COPING SYSTEM SAF OVER PT T/STUD sAr- OVER P.T. 2X LAP MIN P OVER EIFS, 4 PNL VARIES 1-1/4" PREFIN VERT RIB MWP WR5 OVER I" IN5UL SHEATHG (R-4) 1-1/4" GALVALU!"IE MTL WALL PANEL PREFIN MTL FLASWG MTL PURL INS - SEE STRUCT PREFIN TRAPEZOII--)AL SEAM ROOFG SYSTEM W1 THERMAL 5LOCK.5 AND BATT INSUL (R-30) - SEE STRUCT PREFIN MTL COPING SYSTEM SAF OVER PT LSL T/STur-> sAF OVER P.T. 2X LAP MIN I" OVER EIFS, 4 PNL VARIES TOS-RAKE 1-1/2" PREFIN VERT R15 MWP WR5 OVER I" INSUL SWEATHG (R-4) 1-1/4" GALVALUME MTL WALL PANEL PREFIN MTL FLASWG 15 +T''INSUL (R-30) - SEE STRUCT LINER PNL OVER DS W1 ro" MTL STUr BATT IN-SUL (R-le) - SEE STRUCT MTL CLOSURE 14'- 0 TOS, HP PREFIN MTL EDGE TRIM 1-1/2" PREFIN MTL HORIZ TAPERED Rle WALL PNL WR5 OVER I" INSUL SWEATHG (R-4) SLOPE :10 MTL PURL INS' SEE STRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL BLOCKS AND BATT INSUL (R-30) SEE STRUCT WOR MTL FRAMG TO 2�== HOR MTL FRAMG TO WOR MTL FRAMG TO WOR MTL FRAMG TO MATCH STUD SIZE AND MATCH STUD SIZE AND MATCH STUD SIZE AND MATCH STUD SIZE AND GA * 5'-4" O.C. VERT GA a V-4" O.C. VERT GA 0 V-4" O.C. VERT GA 0 V-4" O.C. VERT MAX W1 2x2xl4 GA MAX W1 2x2xl4 GA MAX W/ 2x2xl4 GA MAX W1 2x2xl4 GA CLIPS AND (4) W TEK CLIPS AND (4) 010 TEK ---- CLIPS AND (4) *10 TEK CLIPS AND (4) 010 TEK SCREWS SCREWS FN SCREWS SCREWS —MTL LINER PNL OVER 6" MTL STUDS W1 BATT INSUL (R-lB) - SEE STRUCT ONC SLA5 ON MTL DECK SEE STRUCT A j A- 4 CONC, SLAB ON VAPOR RETARDER OVER 4" DRAINAGE FILL - SEE STR.UCT- ON' 111W PREFIN MTL TRIM R 1-1/4" PREFIN VERT R15 MWP WR5 OVER P INSUL SHEATWG (R-4) 1/2" EXP JT FILLER AT- CONC PAVG EXTERIOR PAVG SEE CIVIL -SLOPE IST FLR I CONC FTG SEE STRUCT "*�MTL LINER PNL OVER (o" MTL STUDS W1 BATT INSUL (R-1'3) - SEE STRUCT CONC SLA5 ON MTL DECK - SEE STRUCT d 4 WOR MTL FRAMG TO MATCH STUD SIZE AND GA 0 5'-4" O.C. VERT MAX W1 2x2xl4 GA CLIPS AND (4) 010 TEK SCREWS CONC, SLA5 ON VAPOR RETARDER OVER 4" DRAINAGE FILL - SEE STRUCT- PREFIN SUPPORT PREFIN ALUM CANOPY SYSTEM �2NC>�i=LR FIN FLR 1-1/4" rKt--t-lN Yt=Kl R15 MWP WR5 OVER I" INSUL SHEATWG (R-4) gmd=�J--lkl CONC FTG SEE STRUCT CONC SLA5 ON MTL DECK SEE STRUCT STL TUBE SEE STRUCT P.T. 2x 5LKG CONC SLAB ON VAPOR RETARDER OVER 4" DRAINAGE PREFIN MTL TRIM 2ND FLR 1-1/4" PREFIN VERT R15 muip WR5 OVER V INSUL SWEATWG (R-4) - 1/2" EXP JT FILLER A CONC PAVG EXTERIOR PAVG SEE CIVIL SLOPE IST FLR 1 CONC FTG SEE STRUCT MTL LINER PNL OVER V' MTL STUDS W1 BATT INSUL (R-lB) SEE STRUCT VCONC SLA5 ON MTL DEC< SEE STRUCT -7--A 4 HOR MTL FRAMG TO MATCH STUD SIZE AND GA is 5'-4" O.C. VERT MAX W1 2x2xI4 GA CLIPS AND (4) 010 TEK SCREWS CONC SLAB ON VAPOR RETARDER OVER 4" DRAINAGE FILL SEE STRUCT )I)j .6 =1 I M I P, ui w u) of u !, co D uj uj 0 ui u- c ZD U-ii a z 3: Fj Lo cr I<-- Z < < -i >- uj uj 0 _j <z u U) Q- u- uj < m a < Luui U) < uj U) ui 0 LL U F- = = U) -j �-- o o 0 0 cn F-- — m < cn u a Z uicr [--:i=�--<(rD<mcLo 2 D o o I-- a yj I , < (D F1 -) u) = 0 Z c/) LU Z Z P cf) p 0 0 0 LL 0 U — f ui F--- — U 0 U) U-Z3:ao�-bu)o zuj�-- 0- DUZF--ZLU M �D 0 uj z u Z uj U) z >- W w a- a D w uwcr a=)=)- < ui �- c� �-- 0 ui m - z cl) c/i aa-you uo_i T-<z 0ou-jawuj zu--Jc)ua-O(D o� t a- F- a z < a W U z 0- - w - < - < 5 < a U) = = 0- uj < uj w w u Ir w �-- z Fr W. U < Z Lu 0 of =-rawcha < < m < a- Fl) 0 0 i= > P E 3: E al CTS u u ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUM13ER A503 WALL SECTION 5LOG A r2 -N WALLSECTION 5LDG A A5-3 SC -ALE.- 3/4"=V-011 �A5-3 SCALE-. 3/4"=I'-O" WALL SECTION - 5LDG A SCALE. 3/4"=V-0" o-� WALL -SECTION 4 A5-3) SCALE: 3/4"=V-0" VA m MTL CLOSURE 14' 0" —Wf:, PREFIN MTL EDGE TRIM 1-1/2" PREFIN VERT TAPERED RIB MWP WR5 OVER I" INSUL SWEATW.s (R-4) - PREFIN MTL TRIM 1-1/4" PREFIN VERT RIB MWP WR5 OVER I" INSUL SWEATWG (R-4) - 1/2" EXP JT FILLER A CONC PAVG EXTERIOR PAVG - SEE CIVIL SLOPE IST FLR I CONC FTG - SEE STRUCT SLOPE MTL PURL INS, SEE STRLICT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL BLOCKS AND BATT INSUL (R-30) - SEE STRUCT PREFIN MTL RAKE TRIM VARIES TOS-RAKE 1-1/2" PREFIN VERT TAPERED RIB MWF WR5 OVER V INSUL SPEATHG (R-4) - MTL CLOSURE -SLOPE dmu u M ah MTL PURLINS - V-j TOS - WF SEE STRUCT PREFIN MTL EDGE PREFIN TRAPEZOIDALSEAM TRIM ROOFG SYSTEM W1 THERMAL MTL PURLINS BLOCKS AND BATT INSUL (R-30) SEE STRUCT A - SEE STRUCT PREFIN TRAPEZOIDAL \SEAM .rut==t� ROOFG SYSTEM W1 THERMAL BLOCKS AND BATT INSUL (R-30) - SEE STRUCT 1-1/2" PREFIN MTL HORIZ TAPERED RIB WALL PNL WR5 OVER I" INSUL SHEATHG (R-4) — PREFIN MTL RAKE TRIM VARIES v � 1-1/2" PREFIN VERT TAPERED R15 MWP WRI5 OVER V INSUL SHEATHG (R-4) - 1— — — I — . — I — '--I- � I5LO0<S AND BATT INSUL (R-30) - SEE STRLICT WOR MTL FRAMG TO 14OR 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 GA 0 rp'-4" O.C. VERT GAS rp'-4" O.C. VERT GA * 5'-4" O.C. VERT GA a 5'-4" O.C. VERT MAX W1 2x2xI4 GA MAX W/ 2x2xl4 GA MAX W1 2x2xl4 GA MAX W1 2x2xl4 GA CLIPS AND (4) 010 TEK CLIPS AND (4) 010 TEK CLIPS AND (4) 010 TEK CLIPS AND (4) 1010 TEK SCREWS SC-REWS III) SCREWS ;FSCREWS MTL LINER PNL OVER )'-----MTL LINER PNL OVER )-,-MTL LINER PNL OVER 'l—MTL LINER PNL OVER Co" MTL STUDS W/ ro" MTL STUDS W1 6" MTL STUDS UJ/ 6" MTL STUDS W1 BATT INSUL (R-IS) - BATT INSUL (R-M) - BATT INSUL (R-IS) - BATT INSUL (R-IS) - SEE STRUCT IN ) SEE STRUCT IN ) SEE STRUCT SEE STRUCT ONC SLAB ON MTL ECK SEE STRUCT A WOR MTL FRAMG TO MATCH STUD SIZE AND GA 0 5'-4" O.C. VERT MAX W1 2x2xl4 GA CLIPS AND (4) 010 TEK SCREWS CONC SLAB ON rVAPOR RETARDER OVER 4" DRAINAGE FILL - SEE ISTRUCT PREFIN MTL TRIM 01011 1-1/4" PREFIN VERT R15 MWP WR5 OVER P INSUL 514EATWG (R-4) - 1/2" EXF JT FILLER AT- CONC PAVG EXTERIOR PAVG SEE CIVIL SLOPE 15T FLR I CONC FTG - SEE STRUCT CONC SLAB ON MTL DECK - SEE STI;;IJJCT 4 0 -4 WOR MTL FRAMG TO MATCH STUD SIZE AND GA 6 5'-4" O.C. VERT MAX W/ 2x2xl4 GA CLIPS AND (4) 010 TEK SCREUro CONC SLAB ON VAPOR RETARDER OVER 4" DRAINAGE FILL SEE STRUCT lie Ell 11-1, "i Lu %j w w 0 PREFIN MTL TRIM 01-011 2ND FLR 1-1/4" PREFIN VERT R15 MWP AW5 OVER P INSUL SHEATHG (R-4) - CONC SLAB ON MTL DECK - SEE STRUCT 4 4 4 �—STEEL ANGLE SEE STRUCT MTL LINER PNL. OVER ro" MTL STUDS W1 BATT INSUL (R-1'5) - SEE STRLICT VARIES . ri 4 EXT CONC- SEE CIVIL .4 SLOPE CONC WALL DRAINAGE 5 SEE STRUCT OVER FLUID APPLIED LUP 12" x 24" HIGH 4 CONC SLAB ON DRAINAGE FILL VAPOR RETARDER W1 FABRIC . d-V OVER 4" DRAINAGE WRAP FILL SEE STRUCT IST FLR ro " r0 I A DRAIN .4 4 4 C,ONC. FTG SEE STRUCT - 'd 7r PREFIN MTL TRIM CONC SLAB ON MTL DECK - SEE STRICT ah 0'-0" Wj 2ND FLR STEEL AWGLE SEE STRUCT EXT CONC- SEE CIVIL CONC WALL SEE STRUCT CONC SLAB ON VAPOR RETARDER OVER 4" DRAINAGE CONG FTG SEE STRUCT ui w W cl� —u C/) ry w =) LU 0 UJ 0 LU U_ V) 0 Z -J of z 3: — —a< z < - W W 0 --1 < u cf) -i LL w zwu) -i Lu IL :E < En o� < Lu z < w ui 0 LL (D = = _j C:) o 0 co U Z L.Li < < < 0 a - a L, 0 QzzDo 3:to w in o—<oE-,5z D U) F-- E 0�� z �— = V) 0 Z W W Z Z — 0 2� V) , F- — 0 F-- o o F < u — LLJ — 0 Ll- 0 cf) LL- Z cn w zw- 0— D u z z w co F- z Z LLJ 7- �-- cf) U z D w w U I �i�-- a u 0 0 -) ch LLJ — cy ::) =) - LL Z < I-- u < Lu �- 0 �- o W m — z V) cfi (If CL u 0 u c� Q LL- -i = < z Q I uj u Z LL -i U [L 0 (D ui —w— — 0 w (/) :E 0- LLJ Lu < Of LLJ Lu U U Lu Lu U F-- < Of W Of Q� < z = CQ < m < 0- C) o L>,j P 0 v P-S A k-"4 ct cd 0 CAI 0 0 o 0 u u U ut IA vj u IA k ISSUE: FOR CONSTRUCTION REVISIONS: 2�, 12-6-19 OWNER COMMENTS PROJECT NUMBER 201812 DATE 4-3-19 I I SREET NUMBER I I i� WALL SECTION — A5.4) SCALE: 3/4"zl'-O" sl "—� WALL SECTION — 2 A5.4) SCALE: "A. WALL SECTION — 5LD(3 A A5-4) SCALE: 3/4"zl'-O" WALL SECTION — 5LCo>(3 A A�-4 SCALE: 3/4"=V-011 PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM 111 THERMAL BLOCKS AND 2" VINYL FACED BATT INSUL PREFIN MTL SLOPE GUTTER VARIES - SEE ELEV LP 'LO r (:� BAN -ACESL AT P V MTL CLOSURE MTL EAVE TRIM PREFIN HEADER MTL PURLINS "I PANEL 0� SEE STRUCT �MTL LINER PANEL OVER 4" MTL STUDS PREFIN MTL CLOSURE SEE STRUCT TRIM PREFIN MTL OW COILING DOOR 1/2" EXP JT FILLER AT CONIC FAVG CONC SLAB ON EXTERIOR PAVG - VAPOR RETARDER SEE CIVIL ___ OVER 4" DRAINAGE FILL SEE STRUCT V 0) LF I �1 Q�TIN FLR �a _PE I IEEI I 1—= 1EEI I ITI I I—=' 117 71 I --I I MI I IE::1, CONIC FTc.$ - I I M1 I IF SEE ISTRUCT 1— 11111-- WALL SECTION 5LDG 5—F \,Ab-5) SCALE: 3/4"mV-01" MTL CLOSURE VARIES - SEE ELEV TOE, - HP PREFIN MTL EDGE TRIM PREFIN HEADER PANEL PREFIN MTL CLOSURE TRIM PREFIN MTL 014 COILING DOOR PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM 111 THERMAL BLOCKS AND 2" VINYL FACED BATT INSUL SLOPE 3":10' 1 MTL f=`URL INS - SEE STRUCT 0 MTL LINER PANEL OVER 4" MTL STUDS SEE STRUCT 1/2" EXP JT FILLERAT C,�ONC FAVG CONC, SLAB ON EXTERIOR FAVG VAPOR RETARDER SEE CIVIL OVER 4" DRAINAGE FILL SEE 5TRUCT LO!!r= =_�d I M 1 44 CONC. FTG - SEE 5TRUCT —FrT rT rrFr F1 r= 1 1= I 1= FI[= WALL SECTION — 5LDG 5—F A55J SCALE: 3/4"=I'-0" F'REFIN MTL GUTTER VARIES - SEE ELEV _LP MTL CLOSURE MTL EAVE TRIM PREFIN FLUSH METAL FIER 1/2" EXP JT FILLER AT CONC PAVG EXTERIOR PAVG SEE CIVIL W-/FIN FLR I _KLOPE CONIC FTG - SEE STRUCT --- - I— I CONC SLAB ON VAPOR RETARDER OVER 411 DRAINAGE .1, --- ^-- — WALL SECTION — 5LD(3 5—F A55) SCALE: 3/4"=V-0" PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL BLOCKS AND 2" VINYL FACED BATT INSUL MTL CLOSURE SLOPE VARIES - SEE ELEv TOS, - PP PREFIN MTL EDGE TRIM ke/_ MTL PURL INS SEE STRUCT PREFIN FLUSH METAL FIER 1/2" EXP JT FILLER AT CONIC f=AVG CONIC SLAB ON EXTERIOR PAVG VAPOR RETARDER SEE CIVIL OVER 4" DRAINAGE FILL SEE STRUCT 01011 7 %,0FE 4 �4Z I CONIC F SEE STRUCT r&`� WALL SECTION 5LDG 5-1= \,A55) SCALE: 3/4"=V-0" j% VARIES ML-" TOS-FPAKE PREFIN MTL RAKE TRIM 1-1/4" PREFIN MTL WALLPANEL — PREFIN MTL BASE TRIM SET IN SEALANT 1/2" JT FAVG SEE CIVIL uo-0 !A %-,,FIN FLR ri me"'m E'''m r=,,,Fl PREFIN TRAPEZOIDAL SEAM MTL CLOSURE ROOFG SYSTEM W1 THERMAL BLOCKS AND 2" VINYL FACED BATT INSUL /1h VARIES - SEE ELEV TOS - PP Ulu u 11 uuuuuuuuuuuuu PREFIN MTL EDGE TRIM MTL PURL INS SEE STRUCT POR MTL FRAMG TO MATCH STUD SIZE AND GA o 51-411 O.C. VERT MAX UJ/ 2x2xI4 GA CLIPS AND (4) 010 TEK SCREWS MTL LINER PANEL OVER 4" MTL STUDS SEE STRUCT CONIC SLAB ON VAPOR RETARDER OVER 4" DRAINAGE FILL SEE STRUCT 7 4 7T_T =1 I MI I I_ —I CONIC FTG - I r SEE STRUCT I --=I I 1=_1 I 1=_1 I I=- r3-""\ WALL SECTION — �A55J SCALE: 3/4"=I'-O" PREFIN MTL PIER PREFIN MTL DOUN SPOUT _f= MTL COLUMN AND PARTITION PANEL (GALVALUME) I JAM5 PREFIN MTL COILING DOORAND TRACK HANDICAP ACCESS SLOPE- SEE STRUCT 1/2" EXP JT FILLER AT CONIC PAVG CONC, SLAB ON i EXTERIOR FAVG - VAPOR RETARDER SEE CIVIL SLOPE I III It OVER DRAINAGE FILL 2% MAX FOR 31 FIN FLR Ell I Ed I :: d 4 4 El WALL SECTION 5LDG 5—F A5BJ SCALE: 3/4"=I'-O" 1-1/4" PREFIN MTL WALL PANEL — PREFIN MTL BASE — TRIM SET IN SEALANT 1/2" EXP JT FILLER AT CONIC PAVG EXTERIOR FAVG SEE CIVIL 0# Oil -SLOP CONIC FTG - SEE STRUCT PREFIN TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THEWAL 5LOC" AND 2" VINYL FACED BATT INSUL SLOPE PURL INS - STRUCT POR MTL FRAMG TO MATCH STUD SIZE AND GA a 5'-411 O.C. VERT MAX W1 2x2x14 GA CLIPS AND (4) 010 TEK, SCREWS MTL LINER PANEL OVER 4" MTL STUDS SEE STRUCT A CONC, SLAB ON VAPOR RETARDER OVER 4" DRAINAGE FILL SEE STRUCT 4 4 '_� WALL SECTION 4 — 5LD(3 5—f= A55' J SCALE: 3/4,,=v-o-, PREFIN TRAPEZOIDAL SEAM RO0FG SYSTEM W1 THERMAL BLOCKS AND 2" VINYL FACED BATT INSUL PREFIN MTL GUTTER VARIES - SEE ELEV PRO uUEuf u tj Id Id Id u LF MTL CLOSURE MTL EAVE TRIM MTL PURLINS - PREFIN HEADER SEE STRUCT PANEL PREFIN MTL CLOSURE TRIM PREFIN MTL OW COILING DOOR 1/2" EXP JT FILLER AT UN r- V CONC SLAB ON EXTERIOR FAVG VAPOR RETA—RDOW- SEE CIVIL OVER 4" DRAINAGE 7i", FILL SEE STRUCT SLOPE FIN FLR I CONC FTG SEE STRUCT WALL SECTION IBLDG 5—f= SCALE: 3/4"zl'-O" MTL LINER PANEL OVER 4" MTL STUDS SEE STRUCT ui uj 0� c) ch w o ui 0 =) �w_ Q oz L—uj cl� z 3:GLf)c1f< Z>-E< < ujw2_jw<z u W co _j co cr < w i w 0- = z < I-- ui 0 , u I— _j J- U) < 0 0 0 < < Z C)� UJ 0 =D 0 3: I-_ 0 0_<ou5z D v)IEW z F__ U) 0 Z Z — 0:j < 0 — o C) 0 1-- u_ u- z 3: 1— — u 0 w C/) co z m (D 0 --,, ui Uz Z Z uj zw=�__ u z >- w w a- [if 5 U) = — I— O� W Lu uuj W_ Ir 3: of =) s U) 2 2 < 0� I.-_ U I-- < w I— c:l F-- o uj cn — Z (n QfcLuouC:)uou__j M:<z nowof WUJ Z LL _j c� U CL 0 (D ui cy- I-__ CL I__ a z < E < ui (y UJ U z U) CL — UJ — < E < cy LIJ w = cl� = a- Lu - < Lij - = 3: u U UJ I-- z Fr U-1 cu/) < af W ff cy < z Lu = < CD < a- 0 o ;--: 5 In a) Pill, n Na"i ct 4-a 7� 03 CA 0 0 ul ISSUE: FOR CONSTRUCTION REVISIONS: A 12-6-19 OWNER COMMENTS PROJECT NUMBER 201812 I I SHEET NUMBER I I A505 11 11 r I1__ '__� 4 DUMPSTE 1*16T�EALE- —114-=V-0- 5" O.D. STL TUBE POST FILLED W1 CONIC FORM CONIC CAP 6-311ro I.D. FORMED 4 r z LIGHT FIXTURE AT V-ro" ON UNISTRUT - SEE ELEC CLR F CORRIDORS - SEE DUCTS ABOVE MECP 5UF�31_AR 5ARS 10 1" �DO.C. A50VE HALLWAY AND UNIT PARTITIONS PREFIN MTL COILING DOOR FLUSH PREFIN MTL HEADER TYPICAL CORRIDOR SECTION SCALE: 1'-0" SLOPE 1/4"X-0" SEE CIVIL FOR PAVG (o " D IA STL PIPE 5OLLARD 6" SPLIT FACE CMU SEE STRUCT 0 STL FRAMED SWINGIN63 DOOR LOSURE FLAN LOCATE Mr=CW IN CORRIDOR AREA BETWEEN TOP OF UNIT AND 5TRUCT- UNIT NUMBER PLAQUE BY WALLWA' MFR - COOR. NUMBERING W1 OWNER SEMI-RECI FIRE XT11% CABT, EXC SURFACE t PIERS FLUSH PREFIN MTL HEADER FLUSH PREFIN MTL /_PIER N-M-00 a �FIN MTL _Iw_3 DOOR _w NOTES: 1. INTERIOR METAL PANELS TO BE V-4" HIGH. PROVIDE 5URSLAR BARS AT THE TOP OF: THE METAL WALL PANELS AT THE HALLWAY AND BETWEEN STORAGE UNITS. 2. WHEN BLDG 1.5 SPRINKLED AND THE LOCAL PIPE MARSHAL REQUIRES IT, DELETE BURGLAR 15ARS AND PROVIDE 2x2xlro GA WIRE MES14 W1 2x2x2O GA SUPPORT ANGLES ON A 5'xI0'GRID ACROSS T14E TOP OF STORAGE UNITS AT THE TOP OF METAL WALL PANELS, FOR PROTECTION OF SPRINKLER HEADS. /007N TYPICAL INTERIOR STORAGE UNIT Oil A5f0j 5CALE: No" V- UMPSTER FRONT SCALE: 1/4"-V-0" DIUMPSTER 51 A5-6) SCALE. 1/4"zV-0" 5'-1 3/4" _T5 24x3llro WELDED C3x4.1 PERIMETER GATE FRAME ON CHANNEL WELDED TO INTERIOR TUBE FRAME AND PREFIN MTL PNL LAPPED OVER FIREFIN MTLPANEL 1,14 1 STL WIW-sE WELDED TO GATE FRAME - j I I \ \1 8-311roll I.D. FORMED E =LTSTL COLLAR WELDED TO STL POST zz 8-311ro" ITD. FORMED / 7Z STL HINGE WELDED -sATE FRAME TO C 5-311ro" I.D. FORMIEED D STL COLLAR WELDED\ TO STL POST PAVING - SEE N N CIVIL co tz 11 11 1=1 I k I MI I MEI I IN I I I I - I I S I M I M .4 1=1 I 1- rf I I Ful 11 f I I IEEI I I IE I IEI I M I I Mi � I� 111 91@1111 4- 4 INVERTED C3x4.1 MI I IEEII d I I= CHANNEL AT GATE Q z I f IE1 I 50TTOM -I I 1EEI I r 4, 4 3/411 I.D. STL PIPE 4 Ed I IEI I IEI I I— EMBEDDED IN PAVING TO — '111 -I I IEI I F =LI RECEIVE STOP - LOCATE — AT CLOSED AND OPEN 11 JEJ I IE 4 .04 1 1=1 POSITIONS ILI 11=11[ CONC ENCASEMENT W1 -=I I MI ds El I 1=1 I' MIN S" COVER -14 4 4 4 CLR 'if i� DIUMPSTER GATE SECTION A510 I SCALE: 3/4"=V-0" LATCH AND HASP W1 PADLOCK 1/2 STL FIN STOP T.O. MASONRY 4" 5RIC JT REIN VERT - SLAB — CONC FTG SEE STRJCT K�a� DIUMPSTE �A5.6) SCALE: 37--r-o-, CK ROWLOCK rOND T.O. MA50NRY --FIN MTL PNL P-1) OVER 5TL �)R FRAME T-1) POST (FNT-1) SLAB VATION 'BRICK ROWLOCK '5RK-1) T.O. MASONRY �PLIT FACE CMU 1CMU_I) �TL POST (FNT-1) VATION NCL SECTION FLUSH PIREFIN MTL HEADER FLUSH PREFIN MTL PIER PREFIN MTL COILING DOOR W/ ELECTRIC OPERATOR --ro"xe" ADA COMPLIANT SIGN W1 ISA PICTOGRAM, "ACCESSIBLE" RAISED CHARACTERS, AND ACCESS15LE" BRAILLE C(I C-4 LOOP X z \-ELECTRIC OPERATOR CONTROL GRASPABLE SLIDING BOLT LATCH W1 STRAP AND 6" DIA NOTES: 1. PROVIDE HANDICAP ACCESSIBLE STORAGE UNITS WHERE INDICATED ON PLANS BY THE SYM5OL: 2. DETAIL 15 FOR ACCESSIBLE UNITS WITH COILIWG DOORS. FOR ACCESSIBLE UNITS WITH SWING DOORS, PROVIDE BOLT STRAP AND &"xe" ADA COMPLIANT SIGN,. PAN DICAP ACCE5815LE UNIT A5-6) SCALE: 3N." V-0" TRAPEZOIDAL SEAM ROOFG SYSTEM W1 THERMAL BLOCKS + VINYL FACED INSUL (R-32) SLOPE PREFIN MTL CLOSURE PREFIN MTL Z"—GUTTER TOS-1 P 1-1/4" GALVALUME MTL WALL PANEL '*-I-MTL PURLINS SEE STRUCT MTL FRAMG W1 5ATT /_PREFIN MTL FLASW_% INSUL (R-le) SEE STRUCT 3/4" EIFS REVEAL VARIES /4 TOS_R4KE 11/2 E IFS 5ATT UUUULQUUUUUUQUUQ Emu UM 3 MTL PURLINS SEE ROOF STEF SECTION _If=S REVEAL io r12 SCALE: 3/4"zl'-O" A5-6 SCALE. 3" V-0" —ROUNDED CAP 150LLARD COVER 4 6" DIA STEEL PIPE 50LLARD FILLED W/ CONC 4 SQUARE FORMED ccl CONIC TOP a FAVIWG - SEE CIVIL 21-014 SQ COL MTL LINER FNL OVER STL TUBE COLUMN - 4 ------ ro" MTL STUD$ W1 BATT SEE STRUCT 777— — — — INSUL (R-1e) - SEE 31IX3" STL TUBE W1 -111— —1 I IE1 I M I I— III STRUCT rv"x5" STL PLATE - SEE STRUCT IEE �A 4 =-I I I— I I M %Q z COL Ion Ed I I- ul M90 r Ell I I= El I 1=1 I JEEI I 1 4 1— _CONC M/ ENCASEMENT W/ MIN roll cq -1/2" EIFS (R-5.1) SEAL TUBE TO WRI5 W1 COVER I FLEXIBLE SAF S I I-- AW5 OVER 5/8" GYP SEALANT OVER ROD =1 I MI 11111M I 'a - SWEATHG TAPE _sr— MI I 1-- z EI I M (o"x&" PLATE BY . . . . . . . . CANOPY MFR 4 __ TILI SUPPORT ROD BY CANOPY MFR -11--DIA MIN 50LLARD DETAIL ri-i"N CANOPY 5 UFFORT FLAN DTL A5fO) SCALE: .3/4-'zI'-0" �1*10J SCALE: .3/4"cl'-O" METAL STUD AW5 OVER 5/8" GYP W1 5ATT INSUL SWEATWG -7 INSULATION 50ARD R/ /4 CLOSED CELL BACKE L3 E IF$ BASE COAT ROD AND SEALANT EXPANSION JOINT �4� DETAIL AT EIFS SCALE.- 3" V-0" (3C TO PROVIDE EXPANSION JOINTS PER INDUSTRY STANDARD APPROX. A5b SCALE: 3/4"=V-011 uj 0 UJ U- cn D �Lu uj Of z G cn of < _j < U-0- <z >, 6 _j L < uj U) z < 0 LLI cn __j u, j �, -M - I__ 0 LL. U F— �2 oj--, F- i- Ln 1.- 0 0 0 'j, I U Lu <r < 0 z 0 =)o ��:-o 0 K<oFoz D w I, z z Zolj�'-006 1--LD < I_ ou 10- U- 0 U_Z�Qr_-N�_-oww =w-- 00 (D W:D uz z I__ z w M z >_ w u_j wz 'u 'u/j, �i , 1,� "n < 0� =) =) - G_ z < w , 8 'u Q� M u 0 3 0 i Z' C�OLUCJ�ujw Zu__jouQ_o(D Lu Cr I-- M i- Ir z < E < w cr w u z cf) CL Wa�< W<Lj!<(r=3: 0� a- Lu W Lu U u w I— I- y x W. (-) F- < Ir w Ir af < Z Lu = < co < a- F/5 c� o > F__ ci 'o u u u u A ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER A506 DOOR SCHEDULE DOOR FRAME LA5EL HARDWARE RJEMARKS NO. DESCRIPT1ION rnce DMENSIONS mATL FNI,1614 rt`PE MATL FINI.044 DETAILS wirnw wErxwT Twim WEAO TJAM SILL 5LOG A - FIRST FLOOR IOIA LOADING (EXT) UJI 5'-0" l'-4" 1-3/4" ALUM PREFiN WI ALUM PREFIN 2/A5.1 --- 2/A5,_I --- HARDWARE BY DOOR MFR AUTO SLIDING DOOR-COORD W1 ELEC 102A UNIT (EXT) DI 3'-0" 1'-0" 1-3/4" INSUL W.M. PNT F I wm. FNT W-4 J-4 5-1 --- W-2, L-4, C-3, T-1, WS-I 5LOG A - SECOND FLOOR 201A SALES (EXT) W2 31-011 11-011 1-3/4" ALUM PREFIN W2 ALUM FREFIN 3/Arp3 --- 3/A53 --- W-3, L-ro, C-4, T-2, WS-3 2015 SALES W5 31-011 11 _011 1-3/4" W.M. PNT W5 W.M. PNT W-3 J-3 --- --- W-1, L-3, C-1, DS-I, 6-1 202A BREAK DI 31-011 11-011 1-3/4" W.M. PNT FI W.M. PNT W-1 J-1 --- --- W-1, L-3, C-1, DS-I, 5-1 203A TOILET DI 31-011 -11-011 1-3/4" W.M. PNT FI W.M. PNT W-1 J-1 --- W-1, L-2, C-I, DS-I, 9-1 SIGN it 204A TOILET DI 31-011 -11-011 1-3/4" Hm. PNT FI W.M. PNT H-1 J-1 --- --- W-1, L-2, C-1, DS-I, 6-1 SIGN �k 205A LOADING (EXT) W1 51-011 11-411 1-3/4" ALUM PREFIN WI ALUM PREFIN IO/Arp.1 --- IO/A5.1 HARDWARE BY DOOR t-FR AUTO SLIDING DOOR-COORD W1 ELEC 206A SPRINKLER (EXT) DI 31-011 -11-011 1-3/4" INSUL W.M. RNT FI W.M. PNT 14-5 1 _rp 5-1 --- W-2, L-4, C-3, T-1, WS-I 201A ELECTRICAL D 1 31-011 -it-Oil 1-3/4" W.M. PNT F1 H.M. PNT W-1 J-1 --- --- W-1, L-4, C-2, DS-I, 5-1 206A UNIT (EXT) DI 31-011 -11-011 1-3/4" INSUL W.M. PNT FI W.M. PNT W-5 J-5 5-1 W-2, L-4, C-3, T-1, WS-I 20&5 UNIT (EXT) DI 31-011 .11-011 1-3/4" INSUL W.M. PNT FI W.M. PNT 14-5 J-5 5-1 --- H-2, L-4, C-3, T-1, WS-I HARDWARE LEGEND - INDICATED MANUFACTURERS ARE BASIS OF DESIGN W-1 H-2 W-3 L-I L-2 L-3 L-4 L-5 HAGER 5B121S HINGES 1-1/2 PR 4-1/2x4-1/2 HAGER 5511c3I NRF HINGES 1-1/2 FIR 4-1/2x4-1/2 OFFSET PIVOTS BY DOOR MFR SCHLAGE PASSAGE LATCH ALIOS-SAT &C-PLAGE PRIVACY LOCK AL406-SAT SCHLAGE CLASSROOM LOCK AL10PD-SAT SCWLAGE STOREROOM LOCK ALSOPD-SAT SCWLAGE OFFICE LOCK ALr20PD-SAT PULL, PUSW5AR, DEADLOCK AND TWUMIBTUFN� BY DOOR MFR 652 (26D) 630 (32D) ANOD 626 b2ro 626 62ro & 2 ro ANOD C-I C-2 C-3 C-4 D5-1 9-1 LCN 4030 HINGE SIDE MTD, SN5 ALUM LCN 4030 EDA PARALLEL ARM, SN15 ALUM LC:N 404OXF SCUSH PARALLEL ARM, SN5 ALUM SURFACE CLOSER W/ BACK -CHECK AND HOLD OPEN BY DOOR MFR ANOD HAGER WALL MTD DOOR STOP 234W 652 (26D) SILENCERS: HAGER 30-ID GRAY T-I NGP 5U*1PER SEAL THRESHOLD 6'365 T-2 THRESHOLD BY DOOR MFR WS-I NGF WEATWERSTRIFI=ING -1006A, SWEEP 2005A WS-2 NGP 5050C HEAD AND JAMB SMOKE SEAL WS-3 WEATWERSTRIPPING AND 50TTOM SWEEP BY DOOR MFR ALUM ALUM ANOD BLACK BLACK DOOR TYPE6 SEE SEE SCHED SCPED k 1/411 LAMINATED SAFETY GLASS Lu tu 3: 3: 0 0 _1% w Lu d) lu US x 17 q FLUSH HALF LITE DOOR AND WINDOW NOTES: 1. FIELD VERIFY ALL ROUGH OPENING DIMENSIONS. 2. a) ON WINDOW AND DOOR TYPES INDICATES SAFETY GLASS LOCATIONS. PROVIDE SAFETY GLASS COMPLYING WITH CPSC 16 Cr-R 1201. GYP BID OVER MTL STUDS AS SCHED- SEALANT c1q MIN Iro GA W.M. FRAME DOOR AS SCHED DOOR FRAME TYPE5 SEE SEE 2 " SCHEID :1k 2 11 211 SCHED 211- :]& 71 In 71 --;t w, tu Lu :1 :r tu ul ju Lu d) H.M. FRAME W.M.FRAME GYP 51 STUDS SEALAI MIN 16 GA H.M. FRAME DOOR AS SC:� LVAII�IE-s L LVARIES L H-1 HEAD DETAIL J-1 JAM5 DETAIL A DOOR 5IGNAGE 5GHEDULE 6"xS" ADA COMPLIANT SIGN W/ /C PICTOGRAM, RAISED -1 -ill CHARACTERS, AND BRAILLE: lj� PICTOGRAM: ISA _11, TEXT: EXIT BRAILLE: ACCESSIBLE EXIT PICTOGRAM: STAIRS TEXT: EXIT STAIR DOWN BRAILLE: EXIT STAIR DOWN FICTOGRAM: STAIRS TEXT: EXIT STAIR UP BRAILLE: EXIT STAIR UP &"xa" ADA 1�� PICTOGRAM: ISA COMPLIANT SIGN TEXT: AREA OF REFUGE PWOTOLUMINESCENT: BRAILLE: AREA OF REFUGE �k PICTOGRAM: ISA PICTOGRAM: ISA, MAN, WOMEN TEXT: AREA OF TEXT: RESTROOM REFUGE BRAILLE: RESTROOM LAP WRIB MIN 3" OVER SAF HEAD FLASHG ANGLE LINTEL SEE STRUCT 5TORAGE UNIT DOOR5 TYPE DIMENSION DESCRIPTION A a'-a"W x l'-0"W ROLL -UP 5 3'-a"W x l'-0"W ROLL -UP C 8'-0"W x l'-0"W ROLL -UP D V-0"W x ROLL -UP E V-0"W x It _011p I SWIwG V-0"W x 1'-Vp ROLL -UP G V-0"W x l'-0"W ADA MOTORIZED AA V-0"W x EXT ROLL -UP 55 V-0V x l'-0"W EXT ROLL -UP cc 8'-0"W x l'-0, I" EXT ADA MOTORIZED NOTE: 1. STORAGE UNIT DOORS PROVIDED BY STORAGE UNIT SYSTEM MANUFACTURER 4" BRICK VENEER- SAF OVER WRIB AT JAMB \--SEALANT 7Z- \-SEALANT ER --MIN 16 GA SEALANT OVER MIN 16 GA SEALANT OVER ROD W.M.FRAME ROD HM. FRAME DOOR AS SCHED_ DOOR AS SCHED rA 1 .3" 1 5 3/4" 1 v. 5 3r/4.. H-2 HEAD DETAIL J-2 JAM5 DETAIL r /-CMU LINTEL CMU SEE 1-1/4" MTL PNL 1-1/4" MTL PNL 5/61, GYP 5D 0/ .4 SEE 5/5" GYP 5D 0/ STRUC IV' XP5 INSUL < STRUCT I)j" XP5 INSUL A -MIN 3 MTL DRIP FLASWu 'IR& HEADER MTL TRIM W1 ZEE -FURRG W1 ZEE-FURRG .0 ANCHORS SEE < PER JAMB STRUCT -SEALANT Air- CIA SEALANT OVER \-SEALANT SEALANT OVER \-SEALANT OVER ROD MIN Iro GA W.M. SEALANT ROD ROD MIN I& GA H.M. FRAME - GIROUT OVER ROD MIN Iro GA W.M. MIN Iro GA W.M. FRAME- JAMBS SOLID FRAME FRAME DOOR AS SCHED A 1 DOOR AS SC -WED 4 r DOOR AS SCHED DOOR AS SC -WED A 5, 3/4r,, E, 3��4 rp -3/4" E, 3��4 W-3 HEAD DETAIL J-3 JAM5 DETAIL H-4 HEAD DETAIL J-4 JAM5 DETAIL LAP WR5 MIN 3" OVER SAF HEAD FLASWG ANGLE LINTEL SEE STRUCT SEALANT OVER ROD DOOR AS SCHED- 4" BRICK VENEER- SAF OVER WR5 AT JAMB SEALANT MIN Iro GA SEALANT OVER W.M. FRAME ROE) DOOR AS SCHED Y rp i/4" H-5 HEAD DETAIL J-5 JAM5 DETAIL K7� DOOR DETAILS \,All) SCALE. 1-1/2"-V-0" MIN 16 GA W.M. FRAME A4 < 4 A .4 A., .0 .4. < � 4 4 /f, 1W I 5-1 SILL DETAIL FINISH SCHEDULE FINISH SCHEDULE LEGEND AP -I AP-2 2'x2'SU_1^,PENDED ACOUSTICAL PANEL CEILING - ARfISTONG "FISSURED - 105", ANGLED TEGULAR EDGE, WHITE, PRELUDE ML 15/16" SUSPENSION SYSTEM PRELUDE ML 15116" SUSPENSION SYSTEM GB-Px 1415-1 GYPSUM BOARD - PAINT IN COLOR/GLOSS INDICATED HALLWAY BASE - 0_0e0 x 12" ALUM DIAMOND PLATE NO. ROOM I FLOOR I BASE WALI-St I CLG W-MAWS 5LOG A - FIRST FLOOR 101 LOADING CONC-5 --- EXP/1=I EXP WS-1 102 UNITS CONC-5 --- EXP/PI EXP CMU CONCRETE MASONRY UNITS - NO FINISH PI MATCH HALLWAY SYSTEM, EGGSHELL 103 HALLWAY CONC-S W5-1 EXP/PI EXP CMU-Px CPT -I CPT-2 CPT-3 CONC-5 CONCRETE MASONRY UNITS - PAINT IN COLOR/GLOSS INDICATED CARPET TILE - INTERFACE "RUSTIC" FACE - 0101103 CARPET TILE - INTER "ACCORDANCE" CARPET TILE - INTERFACE - M01145 "CELESTE" CONCRETE SLAB - SEAL WITH CLEAR ACRYLIC SEALER, I COAT IN STORAGE UNITS, 2 COATS AT LOBBIES, CORRIDORS, AND ALL OTHER SPACES P2 1=3 P4 PE, Pro V15_1 MATCW HALLWAY SYSTEM, SEMI -GLOSS SHERWIN WILLIAMS 01004 SNOWBOUND, EGGSHELL SHERWIN WILLIAMS 01004 SNOWBOUND, SEMI -GLOSS SHERWIN WILLIAMS %W& 50HEMIAN BLACK, FLAT SHERWIN WILLIAMS SW-1610 "GRAY SWINGLE", SEMI -GLOSS VINYL BASE - 4" VINYL COVE BASE 5LDG A - SECOND FLOOR 201 1 SALES CPT-1/2/3 V5-1 G5-P3 AP-2 P5 AT CLG A50VE GRID, P4 AT HM 202 BREAK VCT-I V5-1 G5_P3 AFI-I P4 AT WM 203 TOILET CT-1 CT5-1 CT-2/CT-3 AP -I P4 AT W 204 TOILET CONC-8 V5_1 G5_PI AP -I 48" FRF-I WAINSCOT 20E, LOADING CONC-5 --- EXP/PI EXP 1=1 AT G5, WS-I 206 SPRINKLER CONC-S --- EXP EXF` 201 ELECTRICAL CONC-5 V15-1 G5_PI EXP 208 UNITS CONC-S --- EXP/PI EXP PI AT G5 20S HALLWAY CONC-S 145-1 EXP/PI EXP PI AT G5 JOWNSONITE 40 "BLACK" FINISH 5CHEDULE NOTES CT -I CERAMIC TILE - DALTILE FORCEALTO 12"A211, CD40 "GRIGIO GRANITE", W1 LATICRETE VCT-I VINYL TILE - 12"A2" ARMSTRONG VCT 051c341 1. FINISH UNSCHEDULED CLOSETS AND SPACES TO MATCH ADJOINING ROOMS. GROUT 06S "SMOKE GRAY" "POLAR WHITE" 2. PAINT HOLLOW METAL D00fro AND FRAMES P2, U.O.N. WS-1 WAINSCOT 0.080"x48" HIGH ALUM DIAMOND 3. PAINT STAIR RAILS, STAIR STRUCTURE, AND FLOOR PLATE P6. CT-2 CERAMIC TILE - DALTILE V'xro", K115 "5185CUIT", W1 LATICRETE GROUT 044 "BRIGHT PLATE 4. PROVIDE FRP- I WAINSCOT TO 48" AFF ON WALLS WITHIN 2' OF MOP 5INK- WHITE" 5. PROVIDE 4"x4"x0.080"x45" HIGH ALUM DIAMOND PLATE CORNER GUARDS AT ALL CORRIDOR/1_055Y OUTSIDE CORNERS. CT-3 CERAMIC TILE - ROCA 3"xro", U-13S "RED PEPPER", W1 LATICRETE GROUT 08e "SMOKE ro. PROVIDE HALLWAY SYSTEM WITH PIERS, HEADERS AND PANELS FAINTED "GLOSSY WHITE", AND COILING DOORS AND FRAMES FAINTED "GLOSSY WHITE", U.ON.. GRAY" -1. COVER EXPOSED GYP 5D IN L0551ES AND CORRIDORS WITH HALLWAY PANELS TO THE HEIGHT OF THE HALLWAY SYSTEM. CT15-1 CERAMIC TILE BASE - DALTILE FORCEALTO 4"xI2" 5ULLNOSE S-43CS, CD40 "GRIGIO St. COVER EXPOSED GYP 5D IN STORAGE UNITS WIT14 UNIT PARTITION PANELS TO THE HEIGHT GRANITE", W1 LATICRETE GROUT O&S "SMOKE OF: THE UNIT PARTITIONS. GRAY" EXP EXPOSED STRUCTURE - NO FINISH FRP_I F15ERGLAS-S REINFORCED PLASTIC PANEL WAINSCOT - MARLITE STANDARD FRP, SMOOTH SURFACE, 100 "WHITE" G5 GYPSUM 50ARD NO FINISH WINDOW TYPE5 121-011 51-011 ALUM AUTOMATIC SLIDING DOOR SYSTEM DESIGN BASIS: STANLEY DURA-GLIDE 3000 W1 BREAKOUT PANELS, Ill INSUL LOW-E CLEAR SAFETY GLASS EQ kk 31-011 Ilk EQ C14 FIN FLR ALUM ENTRANCE SYSTEM DESIGN BASIS: KAWNEER 350 MEDIUM STILE ENTRANCE DOOR, TRIFA5 VG 451T FRAMIWG, Ill INSUL LOW-E CLEAR SAFETY GLASS m C14 . FIN FLR - - - - - - ------ 1� �ALU�MSTOREFRONT SYSTEM DESIGN BASIS: KAWNEER TRIFA5 VG 451T FRAMING, Ill INSUL LOW-E CLEAR SAFETY GLASS ALUM STOREFRONT SYSTEM FRAMING, I" INSUL SPANDREL SAFETY GLASS L� FIN FLR ALUM ENTRANCE SYSTEM DESIGN BASIS: KAWNEER 350 MEDIUM STILE ENTRANCE DOOR, TRIFA5 400 FRAMING, 1/4" CLEAR SAFETY GLASS A 4 A '7A z STRUCTURE A50VE STRUCTURE A50VE STRUCTURE A50VE STRUCTURE A5OVE-/ MIN 1/4" SEALANT OVER MIN 1/4" SEALANT OVER MINERAL WOOL FORM (UL MINERAL WOOL FORWM SYSTEM WW-D-0166) 25 GA MIN STL STUDS Is 2rp GA MIN STL STUDS G 4" MIN 25 GA MIN STL 24" O.C. MAX 25 GA MIN STL STUDS 24" O.C. MAX STUDS 6 24" O.C. MAX 24" O.C. MAX J'11jL NOTE: SEAL OUTLET BOXES AND OTHER PENETRATIONS till 5 1/4 low " STUD 1 1/4" 0 ro" STUD 11 5 114" STUD THROUGH GYP 5D W1 ACOUSTICAL SEALANT o 4" STUD &I, STUD ELEC ROOM it 3 51/4 4" STUD ro" STUD MTL PNL TO UNIT WGT AT MTL HALLWAY PNL TO I MTL LINER PNL BY MTL CORRIDOR/UNIT MTL PNL TO UNIT HGT AT UNIT W-%T AT CORRIDOR BLDG MFR 5/8" GYf=5D EA SIDE CORRIDOR,/UNIT 5/6" GYP 5D EA SIDE STAGGER VERT JOINTS 5/a" GYP 5D EA SIDE STAGGER VERT JOINTS BATT INSUL (R-13 AT 411, ONE STUD CAVITY STAGGER VERT JOINTS A. ONE STUD CAVITY R-IS AT ro") UNFACED BATT INSUL ONE STUD CAVITY 25 GA MIN STL TRACK W1 (R-13 AT 4", R-113 AT ro") 5/8" FRT PLYWD ON INSIDE 25 GA MIN STL TRACK 1-1/4" MIN LEGS - FASTEN 25 GA MIN STL TRACK Z., FACE FASTEN TO FLR AND CLG TO FLR AND CLG STRUCT FASTEN TO FLR AND CLG 25 GA MIN STL TRACK STFWCT 11 24" O.C. MAX 6 24" O.C. MAX STRUCT 0 24" O.C. MAX 7i FASTEN TO FLR AND CLG ACOUSTICAL SEALANT - all STRUCT 6 24" O.C. MAX L T P AR�TITIO��- 0 - MTL - f p A:�ITION FULL HGT PARTITION ELEC �� _�5�0 O�PLLLAN < >nLA �-4" < PfILLAN L LPARTIIT�ION 5 0 f� 5 ILAN �S PLAN SYMBOL: PA f�'LAN �71TIION x .4 A <4 STRUCTURE A50VE 25 GA MIN STL STUDS 24" O.C. MAX MOP ROOM MTL PNL TO UNIT WsT AT CORRIDOR/UNIT 5/6" GYP BID EA SIDE - STAGGER VERT JOINTS ONE STUD CAVITY FRP WAINSCOT TO 46" AFF 25 GA MIN STL TRACK FASTEN TO FLR AND CLG -STRUCT 0 24" O.C. MAX STRUCTURE A50VE TOP TRACK - SEE STRUCT PARTITION COLUMN BEYOND - SEE STRUCT- 2"A-3/8"xl-3/4" STL CAP CHANNEL NOTE: PROVIDE 0151/411 *,4" STUD I"A-3/8"xl" STL CHANNEL 1 1/4" 0 6" STUD MID -SPAN BRACING AT CORR!UGATED WALL PNL MTL STANDING SEAM ROFFING SYS AND INSUL MIN 1/4" SEALANT OVER MINERAL WOOL FORM (UL JOINT SYSTEM NO. WW-D-0114) NOTE: SEAL PENETRATIONS W1 MIN 1/4" SEALANT OVER MINERAL WOOL FCqQ!M (UL SYSTEM NO. C-AJ-1364, F-RATING=2) 3 WR RATED CMU 5EARING WALL (UL UW4) W1 WOR JOINT REINF 0 Iro" O.C. VERT- SEE STRUCT FOR GROUTED REINF < >NFULL WsT PARTITION MOP STORAGE UNIT PARTITION 3 14R RATED FIREWALL f-LLAN SYMBOL: < '11�/PLAN SYMBOL: UL US04 PARTITION TYPES SCALE: 1-1/2"=V-011 ui UJ Q� U , co of uj V) :::) W QD uj 0� cz) u3j: t LO 0� <- 09 _<j < IO_ _j ui < UCj) u -ij >j- uj uj u a- <mn�< z <,=u uj __j C/) < U) P 0 ou 10 u cy- Z LOU o F-- 2� < 0� < 0 M c� z z Do 0 0 0 Lj uj 0 < a: Z LU �= 0� Z C/) - P V) 0 0 ZZ 0 2� < u-fuj2�_t0u010_u_0 WU_Z3: W�--OOU) ZLU�- 0 of z uj cn u 0z >_ LLi W, wzWz-- 0 Ci =,) p <, E �u� w 1-- 0 a- u 0 'u u- _j z 'z vi inouja�ww zu__jnu<0(D uj af F-- CL F__ ff = < w cr EL u z CL - w = < E< w a: Q� a- . w < Lij - cuy- = 3: ui w u u UJ Q� Lu V) < ==aujff Q� co < c1__ Fn 0 0 W_�> 13-- E iPl�) m 0 4 "---4 C) 4-tti u P-4 �>, _+_j >1 V N w u 101 u ur. P ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER A791 � M = 0 GENERAL NOTES: G No. 32427 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 D RAVVI N G S. 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 1'-0" 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, GU I DE 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): 3" FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS: 211 #5 BARS AND SMALLER: 1 Y210 FORMED CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS: %" 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 3/4". 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 INA NEAT, VERTICAL STRAIGHT LINE. e. SAW CUT JOINTS TO BEY8" 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 BY A 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). STRUCTURAL STEEL: 1. 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 2. 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. 3. 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 4. 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. 5. 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. 6. 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. 7. DO NOT USE GAS CUTTING TORCHES TO CORRECT FABRICATION ERRORS IN STRUCTURAL STEEL FRAMING. 8. PROVIDE TEMPORARY BRACING FOR STRUCTURAL STEEL FRAMING UNTIL ALL PERMANENT BRACING, MOMENT CONNECTIONS, AND FLOOR/ROOF DECKS (DIAPHRAGMS) ARE COMPLETELY INSTALLED. 9. 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 ("DBNS") IN THE FIELD. COLD FORMED METAL FRAMING: 1. PROVIDE COLD -FORMED METAL FRAMING CONFORMING WITH THE FOLLOWING STANDARDS: AISI S100-12 / 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 50,000 PSI 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 l'-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'L'S 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 / TMS 602-13. 1 2. POST -INSTALLED ANCHORS: GENERAL 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. 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 (ICC-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 AC106, 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. HILTI KWIK BOLT-3 EXPANSION ANCHORS (ICC ESR-1385) e. DEWALT "SCREW -BOLT +" (ICC-ES-ESR 4042) f. DEWALT "POWIF-R-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 NREIN FORCED 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. HILT[ 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" (IAMIPO LIES ER-265) b. SIMPSON STRONG-TIE"ACRYLIC-TIE' (ICC-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: UNIFORM CONCENTRATED STAIR 100 PSF ON 300 LB. ON AREA STAIR TREADS OF 4 SQUARE INCHES STORAGE 125 PSF CORRIDORS 100 PSF ROOF 20PSF OA 0 RT"T kil 11191 9 A ULTIMATE WI D SPEED, VULT 138 MPH NOMINAL DESIGN WIND SPEED, VASD 107 MPH RISK CATEGORY 11 WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENT ±0.18 COMPONENTS AND CLADDING PRESSURES - BUILDING A SEE 1 / SO.2 AND 2 / SO.2 COMPONENTS AND CLADDING PRESSURES - BUILDINGS B,C,D,E,F,G SEE 3 / SO.2 AND 4 / SO.2 3. FLOOD DESIGN DATA: FLOOD HAZARD ZONE DESIGNATION AE ELEVATION OF LOWEST FLOOR: 113'-0" 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 ST4XE OF DR! 04-03-2019 LU LU LU Q� LLI I E, D, w . 0 W, OJ 90 0� < Z < < w j <.,,<,i < LLJ 0 (D _w, �<- �0- F0- L �- 0 co I cy- < , zi < C, Go- L,j < C� z U w 0 z w 'z z cif z: v) 3 0 Z < w 10 10 LLj 0 U 0 LL, M z>_0B0w_Q,z 7_LL,=F-0=) ww �; F_ U 0 w LU LU F- j:) w z oo� a- L) 0 - -i = < Z (500 'L 0 C�OLUG�LUL,UOZL , LU Of �- 0- F- 0� z < E < Uj a, LLJ Z W a- Lu < - Lu < L6 < CL W LLI U ch U LIJ LU F_ LU U < of w fy 0� F_ < z �; = L/) Q� < in < 0- FI-) 0 0 1— W> F_ C� C) a) bju 03 ;-.4 0 4_j >1 r=51 ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 I I SHEET NUMBER I I S091 COMPONENTS AND CLADDING PRESSURES ZONE: AREA (SQ. FT.) 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: T 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__T_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 - SCHEDULEBUILDING 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 ZONE77 AREA (SQ. FT.) MAX. (+) I 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 SCHEDULEBUILDING B,C,D,E,F,G SCALE: N.A. SO.2 __11`� '__� * 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 1 CASE 2 CASE IT CASE 2 #3 A 19 28 15 22 B 24 36 19 28 #4 A 25 37 19 29 B 32 48 25 37 #5 A 31 47 24 36 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 1 91 136 70 105 #10 A 79 118 61 91 B 102 153 79 ill #11 A 87 131 67 101 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 I BAR DIAMETER OR CTR. - CTR. SPACING LESS THAN 3 BAR DIAMETERS. TABLE OF CONCRETE REINFORCEMENT SPLICE LENGTHS / 011- 5 - SCALE: NONE 100.2 COLD -FORMED STEEL MEMBER NAMING SYSTEM AND DEFINITIONS DEPTH MEMBER FLANGE [ RETURN LIP I THICKNESS (MILS) 250 (2 Y2") S (STUD) 137 (1 [XII 33 (20 GAUGE) 350 (3 Y2") T (TRACK) 162 (1 [ y2ff 1 43 (18 GAUGE) 362 (3 %") Z (Z-PURLIN) 200 (2") [ W, 1 54 (16 GAUGE) 400 (4") 250 (2 Y2") MII 68 (14 GAUGE) 550 (5 Y2") 300 (3") 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 5'-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 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 5'-0" ON CENTER SHEATHED WITH 29 GAGE U-PANELS ON BOTH SIDES. INSTALL 2" x 16 (2) TYPICAL 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 6 SCALE: NONE \�SO.2 COLUMN FOOTING SCHEDULE MARK (5 (0 31-0" X T-Olf 3'-6'f X 31-61 SIZE 11-21- V-2" DEPTH (4) #4 BOTTOM (5) #4 BOTTOM EACH WAY EACH WAY REINFORCEMENT ,REMARKS SCHEDULE OF COLUMN FOOTINGS r 7 SCALE: NONE � SO.2 COLD -FORMED STEEL CONNECTORS AND FASTENING SYSTEM DESCRIPTIONS AND DEFINITIONS SELF DRILLING SCREWS DRAWING SIZING DEFINITION INFORMATION PROVIDE SCREWS COMPLYING WITH ASTMI C1513 #8 #8 - 18 x Y4" HH1W REFERENCE PUBLICATIONS #10 #10 - 16 x Y4" HHW ICC ESR - 3294 ELCO CONSTRUCTION PRODUCTS ICC ESR - 1976 ITW BUILDEX ICC ESR - 2169 HILTI, INC. #12 #12 -14 x 1" HHW I #14 Y4 - 14 x %" 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 Y401 ICC ESR - 2269 HILTI (X-U) ICC ESR - 1663 HILTI (DS) 0. 177" 0 PAF 0.177" I PDPH I DS I 1 Y411 I ICC ESR - 2138 SIMPSON I STRONG -TIE DIAGRAMOF COMPONENTS AND CLADDING WIND PRESSURES r2 DIAGRAMOF COMPONENTS AND CLADDING WIND PRESSURES r4 SCHEDULE SCHEDULE 9 OF COLD FORMED MEMBERS OF COLD FORMED STEEL CONNECTORS SCALE: N.A. �_S 0.2) 0.2.") SCALE: N.A. __1\,S _ SCALE: NONE SCALE: NONE �SO.2 TENSION LAP SPLICE IN MASONRY (ININCHES) fm #3 #4 #5 #6 #7 #8 #9 1500 psi 18 24 30 36 42 48 54 NOTES: 1. IN ACCORDANCE WITH 2017.2 (FBC 2017). 2. FOR fy = 60,000 psi UNCOATED. 3. MINIMUM MASONRY COVER = 3 411 BRICK LINTEL SCHEDULE OPENING WIDTH STEEL FOR EACH 4" WALL THICKNESS MINIMUM MAXIMUM 21-011 L 3Y2 x 3 xY4 (SLV) 2'-l" 3'-6" L 3Y2 x 3 xY4 (SLV) 31-7t' 51-0" L 3Y2 x 3 xY4 (SLV) 51-l" 6-611 L 4 x 3Y2xY4 (LLV) 61-71' 81-011 L 5 x 3XXX (LLV) 8f-iff 101-011 L 6 x 3 Y2 X V16 (LLV) 10--l" 12'-0" L 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 rio SCHEDULE SCALE: NONE V0.2,� SCALE: NONE OF BRICK LINTELS ( 11 � SO.2 STEEL COLUMN SCHEDULE MARK 8 G G G PARAPET ROOF fD X X W (0 X X X C.0 co Cj) (0 U) cl) SECOND FLOOR 21V M X 14, X 11, X 11, X 11, U) U) U) 1 FIRST FLOOR/FOUND. BASE PLATE Y4 X 12 x V-0 Y4 x 12 x 1'-0 Y4 x 12 x 1'-0 Y4 X 12 x V-0 (4) Y4" 0 EPDXY (4) Y4" 0 EPDXY (4) 3/4" 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 OF STEEL HEADERS r13 SCALE: NONE �SO.2 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 "o- No.32427 STATE OF It 0 R 04-03-2019 Lij " U) CLIs Li L L LLJ 0 L'i 5- w D w z _j _j > _j >-,LL) LU Lo Lu < z 'w j LLJ . , < co 0� < Lij z - LIJ LU CL 0� 0 0 -,) a',- W' LU - I U < L'i I— ID I- C) 6<E0>M-t w I I (-) 0 U N0wXwwU0zL,L _-jj05iz0w(D w X �- CL X z < F, < Lu X CL CL - LIJ < - E < w U) :r_ a_ Lu w < ouf LU W U of U Lli [-- < of LU O� af < z Of LLI ('0 L: < M CL FI-) 0 0 > � E ox U bb L I I ISSUE: FOR CONSTRUCTION I I PROMCT NUMBER 201812 DATE 04-03-2019 I I SHEET NUMBER I I S002 � I 481-1 #1 141-01' 6) 130'-8" 681-111 � 0 311 3-) (�l 2 rl 2'�� FACE OF CONCRETE S2.1 5 FACE OF CONCRETE TYPICAL ----------- et5 - - - - - - - - - - - - - - - - - -- F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L _I-_ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - LM rr" rr" r= rr� MM r= - - - M - - - - 14 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 12 S4.1 I TYPICAL TYPICAL TYPICAL I I TYPICAL L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r ................................................. .... - ........................ ......... ........ ...' ..... 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I L - - - - - - - - - I - I - I - I - I - I - MEEIME= 00 w C) _J - I _j 00 < 3� U_ 0 13- 0 I'_ 0) C0 Uj Q _j -1 _j CO U_ 0 CL 0 I'_ z 0 C:) w _j _j W W W 9 _J ZO _J 04 < w 3t _J U_ �e 0 2 a_ w 0 00 I-_ of 0 U_ z 0- w _J w C:) _J -1 _j C14 < Uj _j w - Uj C/) 9 _j bo _j C'4 < 3� U_ 0 CL 0 C:) - I C:) w 0j _J co < _3� - U_ 0 CL LO CID FACE OF CONCRETE -I--- I 1--i I I I OP OF WALL EL = 0'-0" - PROVIDE RECES FOR STO E VE EERI I I %__j I 1�11 I 231-7 12'-10" 50'-2" co 61' FACE OF CONCRETE 6" 2'-2" 2'-8" 71-511 141-311 14'-0" 111-011 1 U-1 " "! 6'-4" 12'-10" 231-1" w F 'CG LEGEND: INDICATES NOTE REFERRAL. SEE CORRESPONDING NOTE. SINDICATES COLUMN MARK. SEE STEEL COLUMN SCHEDULE ON SHEET SO.2. (0 INDICATES FOOTING MARK. SEE FOOTING SCHEDULE ON SHEET SO.2. S.C.J. INDICATES SLAB CONTROL JOINT. SEE PLAN NOTE 1C. INDICATES 12" CONCRETE WALLS. SEE NOTE 9. 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' WALL SCHEDULE ON SHEET SO.2. FIRST FLOOR I FOUNDATION PLAN NOTES: 1 SLAB -ON -GRADE: A. SLAB ON GRADE: 5" THICK Fc = 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 'I'A" DEEP FOOTING REINFORCED WITH #5 @ 12" ON CENTER, EACH WAY, TOP AND BOTTOM. TOP OF FOOTING AT EL. -11'-8". 12. T-O" WIDE x 'I'A" DEEP FOOTING REINFORCED WITH (3) #5 CONTINUOUS LONG WAY AND #4 @ 12" ON CENTER TRANSVERSE TOP AND BOTTOM. TOP OF FOOTING AT EL. -1 l'-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. 30'-4" 50'-2" 1 1 01 1 1� FIRST FLOOR FOUNDATION PLAN - BLDG. A �8 Lm-�ffuf 11 D SCALE: Y811 = 11-01f FINISHED FLOOR EL. = -101-811 bennettiRpless 10 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 N Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 No. 32427 STATE OF f 04-03-2019 Uju L'U N Q� ly- V) :D LU Uj w Ir 20� V) zo -<Wj < E U 'L'L 1 0, - i LLJ LLJ j Lu LLj L u < j , 0 0 cn D- M < C/) lu 00 R zE �_ Q� Z a_ 0 IUN) i 9 Qo� i 9 2 o Of To: 'V) '0 z 70) U i 0z 'z �� ' ' ' ' 0 1 0 :i < F_ 00 lo- L.L_ 0 I Z Uwj w co '0- wu z w U Cwr Ld CL Ir D' Uj 0 D =U) P 2 2 0<� -U < W 1 8 1 0� C, U U 0 0 L U f r L U U J 020 (6D X �- a- �- Of Z < < w ch 0- LU IL W :E < - w < U� 6-: < CLYU U W LU L) U Uj LU F__ Q� LLJ < a� w E o- t < z uj fr < 00 < a- w C 0 > 0 a (1) tjo c1d ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 I I SHEET NUMBER I I S191 481-111 3 141-011 6) 130'-8" 681-111 311 FACE OF CONCRETE SIMILAR K_3� � -1 311 FACE OF CONCRETE 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: __:1 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 1 A / 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. No.32427 04-03-2019 Uj "A 0-- ' z z V) Lu 1 < Tu 0 �2 , V) _j -0 ou '0 0 0J)F--'---MM<wU Q� 'i 1<2 0 t- 2� �M_ < EL 0 D al nZ '0 U J 'Z' Z' )IDZ tqo� LL-0 L') U 0 0 LL. Z 0 UZ) z , ('0 U Z CLJ V) W Of D U00_)TW�;_U J:D W !L < U Z 0� IL U 0 U < Z 0 0 LU CY Lu W (-) 09 LL_ _'i C) mu: 0- 0 (D LU F- a- z < E < w Q� Lij U z (f) 1 ffw Jj L'i < Lj E < Of = �_� _Lj W U U LU FX LLJ < w 1 2: Lu = �E �E 1?5 (�'� 9f - 5 z - - , 7__ rlv_j_� I 114UM-UnIx ------------- - - - - - - - - -- F '7�71 FK bennett&pless 10 3 �J� G Experience Structural Expertise Mimi Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 611 21-8--Ip 71-511 TYPICAL 61' I 1 21-211 A 10 1964 - 2019 Celebrating 55 Years 23'-7" 12'-10" 141-311 141-011 11'-0.. 101-111 1 6#-411 1 231-111 of Structural Excellence S1 2 A.? 11 7r v SECOND FLOOR FRAMING PLAN BLDG. A 47 enmeter enter st, u te 50'-2f' 30'-4" 01 501-211 1 1 N Atlanta, Georgia 30346 10 41 Y811 = -011 FINISHED FLOOR EL. = 01-01, '�, �.2 + Tel. 678 990 8700 Fax. 678 990 8701 4 U7 12 Copyright 2019 - Bennett & Pless, Inc. 0 All Rights Reserved B & P Job Number 18161 PARAPET TOP OF STEEL = 164" G.9 !&e No. 32427 KUUI- I UV UI- %'j I ttL ' - I , % V = — — EL. 14'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ROOF TOP OF STEEL EL. 10'-8" r4 r6 - �2 7 ROOF TOP OF STEEL ROOFTOP OF STEEL % - — — — — — --- — — --- — — — EL. 16-0" EL. 16-0" C.0 C.0 Q_ a. If e.E:z cri d % %\ Cl) \% C14 N/ ol o� /--e w a_ '0 '0 > < \% ITI, \% 4 < 1. ol, ROOF TOP OF STEEL ZZ I ROOF TOP OF STEEL EL. 151-6 5;1 RIDGE 6 EL. 16-6 (0 to C:) C*4 Cfi C:) C:) 04 w 1A a- .10 > _J w \% ROOF TOP OF STEEL R F TO P OF STEEL EL. 16-0" < oL —__ oe—_ —__ 10 EL. 16-0" 8 7 r4 6 r6 . �2 8 7 ROOF TOP OF STEEL IIFR60 N, TYPICAL TbP�OFtTEEL EL. 15'-0" EL. 16-0" 0 10 \% \ ' /7 r 3 w LLI 0) \% 10 co, 11z .2 S! ROOF TOP OF STEEL < 0) E ROOF TOP OF STEEL — - — - — - — - — - — -- T F EL. 16-6" - — - — - — - — — PARAPET TOP OF STEEL 16'-6" 6" PARAPET TOP OF STEEL 20'-4" PARAPET TOP OF STEEL 16'-6" 1 1 G I 21-811 71-0- f 6" 2'-2" 1 21-811 71-511 611 — 231-711 12'-1011 14'-3'1 1 1 ? //� — 14v-011 111-011 1 6'-4 12'- 10" 231-111 e_ HIGH ROOF FRAMING PLAN BLDG. A 50#-21# 30'-4" 50'-2" SCALE: y8" = 1 f-011 \S1.3, � N _ LEGEND: 0 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" E: __ ::1 INDICATES STUD WALL BELOW. ---->.<--:'INDICATES VERTICAL X-BRACE. HIGH 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. 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 4" 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 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 STATE OF .......... 04-03-2019 LLJ LIJ Uj L) Ir ::::, :0:::) LU LLJ - 10 ZD L_Uj 0z L31j: LFL Ln Q� t�-, 9 < __j �1_ Uj LU 2 _j w _ Ld 0'_ z , z zw 2:u:) z w �i 0 2 f<y- ffi E U P-� < Lu F- M zo ff a-uou 0 0 W W 2 9 LE --,1 0 (D LU Q� �-- �- 0� z < E < LLI ffu OW- U0 z CL LLI - < - E < a- U) = CL LLJ LU < Lil = 3: LLj LU U ly_ U LLJ F__ z F)f L L I U < = T: O� w Q� Q� t < z - w = -0 Q� �_ �_ < M < CL 0 0 0 F_ �> F_ 0 C, a) Fia wy Fla I I ISSUE: FOR CONSTRUCTION I I PROJECT NUMBER 201812 DATE 04-03-2019 SHEET NUMBER S103A U2 U U5 1 0 A I n I U (J 1.,L� UO Ul Q2) 481-11' 311 141-011 �-)l 30'-8" 311 No. 3,-427 Pr)nf: Tr)P r)[: -Q EL. = 14'-0" CV) 0-� e�� ROOFTOPOF EL. = 14'-0" ROOF TOP OF ITEEL EL. = 14'-0" 1 --"1 :1. 3 A) r4 ��2 8L, oe— ROOF TOP OF TEEL EL. = 14'-0" f SIM. r3 � -2 I i - - - - - - - - - - - - ROOF TOP OF STEEL CY) EL. = 10'-8" �--o /1--e r4 ��2 ROO� TOP OF STEEL EL. = 10'-8" 13 ROO14 TOP OF STEEL EL. =/10'-8" ROO OP OF STEEL EL. -8" - — - — - — - — -- - — - — - — - — -- 0') --A - — - — - — --- I—RIJ 71—r," lop 611 6" 2'-2" 21-81le - 71-511 1 1 i 231-711 12'-10" 14'-311 141-011 111-011 10'-1 6'-4" 1 12'-10" 1 2T-111 .4 501-211 30'-4" 501-211 12 0 0 (D 0 a a --6 ol 1� K, < loll, > < D H 6 C: o�3 H8 DI-18 04, DH8 �3 DH8 H8 -3 H8 QHE( =3 DHb oz 3 < DI-16 DI-16 TYPICAL DI-16 DH6 < DI-16 DI-16 DH6 DI-16 SLOPE 3' 10' DI-16 DI-16 DI-16 DI-16 DH6 DH6 DH6 4, 4 '..-�TYPICA DI-16 DH6 DH6 DI-16 6 < DI-16 DH6 DI-16 I DI-16 =�M 04 . ........... ............ ........... ... ...... 6 . ....... DI-16 DI-16 DH6 DI-16 10 10 9 DH6 DH6 DH6 DI-16 7 DH6 DH6 DH6 DI-16 ............... ...... ...................... ..................... ...... ............ 10 9 DI-16 DI-16 DH6 DI-16 ............ ...... ............. ...... ........... ............. LL" ................ .. ........... ...... J16L6LL6LW""" 16W&L6W"" 6L6L66666LU"J" 616U1W1""4" ................ - W16A"416666" .......... ... W"A"166666666 ... 6 .. 666666WJ.6 ................. .. A"46WIW466" J1666"""W" 6W.6� ................... . 6 DI-16 DI-16 DI-16 DI-16 TYPICAL 4 \% DH6 DI-16 DI-16 DI-16 4 K DI-16 DI-16 DH6 DI-16 10- — — — — — — -- — — K %%\ SLOPE 3": 10' 7 TYPICAL '��i %, \ DI-16 DH6 DI-16 DI-16 I/ , \% 4 < DI-16 DI-16 DH6 DI-16 E3 :< DI-16 DI-16 DH6 DI-16 --.70 7 K" I > "7'--"7— 7&- : 711 < % 71=— 7" % — > 7" 4.2 '7— 7:- -T DI-16 —\4- 2S I L4� wi 2 -K �7 �%\ % %% , \ DH 3 D Hb, — ........ 04w .................... JLW� WAMIWALU"" A !ILL........... I.I.A.I.L.64JAM.666A." 1.611.611J.1.61 . .... A"&66W""1L666 66666WJAM1kWA4" DI-16 I W12 X114 I I PV12 X J4 �.�kI5 DI-16 - — - — - — - — - — 13 1 �.2 CID — I 0') I- C:) - I C) C) C*4 LO WN �AE F VCG MAIN ROOF FRAMING PLAN - BLDG. A 1 --� y1f = it -� S1.3 SCALE: 8 -001 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:--::] INDICATES STUD WALL BELOW INDICATES 4" INTERIOR STUD WALLS. SEE NOTE 12. 1E E 0 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 @ 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 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 5'-0" ON CENTER. 4. INDICATES INTERIOR SHEAR WALLS BELOW. 5. SEE 1 / S13A 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. INTERI R N -L D BEARIN WALL FIR M TOP OF SLAB TO B H 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 @ 1'-4" ON CENTER IN 600 T 250 - 68 TOP AND BOTTOM TRACK. SHEATH ING: 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. ST,AiTE OF :4 ' R ' V, DNAIL I 04-03-2019 Uj w 0 LU U- (n :D Ui Uj C� ZD -wi LQ 0- < 0 -1 Z' >z- W L, LL- - L= < 'M of < LLLLj z < LU W U F- C T ' I - i F-- 0 LL 0 0 CO Cn U 0 O� Z Llj 0<,- 0 < Of j < 0 'L 0 0 Z Z::) 0 0 cr w 0 0 0 F- Of ZO D (/) �- Z LU Z Z �7- 0 0 1-00 w LL 0 U) z >- 'X =Z) LLj Z LU Uj <W�-01-- 0 LLj M-ZV) a� IL U 0 U 0 C� LL- -i = < z Ui 0 0 Lu Qf Li-i LU U Z LL- -J OU 0- 0 (D 0� �- 0- F-- Q� Z < w ty Lij z LLj [L LLJ 1 < — 0 .11: L6 ou� LIJ Uj U of U aW - F- -r ch LIJ ck� C]f < z LLI ('0 < — Lij Of < co < EL i/-5 0 0 �- > 0 a.) cz 0 V-4 U N wr L L ISSUE: FOR CONSTRUCTION REVISIONS: I I UMBER PROJECT N 201812 DATE 04-03-2019 SIMET NUMBER bennett&pIess 10 Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 20 19 Celebrating 55 Years of Structural Excellence 03 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 170'-0" W_ 12�_/ TYPICAL TYPICA�L 7�s I M. ��2 0 7 TYPICAL r7 ��2 8__ TYPICAL r8 r6 ,�S2.2 31-011 6 31-011 '2' TYPICAL\ 41INNA4 I ____7 F_ F______1 F - - - - 1A 4 V-6" (TYP.) 1A 4 5 TYPICAL S2.1 S.C.J. . . . . . . . . . . . . -4 5 1_1 Ifl Ifl 1-1 5 1 1 1 1 �9 J LL- - - - J L - - - - L I L i - - - - i I L F_ J L L J� -1- - - j F- j- L - - - -1 - LL - - - - j 1B 8 � -2 TYPICAL 12 EQUALEQUAL EQUALEQUAL ?7 TYPICAL 01 ol .4 TYP. TYP. TYP. TYP. � �_2 FOUNDATION PLAN - BLDG. B (*T� N SCALE: Y811 = 1 1-011 FINISHED FLOOR EL. = 01-017\,� 1 �A 170'-0" TOP OF STEEL EL. = 9'-9" 7 1A 2�_ 0 ty) TYPICAL - - - - - - IF - - - - - - - fl - - - - - - T - - - - - - TI - - - - - - - fl - - - - - - T - - - - - - IF - - - - - - - fl I - F - - - - - - IF - - - - - - 7 - - - - - - T - - - - - - IF - - - - - - -- V-1- - 13 11 11 1 1 11 11 11 11 11 11 W_ - -,I, 4 \', I 11 11 1 1 11 11 11 11 11 11 11 \j ,/ IX, 11 11 11 11 11 11 11 11 11 11 / I X " I t 7 (tPICAL C") w 0 co w TYPICAL 0 11 1 b 11 11 11 11 11 5:� 11 11 11 11 11 11 11 11 11 ,41 ce) !I H H 11 11 11 3 11 11 11 11 11 3 11 11 11 11 11 HI X_ 9 eS41 L - - - - - - - - - - - - - IL - - - - - A - - - - - -- H - - - - - - - il - - - - - - - - - - - - iL - - - - - - IL - - - - - - -1 J - - - - - - - I L - - - - - 3 - - - - - - IL - - - - - - I L 0-/ �_ TOP OF STEEL TYPICAL EL. = 9'-0" j 12� ri8 ��2 ROOF FRAMING PLAN - BLDG. B Y11=11 SCALE: A -off r6 ,S!2 - 2� 6 31-011 TYPICAL\ N 20'-0" MAX. C 1C HI 1-1 1:1 1 1 1 1 1 1:1 1:1 1:1 1-1 5 WPICAL 11 4 1A 11 TYPICAL V-T (TYP.) 5 1A CD* S2.1 L ---- JtIl _ik - - - - _j ---- JL----- -J _J L_ -IL- _fk ------ �EL-___J L ---- j EQUALEQUAL EQUALEQUAL r7 TYPICAL Pe 9 e it e TYPICAL 11 11 11 -.1 TYP. -.1 TYP. TYP. TYP. ��2 170'-0" r7 1 B TYPICAL N FOUNDATION PLAN - BLDG. C r3 yff = 11 SCALE: 8 -oil FINISHED FLOOR EL. = 01-01' V1.4,1 TOP OF STEEL 1A EL. = 9'-6" "L_\ TYPICAL C) 04 TYPICAL - - - - - 71 - - - - - - TF - - - - - - IT - - - - - - 71 - - - - - - TF - - - - - - IT - - TI 17T - - - - - 17 - - - - - 71 - - - - - - TF - - - - - - IF b b T__ "\9 5 1A w 11 4' 11 11 11 11 S3.1 11 a. 11 11 w Sim 8 L S4.2 TYPICAL 0 0- C) 0 5 04 L - - - - - - - - - - - -- - - - - - - IL - - - - - J - - - - - - iL - - - - - - IL - - - - - - - U -- - - - - - IL - - - - - - il - - - - - - JI - - - - - - IL - - - - - 0_/ �_ TOP OF STEEL TYPICAL EL. = 9'-0" 170'-0" ROOF FRAMING PLAN - BLDG. C Y11=11-Off SCALE: A "*j N r8TYPICAL ��2 8L/ 0j TYPICAL FIRST FLOOR FOUNDATION PLAN LEGEND: 0 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 = 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 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 1B / 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 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 @ 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 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 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 % STATE OF 4 C) H, 0 % 04-03-2019 Uju LU NO 0 � ly- - co D W LU IS -- 0 ZD cy- 0z �U= of �C�c z >__ i-, < U -J w U) -wi �0_ LL Uw ry 10, 0 DO <U no 0 0 a- 0 z< 0 z Ile w Uj in 'wo z z w 0 U_ Z 'D 0 Uj z U U w w zw �D_z �U- 0 CWL lu- 1 U- 0 0 L L j M z < Z U) Q 0 w w Lul U 2 LL- -j 0 q- 0 (D w ff �- EL �- ff z < < LU ff LLJ U Z EL 1 LU HE < - L < O� Cf) CL LU < Lij LLJ LU U Of U LU Z Fh LLJ ]-- Of LLJ Of of < z - w T: S�2 Of I-- < co < a- U-) 6 0 �-- 5 �- 0 0 V AIN 4-11 0 J.* U ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 SHEET NUMBER S1164 201-011 C:) - I LID C:) -1 LO G 7 S4.: TYPICAL 155'-0" f 0 1 1 2" 1;/2" 01) 1) 1 \--=- FOUNDATION PLAN - BLDG. D ri_-� XT SCALE: Y80f = 1 1-011 -1\! 1 - J5 IN�� L C:) -1 LO CD co Cf) C\I 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 = 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 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 @ 14" 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. E-D 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 @ 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 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 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 E G No. 32427 STATE OF 04-03-2019 Uj ' LLF , U D :U:)) LCYL-, LLJ 0 US "n' L_Lj, < z 0 _j LU < Z> 0 Ell U i Lu M of < Lu U) Z < T = - LL U F 0 0 �2 U=) < < 0 0 Z Lij UZ) z LL_ a U) w 2 F_ t 2 8 8 LOL L L U) 0 U) V) z L L J 0 D U z >- LL; ow- of z �Z- :L ZL' L=,j , - M w LL D Of 0 of w ;�; F-- 'Uj 'I) 0� Cr :--) D u) L, < Lauf 0 >- �-_ G F_ LLI 1 0 1 co 1 Z W I 'L U 0 (-) c) 0 C) LL _j 0 0 Lu af w W U Z LL_ _j C� U < Z y K < LLj , a- 0 w U LLJ L: LL, < < [if W LU < W r W LLJ C) U LU F- U LLJ I_ 1: ly- 0� Q� < z w Q� F_ F_ < M < a- Z/) 0 0 �_-:> F- Q a) bb Ct ;-.4 0 V 0 0 U4_4 *V4 U U U IM 4-1 w U� U1 U 1A k 1A I I ISSUE: FOR CONSTRUCTION 11 PROJECT NUMBER 201812 DATE 04-03-2019 SHEET NUMBER S1195 220'-0" � I r7 r6 ��2 rom WMIA 0�/ 7� 7 8� 1B TYPICAL SIM. 7 __2 20'-0" MAX. 7 TY?PICAL r - - - - - - -1 r F-----7 F - - - - - - 5 ICAL L_ _j L_ _j L_ L_ _j L_ _J L - - - - J L _j L_ _j L_ _jI _j L_ I I L_ _j _1 F -1 F -1 F 1 F - - - - -1 F F -1 F F -1 F - - - - 1A -A % I I L 60' 1C r5 V-6" P.) L - - - - J 1L-----J IL - - - - ]L-----J ]L-----J jL_____j 11 1 -1 F_ F_ I I I I 1 1A 14 (TY r5 1 -A 8 S2.1 31-011 11 1-1 1-1 1-1 31-011 5 TYPICAL TYPICAL 1A TYPILAL L 90' HI I I I I I I I- 1 1:1 1-1 1-1 1-1 1 1 1 1 1-1 Ifl I I 1- 1 1-1 1 L_ _j H L__I___j I I I _1 L - - - - -T L _J 'L L - - - - J L - - - - IHL-----J A L L. _U� -LL, _U� H JIL L - - - - J L-----J LL - - - - -JJLL _J - - - - JIL L-----J ........... L-----J EQUAL EQUAL EQUAL EQUAL 0j Pe le 9 K TYPICAL ?7 TYP. TYP. TYP. TYP. FOUNDATION PLAN - BLDG. E NO I �1. 6 SCALE: 8 = 1 1-011 FINISHED FLOOR EL. = 01-011 220'-0" r7 7 TYPICAL K11 EIA kTA FTAI V.4 r-L. � V-0 ROOF FRAMING PLAN - BLDG. E Yff = 11-011 SCALE: A 220'-0" TYP7 PICAAL 6� 7 S2.2 CD E*7 %t'\\-06 _1 F, -I r - - - - - - - - - - - -- --I F_ flo _1 r - - - - - - F------1 F- -1 F- --I F- F - - - - - - _J L _j L - - - - L_ _j L------J ]L-----J L _j r6 F- __1 F-------i - F - - - -1 F -1 - FF-- F - - - - - - 1 - F -1 - F 7 - F -1 F - - - - L _J ]L-----J L _J L _J J L - - - __J IL - - - _J L _J L _j L _j r7 __1 F_ __1 8 1A -6" (TY 1' P.) C)l L 120' TYPICAL C:) Ifl 4 r5 31-011 Ifl 4 31-011 5 I r5 1 31-011 /A 1A I -I I - �2 rp w 6 _J L--___j L - - - - J i L - - - - j L _j L --I-- - i LL - - _J L L _J i L L i j L - - - - L_ ___J L - - - - L - - - - L - - - - EQUAL EQUAL EQUAL EQUAL it e le e ?I TYPICAL ?7 TYP. .1 TYP. TYP. .11 TYP. fl `� ��2 FOUNDATION PLAN - BLDG. F r-3 N SCALE: Y811 = 1 9-011 FINISHED FLOOR EL. = 01_0171\�jl_6 220'-0" r8 .2 TOP OF STEEL PICAL EL. = 10'-0" -AT - - - - - - rF - - - - - - r r - - - - - - - ff - - - - - - rr- - - - - - - - - - - - - ff - - - - - - rr - - - - - - - r r - - - - - -- 1T - rr- I - - - - - - - 1T - - - - - - FF - - - - - 7 F - - - - - - 7 - - - - - - rF - - - - - - - - - - - - \T" P, -Al 11 11 1�" All I I -1 F_ -]I- -]1- -1 1- 0 w w w IL a_ 0 0 'T P 0 _j _j 'Y' C X TYPICAL TYPICAL 5 �S3.11 X ti 11 11 11 11 11 11 11 11 11 11 11 11 - - - - - - LL -- - - - - - I L - - - - - - ji - - - - - - LL - - - - - - il - - - - - - ji - - - - - - LL - - - - - - i'L - - - - - - ji LL - - - - - - i I - - - - - - ji - - - - - - LL - - - - - L_____ ji - - - - - - U - - - - - - - iL - - - - - - TOP OF STEEL L__� TYPICAL EL. = 9'-0" r8 ROOF FRAMING PLAN - BLDG. F le" �4 SCALE: Y811 = 1 1-011 �1_6 7 W"\ SIM-r8_"� S4.2 5 I E "M FIRST FLOOR FOUNDATION PLAN LEGEND: 0 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. F77771 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. 9 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 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 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 @ 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 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 IP Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1-964 - 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 IE G---'IA No. 32427 04-03-2019 W , U 7) fif �; �' U- L_Uj 0 L3': U '0 _<5 z< < z -'j >j co z gl L "j 00 < 0 0 a_ 0 U7, ", 0 - !,-- Cil 9 15 ZO 00� '0' C� < 2 7) w 0z'z- 0 z 0 '0- 0 U Z S z >_ L�2 LM w Uzi I=- U �E 11-1�- IS UD 0 C<r- Lcu)f F, , -, im awo L'U 8 'U 0 3 2 L'- _-_jj z Li C)f w LU I<- OZ (D W Q� I- M �-- Q� z < E < C)f z M W H� < W < L6 < 0 = a_ W of WWUO�uw �__ YEW < of Q� L/) == W Of I- < z F- �- < M < a_ i/_5 0 0 F_: 0 �i '0 a) to C) _+_j Cn �_4 4_1 4-4 ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 SHEET NUMBER -ace, I 0 IL OF SAW CUT y8 WIDE JOINT SAW CUT TO,Y4 DEPTH OF SLAB SEE PLAN K_ FOR SLAB 4 �_i 1 Y2" CLEAR DEPTH TO W.W.R. El I IEI III I SLAB -ON -GRADE AND SEE NOTE 2 REINFORCEMENT (TYPICAL) (SEE PLAN) NOTES: 1. JOINT IN SLAB TO BE SAWCUTAS 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 I.,,,S,21 SECOND SLAB POUR 1� FIRST SLAB POUR 7 PNA DIAMOND DOWEL SYSTEM @18" (DIAMOND Y4 x 4 Y2 x 0'-4 Y2) 1 Y2" CLEAR S2.1 TO W.W.R. SEE PLAN 4 FOR SLAB EQ. A EQ. DEPTH % tREINFORCEMENT SEE NO E 1 SLAB -ON -GRADE AND (TYPICAL) (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 to 11-011 ;1 01 It 3/4 x 10 x 0'-10 BASE PLATE )TEEL COLUMN SEE PLAN) 4) Y4" 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 r6 SCALE: NONE 1.- 8" 8" 10 Y4 x 12 x V-0 BASE PLATE (SEE COLUMN SCHEDULE) Ir _T CID r I-1 r.0 12" CONCRETE WALL HSS 4 x 4 x 3/16 COLUMN (SEE COLUMN SCHEDULE) 16" x 16" CONCRETE PIER REINFORCED WITH (4) #7 VERTICAL WITH MATCHING DOWELS INTO FOOTING AND #3 TIES @ 12" ON CENTER 2" (TYPICAL) 9 NOTES: 1. SEE DETAIL 6 / S2.1 FOR ADDITIONAL BASE PLATE AND ANCHOR ROD INFORMATION. SECTIONOF 16" x 16" CONCRETE PIER SCALE: Y411 = 11-001 10 S2.1 SECOND SLAB POUR I FIRST SLAB POUR T DIAMOND PLATE ASSEMBLY AT 18" o.c. CONSTRUCTION JOINT 11 PLAN DETAIL OF TYPICAL CONSTRUCTION JOINT AT SLAB ON GRADE r 3 - SCALE: NONE �Sll 0 STEEL COLUMN (SEE PL) STEEL COLI (SEE PLAN) i OF COLUMN BASE PLA7 (SEE COLL SCHEDULE SEE DETAIL 6 1 S2,1 FOR COLUMN BASE PLATE AND ANCHOR SIZE 4" MINIMUM CONCRETE 1 Y2" NON -SHRINK GROUT COVER AROUND COLUMN AND BASE PLATE FINISH FLOOR Nk IF F LO V-6" MINIMUM AT -1" MINIMUM AT EXTERIOR COLUMNS. 1 ' V-0" MINIMUM AT EXTERIOR COLUMNS. INTERIOR COLUMNS 4 < 7" MINIMUM AT INTERIOR COLUMNS 4 4< SEE PLAN FOR FOOTING SIZE AND REINFORCEMENT SECTIONTHRU COLUMN ON SPREAD FOOTING r 7- SCALE: Y411 = 11-011 S2.1 EDGE OF CONCRETE Y2" PREMOLDED EXPANSION JOINT EXTERIOR PAVING (SEE CIVIL) #4 @ 18" o.c. 30-010 W.W.R. (SEE PLAN) 1 1 TOP OF SLAB I w Ai SEE PLAN 7 77 7 F �tE E F zo < -,I M E I- -I I 1E] I 1=1 I (3) # 4 CONT. TOP AND BOTTOM SECTION THRU SLAB EDGE AT STOREFRONT 11 - SCALE: YV = 11-011 �Sll OF COLUMN rL OF COLUMN EDGE OF COLUMN SLAB ISOLATION JOINT COLUMN ISOLATION JOINT - — - — - — - — - — - STEEL COLUMN rL_OF (SEE PLAN) COLUMN BASE PLAWTE L M (SEE COLUMN SCHEDULE) (2) #4 BARS x T-O" (2) #4 BARS x T-O" LONG (TYPICAL) LONG (TYPICAL) DETAILOF TYPICAL COLUMN ISOLATION JOINTS r 4 SCALE: NONE �V S2.1 HSS COLUMN (SEE PLAN) TYPICAL yl 6 SEE DETAIL 10 / S2.1 FOR ADDITIONAL INFORMATION A 4 (3) #3 TIES @ 2" o.c. 4 16" x 16" CONCRETE #3 TIES @ 12" o.c. PILASTER A SEE FOOTING (4) #7 VERTICAL SCHEDULE FOR SIZE (2 AND REINFORCEMENT )TIES MINIMUM IN FOOTING 4 SECTIONTHRU COLUMN ON CONCRETE PILASTER r8- SCALE: Y411 = 1 1-011 S2.1 EDGE OF CONCRETE Y2" PREMOLDED EXPANSION JOINT EXTERIOR PAVING (SEE CIVIL) #4 @ 18" o.c. 31-011 Y211 W.W.R. (SEE PLAN) 01 TOP OF SLAB Ak, r SEE PLAN LO 4 (3) # 4 CONT. TOP I —I I E I P AND BOTTOM 11-611 SECTIONTHRU EXTERIOR WALL FOOTING r12 SCALE: Y411 = 11-011 S2.1 % x 2 x 0'-2 PLATE WASHERS ABOVE AND BELOW BASE PLATE (SEE NOTE 2) ANCHOR ROD HOLES 5" MINIMUM (SEE NOTE 1) 1 Y2" NON - SHRINK GROUT PROJECTION PROVIDE LEVELING NUT EPDXYANCHOR EMBEDMENT. SEE 6 / S2.1 EPDXY ANCHOR ROD (SEE COLUMN SCHEDULE FOR 4 < ADDITIONAL INFORMATION) NOTES: 1. PROVIDE ANCHOR ROD HOLES CONFORMING TO TABLE 14 - 2 (AISC STEEL CONSTRUCTION MANUAL). 2. PROVIDE WASHERS CONFORMING TO TABLE 14 - 2 (AISC STEEL 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 I SEE PLAN 4 4 I IL 11-611 COLD FORMED METAL STUD WALL (SEE PLAN) ATTACH INTERIOR TRACKS TO SLAB WITH %" 0 EXPANSION ANCHORS WITH 3 Y8" EMBEDMENT @ 30" o.c. (LOCATE ADJACENT TO STUD) LO 11- OF TYPICAL INTERIOR STUD WALL SECTION CONNECTION TO SLAB ON GRADE 9 SCALE: Y411 = 1 1-091 �Sll EDGE OF CONCRETE Y2" PREMOLDED #4 @ 18" o.c. EXPANSION JOINT -011 _J 2 W.W.R. (SEE PLAN) EXTERIOR PAVING V-2 (SEE CIVIL) TOP OF SLAB Alk r - 1% SEE PLAN `-F 10 4 IjT I ml I I El I < 4 L (3) # 4 CONT. TOP AND BOTTOM 11-211 4#1 V-6" SECTION THRU EXTERIOR WALL FOOTING SCALE: Y411 1 1-011 S2.1 bennett&pless Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 20 19 Celebrating 55 Years of StructuralExcellence, 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 G)II P q V'f V _Ns� N �N 5110 I 4t .1 No. 32427 J 1�jj STATE OF (4- IV, At I a 04-03-2019 w w Of Z03 LLJ (D LLJ W 0 _j Er ZO �W: z < < Lud W _j w < z OU w _T2 _j 0 < co cr < w z <T= �_ , = _wl F< �,-) F - - 8 8 '0 It w 25: V 0 Er Z ozz:Do 3�:_o �a� Lp LU 0 0 < 0 F Cr . = nz0zw,-,z)z!�=0z ZwjI-Lf) o tgol,-LLO < �E y LLJ F-- U LLJ LL Z (f) 0 z F- 0 2 z w 0 -_0 WE 5 z z w f- 6 D T 1z 'U 0 < < 0 Lu w w Z LL_ _j Q [L 0 (D LIJ w i (L af z < 0 < LU Ljj Z a- �E Ly < — < ch a- LU W < LL; LL 3: Lu W U w U LU F__ Z Ch w U < W w W 0-1 < z — w = L/) < M < EL FJ) C� 0 �- > it- 0 'm V to a3 CIO >1 rzi IISSUE: FOR CONSTRUCTION LVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 I I SIIEET NUMBER I I 0 311 SEE ARCHITECTURAL DRAWINGS CONCRETE SLAB ON METAL DECK (SEE PLAN) SEE CIVIL SECOND FLOOR OIL 141-- x t* X M_ 01-Off 41 ;_ �. EL. 4 SLOPE A 4 < 4 UL 5 x 5 x % CONT. WITH Y2" 0 4 4 x 5" EMBED. SCREW ANCHORS @ 12" o.c. 4 A- Q__9_ 4 #5 @ 12" o.c. EACH WAY, EACH FACE #5 @ 12" o.c. DOWELS #5 6" o.c. DOWELS CONT. KEY WAY < 1714 WITH WATER STOP J Z FLOOR '14 0 — L0 101-8 W Z w w (1) OF FOOTING % 1 wl_ �1: ii 11-8 w w w w w 4 4 LAB REINFORCEMENT 4 4 4 OT SHOWN FOR 4 A 4 HE =1 LARITY —`F1 F1 -1 --' -'H1 T--'' SEE PLAN FOR FOOTING 7T_ _L 31-011 11-011 11-011 REINFORCEMENT ? e__ SEE PLAN SECTIONTHRU EXTERIOR WALL - BUILDING A SCALE: M461 = 11-01f _'\'S2�.2 NOTES: 1. SEE GEOTECHNICAL REPORT AND FOUNDATION NOTE 5 ON SO.1 FOR BACKFILL REQUIREMENT FOR CANTILEVERED RETAINING WALL. EDGE OF CONCRETE V 0 x 4" EXPANSION ANCHOR @ 2'-0" o.c. of METAL STUDS (SEE PLAN) 72 rMMMULUCU #4 @ 18" o.c. EXPANSION JOINT _\ \ � 3'-011 Y211 W.W.R. (SEE PLAN) EXTERIOR PAVING 0 (SEE CIVIL) TOP OF SLAB,6 M SEE PLAN `iw 4 (4) # 4 CONT. (3) # 4 CONT. THRU EXTERIOR WALL SECTIONFOOTING AT BUILDINGS B - G �6 SCALE. Y4411 = 11-014 \,S2.2) SEE ARCHITECTURAL DRAWINGS PROVIDE HOOKED BARS INTO BOND BEAM 8" CMU BOND BEAM WITH (2) #5 BARS CONT. (PROVIDE CORNER BARS) 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 DIMENSIONS 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 (SEE CIVIL) Z Mw I? C� 1= 4 4 L (4) #5 BARS, TOP AND BOTTOM #5 BARS TOP AND BOTTOM @ 12" o.c. 31-6" SECTION THRU EXTERIOR DUMPSTER WALL 1 0111-10- SCALE: NONE \,"82-.2- a SECOND FLOOR 'F EL. 0'-0" SEE ARCHITECTURAL DRAWINGS SEE CIVIL SLOPE CONCRETE SLAB ON METAL DECK (SEE PLAN) L 5 X 5 x % CONT. WITH Y2" 0 x 5" EMBED. SCREW ANCHORS @ 12" o.c. #5 @ 12" o.c. EACH 4 WAY, EACH FACE LEDGE EL. VARIES C4 I/ SEE WALL ELEVATION #5 @ 12" o.c. 4 #5 @ 12" o.c. DOWELS Y7 4 #5 @ 6" o.c. DOWELS CONT. KEY WAY < C'4 WITH WATER STOP J 6 Z C/) FIRST FLOOR 0 — LID EL. = -10'-8 U) W Z Uj w (f) TOP OF FOOTING EL. -11'-8 1 1 1 q I 1 —11 —1 - w w w w w 4 LAB REINFORCEMENT < OF OT SHOWN FOR 4 0 LARITY 4 _�T I IT - F11 SEE PLAN FOR FOOTING 31-01' 11-011 11-011 REINFORCEMENT SEE PLAN SECTIONTHRU EXTERIOR WALL - BUILDING A llI"fff` �2 SCALE: Y411 = 1 1-011 NOTES: 1. SEE GEOTECHNICAL REPORT AND FOUNDATION NOTE 5 ON SO.1 FOR BACKFILL REQUIREMENT FOR CANTILEVERED RETAINING WALL. EDGE OF CONCRETE Y2" PREMOLDED #4 @ 18" o.c. EXPANSION JOINT 31-011 Y2#1 W.W.R. (SEE PLAN) EXTERIOR PAVING 0 11-211 (SEE CIVIL) 04 I Ll I LO TOP OF SLAB OL CID E HE _11F9 F__ A., 4 (4) # 4 CONT. 11-611 (3) # 4 CONT. lie THRU EXTERIOR WALL SECTIONFOOTING AT BUILDINGS B - G 7 SCALE: %ff = 11-011 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) FOUNDATION SIZE AND REINFORCEMENT TO MATCH WALL BEYOND. EXTEND WALL FOUNDATION 2'-2" BEYOND COLUMN CENTERLINE. N 6'-0" MAX - SEE ARCH (8) #6 VERT. (3 EACH FACE) (4) #5 EACH WAY, TOP AND BOTTOM to 11-8" (2) #3 TIES gy 2 o.c. AT BOTTOM OF POST 4'-0" SQUARE 01 SECTION THRU DUMPSTER GATE SCALE: Y4" = 1 1-019 \\ S2.2 Uj LIJ U) C) A CONCRETE SLAB ON OIL SECOND FLOOR METAL DECK (SEE PLAN) X-L X )i EL. = 0'-0" I 119laol-JI111UT "1'044 `r SEE WALL ELEVATION SEE 1 / S2.3 SEE ARCHITECTURAL DRAWINGS SEE CIVIL S SLOPE LOPE -"'W ! 4 31 .S OL LEDGE EL. VARIES 'F SEE WALL ELEVATION SEE 1 / S2.3 311 4 < d TYPICAL EXTERIOR FRAMING (SEE PLANS) #5 @ 12" o.c. EACH WAY, EACH FACE WITH MATCHING DOWELS. SEE 2 / S2.2 FOR CONTINUATION NOTES: 1. SEE GEOTECHNICAL REPORT AND FOUNDATION NOTE 5 ON SO.1 FOR BACKFILL REQUIREMENT FOR CANTILEVERED RETAINING WALL. 2. SEE GENERAL NOTE NUMBER 6 ON SHEET SO.1 FOR CONTRACTORS RESPONSIBILITY FOR SHORING AND ERECTION. SECTIONTHRU EXTERIOR WALL - BUILDING A r3 SCALE: Y411 = 11-001 102.2 EDGE OF CONCRETE #4 @ 18" o.c. Y2" PREMOLDED if -Off EXPANSION JOINT W.W.R. (SEE PLAN) EXTERIOR PAVING C14 TOP OF SLAB OIL (SEE CIVIL) PLAN \ir 77 �7 —IIE I I I d I I— I I ��El I 1_1 I 1_1 111-11 (3);F 4 CONT. SECTIONTHRU EXTERIOR FOOTING AT ADA UNITS r 8 SCALE: Y411 = 1 1-011 111 S2.2 CONCRETE SLAB ON SEE ARCHITECTURAL METAL DECK (SEE PLAN) DRAWINGS SEE CIVIL #4x3' -0" @ 18" o.c. SECOND FLOOR EL. U-10" —I I M 1 —1 L 5 x 5 x % CONT. WITH Y2" 0 x 5" EMBED. SIMPSON TITEN 1_1 I M HD @ 12" o.c. SEE 1 / S2.2 FOR CONTINUATION SECTIONTHRU 4� EXTERIOR WALL - BUILDING A //" SCALE: X411 = 11-011 '\!2�_2 8" CMU (SEE PLAN FOR MATCHING DOWELS AT EACH REINFORCEMENT) 7-: VERTICAL BAR. SEE 10 / SO.2 FOR TENSION LAP SPLICE LENGTH W.W.R. (SEE FOUNDATION PLAN NOTE #1 B) jj\ TOP OF SLAB SEE PLAN -11 14 LO (2) #5 CONT. #5 @ 16" o.c. REINFORCEMENT EQ. "r EQ. 01 TRANSVERSE LAYER SUPPORT 21-011 (SEE NOTE 1) 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 r5 SCALE: Y411 = 1 1-011 _102.2) 121-0" 2, --Air . . ................ + FF 41-01 01 01 9. 10 9 04 ri 0 41-011 L IV- NV CID L MIMI DUMPSTER ENCLOSURE FOUNDATION PLAN SCALE: Y411 = 1 1-011 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 STATE OF -e �JAL 04-03-2019 w , " I— 0� �:? D N fuy, LU L u 0 LU U- oe z ?: C _j < Z " -i >- - L' j w I, L'i 0 w < LMU C0 < 0� < Uj L' LU 0 LL_ U -M, 1< 1) 5 0 ao zo U) Lu 2� < a ZD < 0 0��;i8OZ3:to Cl��LJLUCS Q 7 U) 0 z ) Lu Z' 'z �� a 0 t o o FO-- LOL. 0 < �= �_ -- LOL_ z Cwn 0 w U z LU - ZZ�_ZLLj MF ZLL' L2L:' Lv, J) D wa Uw 101- ao D =) Z-) OW ow'- E S > - �L _L1 < LLJ 2 LL- M H� z C OW '0) '0 L'L _j U < z LU a- z < 0 U) W CL w T: W LU U 10� C) W LLJ < LU U y Ch = Cf) U M $._4 C) oil 40. ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 S14EET NUMBER 0 0 W —11 1 1E Gjq No, 34^427 STATE OF 311 FACE OF BRICK SECOND FLOOR EL. = 0'-0" TOP OF FOOTING (SEE PLAN) FIRST FLOOR "f EL. = — 101-811 ,.k, TOP OF FTG. F � �-f 18'—Ol# 181-0f' 181—011 181-011 231-91# ol J- 01 Tv GRADE(SEE TOP OF WALL CIVIL DWGS.) 0 (TYPICAL) SECOND FLOOR C:) 1Y2" DAP OUT -1 EL. = 0'-0" CN 04 F C:) -1 04 TOP OF FOOTING 00 -1 (SEE PLAN) 04 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L FIRST FLOOR EL. = -101-819 C) PHASE 11 CORRIDOR EXTENSION TOP OF FTG. OIL TOP OF SLAB (SEE 3 / S2.3 FOR ADDITIONAL REINFORCEMENT) 51-0" .10# 1 Of-211 EL. 1 l'-8" IT NORTH FOUNDATION WALL ELEVATION - BLDG. A Y11 = if SCALE: 1, -oil 33'-911 281-01f TOP OF WALL C:) C) -1 -1 C%j C14 (TYPICAL) C) - I CN 121-01' 1 261-011 C:) TOP OF SLAB 261-01' 13 1'-9" 261-0f' 261-011 GRADE (SEE CIVIL DWGS.) C%j C) LEDGE -1 04 (TYPICAL) C;) 04 26-011 SOUTH FOUNDATION WALL ELEVATION - BLDG. A y1f = 11-011 SCALE: R (2) #7 x 12'-0" LONG EACH FACE CENTERED OVER PHASE 11 CORRIDOR =04 I TOP OF FOOTING EL. = - lit-811 231-911 121-011 3" CLR. (TYP.) 51-011 101-211 31' (2) #4 x 48" DIAGONAL EACH SIDE S c ECOND FLOOR EL. = 0'-0" (2) #7 ADDITIONAL EACH FA E, EACH EDGE WITH MATCHING DOWELS FIRST FLOOR EL. = -10'-8" ELEVATIONOF ADDITIONAL REINFORCEMENT AT PHASE 11 CORRIDOR SCALE: y"' = i'-0" 3 S2.3 C:) -1 04 261-011 181-011 16-01f 00 -1 C%4 F bennett&pless 10 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 04-03-2019 LU LU Cn w LU U- �L-u U-j z U V) a� < z < WE-jw<z U 10 = < M C)� < LLJ W LIJ P LU 0 LL (-) F- -j 0 0 M - LU w IL of w wz wz F(-) :D In-f D":� S �n 2 % E E P CFI-� < L'i -- C� 0 CD — Z U) Of CL (—) 8 0 LL— —J = _j C� < z 0 0 LU w LL U Z LL- U [L 0 CD Lij Of �- F- Of z < C� < LLJ Of LLJ V) IL 1 w w !1: < Cy- W LU U Of Lij U w LIJ F- ff LIJ U F- < ==awd�fft<z w= LI) �-- �- < M < [L 0 0 0 :> 1-- 0 �E 'Q (1) blo Cfd ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 I I SHEET NUMBER I I S2103 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". 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. ELL 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. JL,— DOWELS TO MATCH VERTICAL REINFORCEMENT WALL FOOTING DETAIL OF TYPICAL REINFORCED CMU WALL CONSTRUCTION r 1 - SCALE: NONE � S3.1 TTPICAL IIALL TYPICAL WALL VERTICAL VERTICAL REINFORCEMENT REINFORCEMENT ADDED OPENING ADDED OPENING REINFORCEMENT REINFORCEMENT @ 8" ON CENTER @ 8" ON CENTER 8" CMIJ WA 8" CMU WALL (SEE PLAN) (SEE PLAN) LL .WALL OPENING 8" LINTEL BEARINCJ 8" LINTEL BEARING ADDITIONAL VERTICAL REINFORCEMENT AT OPENINGS ADDITIONAL REINFORCEMENT SCHEDULE OPENING SIZE ADDED REINFORCEMENT (EACH SIDE) OPENING 5 4'-0" (2) #5 @ 8" o.c. 4'-0" < OPENING512-4- (3) #5 @ 8" o.c. M!SWJ P A A TOP OF WALL . BOND BEAM BLOCK BOND BEAM REINFORCEMENT (2) #5 (ONE EACH CELL) FYPICAL AT ENDS UNLESS NOTED OTHERWISE END REINFORCING DETAIL (3) #5 (ONE EACH CELL) TYPICAL AT CORNERS UNLESS NOTED OTHERWISE NOTES: CORNER REINFORCING DETAIL 1. PROVIDE DOWELS OF SAME SIZE AND SPACING AS ADDED REINFORCEMENT. DETAIL OF ADDITIONAL VERTICAL REINFORCEMENT AT MASONRY WALLS SCALE: X411 = 1 f-011 ELEVATION MINIMUM SPLICE LENGTH (SEE SCHEDULE) TYPICAL CMU BLOCK SLOPE OF WALLBEYOND BOND BEAM BLOCK TYPICAL CMU BLOCK SECTION A -A DETAIL OF BOND BEAM TRANSITION AT TOP OF SLOPING WALLr 2 SCALE: NONE � S3.1 STANDING SEAM ROOF (SEE ARCH. DRAWINGS) ROOF PURLIN (SEE PLAN) SEE 2 / S3.01 FOR BOND BEAM TRANSITION FOR SLOPING WALLS 8" CMU (SEE PLAN FOR REINFORCEMENT) SECTION SCALE: X411 = 1 1-01# DOWEL TO MATCH FVERTICAL REINFORCEMENT HOOKED INTO BOND BEAM ROOF PURLIN (SEE PLAN) ------------- )P OF NLL BOND BEAM REINFORCEMENT ATTACH PURLIN TO BOND BEAM ON EACH SIDE WITH 4" x 4" x 14 GAGE CLIP ANGLE WITH 3/4" 0 EXPANSION ANCHOR WITH 5" EMBEDMENT AND (3) #12 SCREWS INTO PURLIN THRU PURLIN CONNECTION TO CMU WALL 5 S3.1 LINTEL BEARING LENGTH (SEE SCHEDULE) LINTEL REINFORCEMENT LINTEL BLOCK (SEE SCHEDULE) SEE NOTE 1 L= TYPICAL CMU BLOCK SEE NOTE 1 ADDITIONAL REINFORCEMENT OPENING WIDTH TYPICAL CMU BLOCK LIN] REI SECTION A -A LINTEL BLOCK FACE OF WALL BEYOND MASONRY WALL LINTEL SCHEDULE OPENING WIDTH WALL DIMENSION AND REINFORCING MINIMUM MAXIMUM I CONCRETE MASONRY DEPTH 10" WALL UNIT 12" WALL I>< 7-01- 7 %" (2) #4 BOTTOM (2) #4 BOTTOM 21-111 T-61' 7%11 (2) #4 BOTTOM (2) #5 BOTTOM 31-711 51-011 7%11 (2) #5 BOTTOM (2) #5 BOTTOM 51-111 61-6#1 7%" (2) #6 BOTTOM (2) #6 BOTTOM 61-711 80-011 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 /" �3 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 0XV, G%z MQ.32427 t tz STATE OF e,4(-1 -Y . .......... . . 04-03-2019 LU w , Uj 'D L'i Uj z —i 0� zo- 00 F-- < < uj 1 1 of -� j, z< >z E U -i w LLI I Cn -'i �0- Li- 0 0 (n fn < Cn 0 U E� z < C� CL W 0 Q z< 02 S- ZO 0 Of LU [I] 0 � 7- < =0 F1 5 70- z 2 Z � = Co" 7- cn Ln LD 80 Fo- Lf Z < w 0 zw U z Z Lij W z 7w= w a- 0� 60 U �, 2 -', Uw w, z < WE C� >- F-- F-- lu- 8 13 0 8 C� LL -J cc H� Z Cn Ui 0 0 w 0� LU LLj Z -J 0 U < Z [L 0 0 F 0� z < < LLJ 0� W U Z W CL W y < Cn CL LU LLI < al �z Ujwucr- ULU F-- z: W W U < 0� w [If w z - w = S�2 Ir 0 V bD C�s SIN CIO 0 U >1 r-� wl ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 SHEET NUMBER S314011 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 BOTTOM TRACK WITH #12 SCREWS AT 6" ON CENTER MAXIMUM. P 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 PAT -TERN A DETAIL AT INTERIOR WALL - BUILDING A SCALE: 1 Y211 11-011 S4.1 TYPICAL PARTITION y4l, WALL. SEE PLAN TYPICAL INTERIOR STUDS (SEE PLAN) NON -LOAD -BEARING SHEAR WALL 1.021 TOP CHORD (SEE PLANS) SEE 8 / S4.1 FOR ATTACHMENT TO STUD TOP CHORD (SEE PLANS) SEE 8 S4.1 FOR ATTACHMENT 2" x 4" x 14 GA. (L.L.V.) ANGLE STEELSTUD AT TOP OF METAL PANEL (SEE PLAN) CONTINUOUS ALONG SHEAR WALL LENGTH. TURN HORIZONTAL LEG OF ANGLE AWAY FROM STUDS. ATTACH CONTINUOUS METAL STRAP%' TO EACH STUD WITH (2) #12 SEE 1A / S4.1 FOI TEK SCREWS. LAP SPLICE ADDITIONAL INFORMATIO� WHERE REQUIRED AT STUD LOCATION. WALL PANEL SIDE LAP SPACING #12 TEK SCREWS @ 6" ON CENTER MAXIMUM. ATTACH PANEL TO TOP AND BOTTOM 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 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 1 B SCALE: 1 Y211 1 I -Off TYPICAL INTERIOR STUDS (SEE PLAN) NON -LOAD -BEARING SHEAR WALL M1, (2) TYPICAL INTERIOR STUDS. Y4" ATTACH PER DETAIL 4 / S4.1 I E0 WALL END OF NON -LOAD -BEARING SHEAR WALL PLAN DETAILINTERSECTION WITH LOAD -BEARING WALL r5 SCALE: I Y211= 1 9-011 �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 LIGHT GAGE ROOF PURLIN BELOW (SEE STUD BELOW PLAN) (SEE PLAN) CONTINUOUS TOP CHORD SEE SECTION 8 / S4.1 PLAN SECTION THRU STRAP BRACING 9 __� S4.1 SCALE: Y411 = 1 1-011 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 BOTTOM TRACK WITH #12 SCREWS AT 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 SCALE: 1 Y211 1 1-011 �,S4.1 DOUBLE HEADER (SEE 13 SO.2) ROOF PURLIN SEE PLAN TOP OF STEEL SEE PLAN L* SEE13/SO.2 TYPICAL INTERIOR STUD BEYOND (SEE PLAN) SECTION THRU DOUBLE HEADER 6 yff it SCALE: -oil 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 0 00 6" LONG CRIPPLE STUD TO STUD a 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. j 14 GA. TRACK PIECE AT OPEN SIDE (SEE NOTE 2) <Z�_ 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) 1 #12 SCREWS INTO JAMB 600 T 250 - 68 SILL TRACK. ADDITIONAL TYPICAL BASE ADDITIONAL TYPICAL BASE TYPICAL EXTERIOR ANCHORAGE AT JAMB ANCHORAGE AT JAMB STUD BASE TRACK TYPICAL BASE ANCHORAGE. SEE PLAN (0 CO (0 ATTACH METAL PANEL TO ANGLE NTH (1) #1 SCREW @ 6" O.0 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 TOPCHORD OF SHEAR WALL CONSTRUCTION I ur %.onumu 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 I S4.1 OF SHEAR WALL PANEL WITH STRAP DETAILBRACING AN NON -MECHANICAL OPENINGS �3B SCALE: Y411= 1 #-Off �S4.1 TOTAL LAP T-Y it V-7) V-7y2'. /2 op 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 r 7 S4.1 SCALE: Y4" -001 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 I I WITH Y8" 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 6" LONG CRIPPLE STUD TO ADJACENT TO STUD) TRACK WITH (1) #12 SCREW EACH SIDE MATCH TYPICAL EXTERIOR STUD FLOOR SLAB (SEE PLAN) ADJACENT FL (SI SEE NOTE 1 GA. TRACK PIECE AT :)EN SIDE (SEE NOTE 2) 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 8" 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 SCALE: NONE BASE TRACK SEE PLAN OF TYPICAL TRACK TO ELEVATED SLAB DETAIL CONNECTION AT TYPICAL INTERIOR STUDS SCALE: Y411 1 1-011 4.1 CN _J V__ (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" o.( STUDS BACK TO BACK (SEE PLAN) (2) #12 SCREWS @ 12" o.c. SECTION'A-A' (2) #12 SCREWS AT BOTTOM ATTACH EACH STUD TO BOTTOM TRACK WITH (2) #12 SCREWS DETAIL OF BACK TO BACK STUDS 4 SCALE: Y411 11-Off �S4.1 Z-PURLIN (SEE PLAN) 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 S4.1 SCALE: YA11 1 1-011 10 T 200 - 68 METAL TRACK #12 METAL SCREWS @ 12" o.C. 600 S 200 - 68 METAL STUDS (2) #12 SCREWS @ 12" o.c. 29 GAGE METAL U - PANEL ON INTERIOR SIDE DETAIL OF TYPICAL PREFIN. FLUSH METAL PIER SCALE: Y411 11-011 12 S4.1 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 ST.AXE OF js 4,0- 0 R,0!� - - 20 v*, 10hIAL "F V*4 04-03-2019 LU Uj E �2 WD 70) w LU Ui of 91 LO 11 <- < U- cu-j U_ LL_ LU (0 L = < M Q� < LU �= Cn w U X0 co (0 _j F- �- �0_ L- Q� . ! = co < 0 U 0 0 0 LU L C, < Z-:) < z 0z 7= < 0 U) 0 Xw on of . Uj z z 0 z w 0 t 0 0 20 0z < �0-0 &-)Uzw- 0 z Duz[--Zw M�- Oo-,a. , U K >- Xw Uj - X D, w 'U 0 - 2 2 w �-_ OW F-- 8 1— 0 0 _ U U E i z oouja�w U a- 0 0 Of F- a- F- ITU ZU z< < yj Uj U Z LU CL 5= Lu U) - < LL (h = a- Uj LU < LL U_j w U U Of LU U LU C) 0 U U ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 04-03-2019 SHEET NUMBER S414901 ,gk TOP OF STUD EL. 20'-4" CANOPY SYSTEM (BY OTHERS) SEE 2 S4.2 FOR FRAMING SEE ARCHITECTURAL DRAWINGS (8) #12 SCREWS AT EACHSTUD 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 7-7 10" x 4" x 14 GAGE CONT. BENT y if PLATE. ATTACH TO 16 CAP L 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: YAff 1 1-011 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 (SEE PLAN) 600 T 250 - 97 CONT. TYPICAL EXTERIOR STUD FRAMING (SEE PLAN) SECTION THRU EXTERIOR WALL 7 SCALE: Y441 1 1-011 S4.2 400 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 1 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: YA11 1 1-011 S4.2 OL T.O.S. EL. VARIES 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 SCALE: YAff 11-011 54.2 I $11;IP off 1 0 ..... M SECTION THRU EXTERIOR WALL 3 — SCALE: YA11 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 = 1 1-001 S4.2 --- V___ 6" x 2.5" Z PURLIN W12 x 14 o* 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 4 6" METAL STUDS (SEE PLAN) 6"METALTRACK (SEE PLAN) PROVIDE 8" FLAT SURFACE AT EDGE OF DECK 6"METALSTUDS (SEE PLAN) SECTION THRU EXTERIOR STUD WALL DETAIL 5 SCALE: X411 1 1-011 ___A\,S4.2 METAL PURLINS (SEE PLAN) STANDING SEAM ROOF DECK (SEE ARCH.) - - - - 6" x 2.5" Z PURLIN 001 7 400 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 STANDING SEAM --------- I I (VERTICAL) ROOFDECK --------- - I (SEE ARCH.) 400 T 200 - 54 4" x 4" x 14 GAGE METAL CLIP WITH (6) #12 SCREWS EACH LEG Joel OPP so I I L 6" x 2.5" x 16 GAGE I Z PURLIN (6) #12 SCREWS ---/600 S-250-54 (ATTACH TO VERTICAL STUDS WITH 1 1 800 S-200-54 (ATTACH TO (6) #12 SCREWS VERTICAL STUDS WITH (4) #12 SCREWS 4" METAL STUDS (SEE PLAN) SECTION AT HIGH ROOF r9 SCALE: Y4vo 1 1-011 ,IS4_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 - - - - - - - - - . I ROOF DECK so - - - - - - - - - loot (SEE ARCH.) it 400 T 200 - 54 1 4" x 4" x 14 GAGE METAL CLIP WITH (6) #12 1 All L SCREWS EACH LEG SC Joel 6" x 2.5" x 16 GAGE Z PURLIN (6) #12 SCREWS --"/600 S-250-54 (ATTACH TO 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 SCALE: Y411 1 #-0" � �42 bennettiRpless 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.32222427 tz ,q M. STATE OF J* 0 R! ;0' ......... . .7P OVAL e %% -03-2019 04 w Q� S2 :D LU Uj z 0� zo L?U: ww < < �] >z U - >- Uj U_ U) < '0 w 000 Z < S 6'-- 3: 0 0� LU 0 < 0 Z�-) z af = LU 'Z' 'z LU 0 .,,,ozw 0 2� < It 0 0 0 'j 0 w z , z 1,) 0 w &' U 1")0- Z Uj 0 -0 UZ z �- U 2� >- LU Uj uni Z W 7- I Ch ao� _Z1) U 3: fy- D S U_ z < 0 >_ I_ T 'U 8 'U c:' 0 U- -i - C 0 Uj 0- Uj w z �!-_ -j wo U <Lo< Xa_O�D ch Q_ ICY- z jj U Z U-i In- Uj < — < U) 0� 0- Uj Uj < Uj u- X = 3: U-1 w U U Uj �_ 1: 0� Uj U F- < < 11� LU 2� Of z - D__ Ln 01 < w < a- i/_5 0 0 W> n C)_ C) 4-Ij V 0 C) 0 U _+_j . P-0 U wl 61 oe ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 04-03-2019 SfIEET NUMBER � 0 5PECINCATION5 GENERAL CONTRACTOR SHALL REfER TO ALL RELATED DOCUMENTS, ARCHITECTURAL, STRUCTURAL, CIVIL AND MEP DRAWINGS, AND f ULLY UNDERSTAND THE SCOPE Of WORK AND CONDITION Of CONSTRUCTION. THE WORK UNDER TH15 SPECIf ICATION5 AND DRAWINGS SHALL INCLUDE ALL LABOR. ALL INSTALLATION Of DEVICES AND CONNECTION Of CONDUCTORS SHALL BE PERfORMED 13Y LICENSED AND SKILLED ELECTRICIAN OR JOURNEYMAN. ALL WORK SHALL 13E COMPLETED TO THE 5AT15fACTION Of THE OWNER. If ANY PORTION Of THE WORK 15 fOUND LINSATISfACTORY BY THE OWNER, IT SHALL BE REMOVED AND REINSTALLED WITHOUT DELAY AT NO C05T TO THE OWNER. THE WORK INCLUDES, BUT NOT LIMITED TO: THE COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. ROUGH -IN AND NNAL CONNECTIONS TO ALL DEVICES REQUIRING ELECTRICAL POWER, INCLUDING OWNER PROVIDED EQUIPMENT. LIGHTING CONTROL LIGHTING fIXTURES EACH CONTRACTOR SHALL 013TAIN ALL PERMITS AND INSPECTIONS REQUIRED BY THE REGULATORYAUTHORITIE5. ALL fEE5 RELATED TO 013TAINING PERMITS AND INSPECTION SHALL BE PAID fOR BY EACH CONTRACTOR IN H15 TRADE. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH LOCAL, COUNTY, STATE, AND NATIONAL ELECTRICAL CODE 2017, 5PECIf ICATIONS, UTILITY COMPANY REQUIREMENTS AND ALL INDUSTRY STANDARDS. ANY DIffERENCE5 IN AE30VE MENTIONED REQUIREMENTS, THE M05T STERN SHALL OVERRULE ALL OTHERS. IN ADDITION TO A13OVE MENTIONED CODES AND 5PECIf [CATIONS, THE fOLLOWING INDUSTRY STANDARDS SHALL 13E COMPLIED If THEY ARE MORE STRINGENT. IEEE IE5 IECC 2009 A5HRAE 90.1 NfPA NEMA UL ADA THE MANUfACTURER5 PUBLISHED DIRECTIONS SHALL BE 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 Of CONNECTING AND CONTROLLING THEM. IT 15 NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL AND ALL fITTINGS REQUIRED fOR A COMPLETE SYSTEM. THE SYSTEMS SHALL INCLUDE BUT ARE NOT LIMITED TO THE ITEMS SHOWN ON THE DRAWINGS. EXACT LOCATIONS Of THESE ITEMS SHALL BE DETERMINED 13Y UfERENCE TO THE GENERAL PLANS AND MEASUREMENTS AT THE BUILDING AND IN COOPERATION WITH THE OTHER SUBCONTRACTORS, AND IN ALL CASES, SHALL BE SUBJECT TO THE APPROVAL Of THE OWNER. THE OWNER RESERVES THE RIGHT TO MAKE ANY REA50NABLE CHANGE IN THE LOCATION Of ANY PART Of THIS WORK WITHOUT ADDITIONAL C05T TO THE OWNER. CONTRACTOR SHALL SEEK APPROVAL f ROM THE OWNER fOR ANY CHANGES TO THE SPECIfICATION5 OR CONTRACT DOCUMENTS. ANY EXCEPTIONS, INCONSISTENCIES AND CONfLICT5 IN CONTRACT DOCUMENTS, 5PECIf ICATION5 AND CONTRACT DOCUMENTS BY OTHER TRADE SHALL BE BROUGHT TO ATTENTION TO THE OWNER PRIOR TO BID. CONTRACTOR SHALL COORDINATE AND VERIfY THE WORK WITH EX15TING CONDITIONS AND THE WORK Of OTHER TRADE PRIOR TO ANY fABRICATION5 OR INSTALLATION. If THE LAYOUT Of THE DEVICES ON DRAWINGS ARE IMPRACTICAL TO THE CONDITION IN ff IELD, 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 REASONABLE CHANGES IN LOCATIONS WITHOUT ADDITIONAL COSTS. THE LINES INDICATING BRANCH CIRCUITS DO NOT REPRESENT THE ROUTING Of ELECTRICAL CONDUITS. THEY INDICATE THE LAYOUT AND CONTROL Of CIRCUITS. PRODUCTS AND WORK MATERIALS fURN15HED SHALL BE NEW AND 13Y STANDARD MANUFACTURERS AND MUST CONfORM TO THE NATIONAL BOARD Of f IRE UNDERWRITERS REQUIREMENTS AND BEAR THE UNDEKWRITER5 LABORATORI ES' SEAL Of APPROVAL. L15TED MANUfACTURER5, MODELS, OR CATALOGUE NUMBERS IN PART OR ALL SHALL ENTAIL TO INCLUDE THE PUBL15HED MANUfACTURER!S DESCRIPTION AND 5PECIfICATION. CONTRACTOR SMALL NOT INTERPRET THAT THE L15TED MANUfACTURER5 IN 5PECIfICATION5 OR DRAWINGS TO EXCLUDE ALL OTHER MANUfACTURERS CONTRACTOR SHALL MAKE CERTAIN THAT ALL EQUIPMENT f IT IN THE SPACE DESIGNATED AND DESIGNEE) fOR THE SURROUNDINGS IT OCCUPIES. COMPLETE CATALOGUE ILLUSTRATION AND DE5CRIFTION5 Of ALL EQUIPMENT SHALL BE SUBMITTED TO THE OWNER PRIOR TO ORDERING ANY EQUIPMENT. ALL HORIZONTAL RUNS Of CONDUITS SHALL BE SUPPORTED 13Y MEANS Of APPROVE[) HANGER fROM THE STRUCTURAL CEILING. COORDINATE THE WORK UNDER THIS SECTION WITH ALL OTHER TRADES. CONDUITS AND RACEWAYS: MANUfACTUREP,5: SQUARE D, B-LINE, ALLIED TU13E * CONDUIT, HOfffMAN, CARLON ELECTRICAL, WIRE MOLD. OUTDOORS EXP05ED: RIGID STEEL. OUTDOORS CONCEALED ABOVE GROUND: RIGID STEEL. OUTDOORS UNDERGROUND: TYPE EFC-40-PVC OUTDOOR5 CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND MOTOR DRIVEN EQUIPMENT): LfMC, BOXES AND ENCLOSURES ABOVE GROUND: NEMA 3R UNLE55 NOTED OTHERWISE ON PLANS. INDOORS EXPOSED NOT SUBJECT TO PHY51CAL DAMAGE: EMT. INDOORS EXPOSED NOT SUBJECT TO SEVERE PHY51CAL 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 VIBRATING EQUIPMENT: fMC, EXCEPT USE LFMC IN DAMP OR WET LOCATIONS. INDOORS DAMP OR WET LOCATIONS: IMC. INDOORS LOW -VOLTAGE CABLES: EMT. 5PECINCATION5 CONDUCTORS: COPPER CONDUCTORS # 10 AND SMALLER: LABELED PER UL 83, TYPE THHN/THWN, SOLID COPPER GOO VOLT IN5ULATION, 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: LABELED PEP, UL 83, TYPE THHN/THWN, STRANDED COPPER, GOOVOLT INSULATION, UNIfORM COLOR CODED JACKET WITH JACKET DATA. ACCEPTABLE MANUfACTURER5 Of CONDUCTORS: PIRELLIE 5OUTHWIRE AETNA REPUBLIC AfC ENCORE WIRE KEKITE CONTRACTOR MAY USE ALUMINUM CONDUCTORS fOR #4 AWG OR LARGER IN THE PLACE Of COPPER CONDUCTORS. CONTRACTOR SHALL REfER TO NEC TABLE 3 10- 1 G fOp, EQUIVALENT AMPACITY AND SHALL COMPENSATE fOR VOLTAGE DROP. MOLDED CASE CIRCUIT BREAKER: INCLUDE SCHEDULE Of ALL fU5F_5, RATINGS, TIME COORDINATION DATA, MANUfACTURER!5 STANDARD DATA AND TIME -CURRENT CURVES. ALL DATA SHALL 13E BASED ON TEST Of STANDARD PRODUCTS. APPROVED MANUfACTURERS: GENERAL ELECTRIC CUTLER HAMMER SQUARE D SIEMENS THERMAL -MAGNETIC 13OLT-IN TYPE CIRCUIT BREAKERS WITH QUICK -MAKE, QUICK -BREAK CONTACTS; TRIP-f REE OPERATION WITH OVER -THE -CENTER TOGGLE HANDLE OR NON-REMOVA13LE MONOLITHIC TIE -HANDLE. MULTI -POLE BREAKER5 SHALL HAVE INTERNAL COMMON TRIP AND COMMON RE5ET WITH A SINGLE TOGGLE HANDLE OR NON-REMOVABLf MONOLITHIC TIE -HANDLE. TRIP RATINGS SHALL BE MOLDED ON THE HANDLE OR fACE Of BREAKER. BREAKER TERMINALS SHALL 13E RATED TO ACCOMMODATE A MINIMUM Of 75 DEGREE C. CONDUCTORS. BREAKER SHALL 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 13E UL LA13ELED AS "5WITCHING BREAKERS" AT THE APPLIED CIRCUIT VOLTAGE. MULTI -POLE BREAKERS RATED 100 AMPERES AND LARGER SHALL BE MOLDED CASE THERMAL -MAGNETIC BOLT -IN TYPE BREAKER WITH ADJUSTABLE INSTANTANEOUS TRIP. LIGHTING fIXTURE SUBMITTAL: SCHEDULE BY TYPE DESIGNATION ALL LIGHTING f IXTURE5, EACH COMPLETE WITH DATA SHEET WITH COMPLETE PHYSICAL, ELECTRICAL AND LIGHTING CHARACTERISTICS, LAMP TYPE AND LAMP DATA. REfER TO THE "LIGHTING fIXTURE SCHEDULE" VN 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 f IXTURE SHALL 13E UL LABELED fOR PROPER OPERATION IN THE TYPE Of CEILING CONSTRUCTION AND fOR THE MOUNTING ARRANGEMENT ON/IN WHICH IT 15 INSTALLED. NELD VERIfY ACTUAL CEILING SLOPE fOR fIXTURES INSTALLED IN SAME AND ACTUAL NELD DIMENSIONS AND ANGLES Of CONSTRUCTION fOR ANY fIXTURf CONfORMING THE SHAPE AND LENGTH Of SAME, fOR COORDINATION Of f IXTURE CONSTRUCTION. SUBMITTAL: INCLUDE SCHEDULE Of EACH PANELBOARD WITH ALL DEVICES AND COMPLETE WITH PHY51CAL AND ELECTRICAL DATA AND WITH RATINGS fOR. EACH COMPONENT INCLUDING BPTAKMf USE OVERLAY CURVES. LABELED PEP, UL #G7 AND #50, CONfORM WITH NEMA #250 AND PB 1, NfPA #70-384 AND 70-373. ALL JUNCTION BOXES SHALL BE LABELED WITH PANEL AND CIRCUIT DESIGNATION. PROVIDE TYPED CIRCUIT DIRECTORY WITH EACH CIRCUIT SERVING DEVICES AND AREA 75 SERVING. APPROVED MANUfACTUPTR5: GENERAL El FCTRIC CUTLER HAMMER SQUARE D SIEMENS LIGHTING CONTROL TIME SWITCHES: 50LID STATE, PROGRAMMABLE, WITH ALPHANUMERIC DISPLAY; COMPLYING WITH UL 3 17. 20-A BALLAST LOAD, 120/24OVAC. TWO ON -Off SET POINTS ON A 24-HOUR SCHEDULE AND ANNUAL HOLIDAY 5CHDULE THAT OVERRIDES THE WEEKLY OPERATION ON HOLIDAYS. ALLOW CONNECTION Of A PHOTOEI ECTRIC RELAY AS SUBSTITUTE fOR ON -Off f UNCTION Of A PROGRAM BATTERY BACKUP fOR NOT LE55 THAN SEVEN DAYS RESERVE TO MAINTAIN SCHEDULES AND TIME CLOCK. INDOOR OCCUPANCY SENSORS: WALL OR CEILING MOUNTED 5OLID-5TATE INDOOR OCCUPANCY 5EN50RS WITH A SEPARATE POWER PACK ADJUSTABLE 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 PACK: DRY CONTACTS RATED fOR 20-A BALLAST LOAD AT 120 OR 277 VAC. AUTOMATIC LIGHT -LEVEL 5EN5OR: ADJUSTABLE f ROM 2 TO 200 fC (2 1.5 TO 2 152 LUX); TURN LIGHTS Off WHEN SELECTED LIGHTING LEVEL 15 PRESENT. DUAL SENSOR TYPE: DETECT OCCUPANCY AREA USING PIR (PASSIVE INfRA-RED) AND ULTRASONIC DETECTION METHOD. 5PECINCATION5 GROUNDING AND 13ONDING ALL GROUNDING AND U30NDING SHALL CONfORM TO NEC ARTICLE 250. COPPER WIRE OR CA13LE INSULATED fOR GOOV UNLESS REQUIRED BY APPLICABLE CODE OR AUTHORITIES HAVING JURISDICTION. INSTALL SOLID CONDUCTOR fOR #8 AWG AND SMALLER AND STRANDED CONDUCTORS fOR #G OR LARGER. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS fOR ALL EQUIPMENT. LOW VOLTAGE TRAN5fORMER5 SUBMITTALS: PROVIDE PRODUCT DATA fOR EACH TRAN5fORMER. INDICATE DIMEN51ON5 AND WEIGHTS. PROVIDE CEKTIf ICATION THAT TRAN5fORMER5, ACCESSORIES, AND COMPONENTS WILL WITHSTAND SEISMIC fORCES. MANUfACTURERS: CUTLER -HAMMER, SIEMENS, GE AND SQUARE D. INSULATION CLA55: 220 DEG C, UL COMPONENT RECOGNIZED INSULATION SYSTEM WITH MAXIMUM Of 150 DEG C R15E ABOVE 40 DEG C AMBIENT TEMPERATURE. COMPLY WITH NEMA TP 1, CLA55 I EffICIENCY LEVELS AND TESTED ACCORDING TO NEMA TP2. TESTING AND INSPECTION: PERFORM V15UAL AND MECHANICAL INSPECTION AND ELECTRICAL TEST STATED IN NETA ACCEPTANCE TESTING 5PECINCATION. CEKTIfY COMPLIANCE WITH TEST PARAMETERS. PERfORM AN INf PARED SCAN Of TRAN5fORMf_R CONNECTIONS TWO MONTHS AfTER 1 SUBSTANTIAL COMPLETION, PLUS 2 fOLLOW UP SCANS. ONE AT 4 MONTHS AND THE OTHER i AT I I MONTHS. PROVIDE CERTIfIED REPORT. GENERAL NOTE5 ALL EXIT SIGNS, NIGHT LIGHTS AND EMERGENCY BALLA5T CHARGING CIRCUITS SHALL BE CONNECTED TO UN5WITCMED PORTION Of LIGHTING CIRCUIT SHOWN. NXTURE TYPE INDICATED BY UPPER CASE CHARACTERS, SWITCHING AND GROUPING DESIGNATED 13Y LOWER CASE LETTER AND CIRCUIT BY NUMBER (WHERE APPLICABLE). WMEN CONDUCTOR OR CONDUIT SIZE 15 INDICATED fOR BRANCH CIRCUIT HOME RUN, THE CONDUCTOR AND CONDUIT SIZE INDICATED SHALL BE USED fOR THE COMPLETE CIRCUIT. REfER TO THE ARCHITECTURAUINTERIOR5 DOCUMENTS fOR ACTUAL DEVICE LOCATIONS AND DIMENSIONS. REfERTO THE APPROPRIATE DRAWINGS fORTME EXACT LOCATION Of EQUIPMENT INSTALLED UNDER OTHER DIVISIONS Of THE DOCUMENTS, WHICH REQUIRE ELECTRICAL SERVICE. REf ER TO APPROPRIATE DRAWINGS AND MANUfACTURER5 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 OPPOSITE PHASES SMALL NOT 13E INSTALLED IN COMMON E30X UNLE55 PERMANENT BARRIER 15 PROVIDED. ALL RACEWAY AND EQUIPMENT SUPPORTS AND HANGERS SMALL 13F f LILLY COORDINATE[) WITH STRUCTURAL DRAWINGS. REfER TO THE ARCHITECTURAUINTERIOR5 REfLECTED CEILING PLANS fOR EXACT FIXTURE PLACEMENT AND DIMENSIONS. REfER TO THE ARCMITECTURAUINTERIORS DOCUMENTS fOR ACTUAL DEVICE LOCATIONS AND DIMENSIONS. NELD VERIfY LAYOUT WITH EX15TING CONDITIONS AND STRUCTURE PRIORTO BEGINNING INSTALLATION. 1 SEE MVAC 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 Of EQUIPMENT, fIXTURE5 AND DEVICES ARE INDICATED ON fLOOR AND REfLECTED CEILING PLANS, REfER TO STRUCTURAL AND ARCHITECTURAL PLANS fOR ELEVATION CHANGES AND RACEWAY ROUTES. PROVIDE SURGE PROTECTION fOR ELECTRICAL AND TELEPHONE SERVICES. EACH PENETRATION Of A f IRE RESISTANT RATED A55EMBLY 13Y A PIPE, TUBE WIRE OR CONDUIT SMALL BE PROTECTED BY A THROUGH PENETRATION fIRE STOP SYSTEM THAT HAS BEEN TESTED ACCORDING TO A5TM E814 OR E 199. ELECTRIC RECEPTACLES, 5WITCME5, OUTLETS, ETC. SHALL NOT BE INSTALLED 13ACK TO BACK ON f IRE RE515TANCE RATED WALLS. TMffY SHALL BE AT LEAST 24-INCHE5 APART. LEGEN D SYMBOLS DESCRIPTION MOUNTING 1p DUPLEX RECEPTACLE, 120V, 20A, NEMA 5-20P, 15" Aff DUPLEX RECEPTACLE, 120V, 20A, NEMA 5-20P, 42" Af f OR G" ABOVE COUNTER TOP QUADRAPLEX RECEPTACLE, 120V, 20A, NEMA 5-2OR 18" Af f QUADRAPLEX RECEPTACLE, 1 20V, 20A, NEMA 42" Af f OR G" ABOVE AC 5-2OR COUNTER TOP RN DUPLEX RECEPTACLE, 120V, 20A, NEMA 5-20P, fLU5H WITH fIN15HED fLOOR 0 DUPLEX RECEPTACLE, 120V, 20A, NEMA 5-2OR IN CEILING SPECIAL RECEPTACLE, CONfIGURATION AND ELECTRICAL CHARACTERISTIC AS NOTED ON DWG 18" Af f JUNCTION BOX FLUSH IN WALL WITH COVER. 51ZE PEP, NEC. 18" Af f JUNCTION 13OX fLUSH IN CEILING WITH COVER. SIZE PEP, NEC. IN CEILING El JUNCTION 13OX f LUSH IN f IN5HED f LOOK WITH fLU5H WITH fINI5hED COVER. 51ZF PER NEC. fLOOR SWITCH 42" Aff $3 SWITCH - 3 WAY 42" Aff $05 SWITCH - WALL MTD, INTEGRAL OCCUPANCY 42" Aff SENSOR $LV SWITCH - WALL MTD, LOW VOLTAGE, PILOT LIGHT 42" Aff SWITCH - WALL MTD, DIMMING 42" Aff SWITCH - CEILING MOUNTED OCCUPANCY SENSOR IN CEILING 9 TV OUTLET 18" Aff v TELEPHONE OUTLET 16" Aff TELEPHONE OUTLET. SUBSCRIPT: f - fIREMAN'5 42" Af f OR G" ABOVE PHONE, H - HOUSE PHONE, P - PAY PHONE COUNTER TOP TELEPHONE DATA COMBINATION OUTLET 18" Af f TELEPHONE DATA COMBINATION OUTLET FLUSH WITH fIN15HED f LOOP, TELEPHONE DATA COMBINATION OUTLET 42" Af f OR G" ABOVE COUNTER TOP 17 DATA OUTLET 18" Aff DATA OUTLET 42" Af f OR G" ABOVE COUNTER TOP D15CONNECT SWITCH. SUBSCRIPT: AMP / # Of AS INDICATED ON POLES / ENCLOSURE DWG Ep f USED DISCONNECT SWITCH. SUBSCRIPT: AMP/# AS INDICATED ON Of POLES / ENCL05U RE / f USE DWG ELECTRICAL PANELBOARD. REfER TO SURfACE MOUNTED PANELDOARD SCHEDULE. ON WALL EQUIPMENT AS NOTED ON DRAWING. 5URfACE MOUNTED ON WALL xo/ MOTOR HOME RUN WITH WIPE TICKS. XX - PANEL DESIGNATION, # - CIRCUIT DESIGNATION. WIRE XX4 TICKS - (1) NEUTRAL 1, (3) HOT III * (1) GROUND - _9MOKff DETECTOR. CEILING / WALL MOUNTED CEILING /80" Aff HEAT DETECTOR. CEILING/WALL MOUNTED CEILING / (50" Af f fIRE ALARM NOTINCATION DEVICE. AUDIO AND VISUAL. 80" Aff fIREALARMNOTIfICATION DEVICE. AUDIO. 80" Af f fIREALARMNOTIfICATION DEVICE. VISUAL. (50" Af f m _FfIRE ALARM INITIATION DEVICE. PULL STATION. 42" Aff ABBREVIATION5 AC G" A13OVE COUNTER SPACE OR 42" Aff IG ISOLATED GROUND Af AMPfU5f Isc SHORT CIRCUIT CURRENT Aff A13OVE fINI5HED f LOOP, LTG LIGHTING AL ALUMINUM MTD MOUNTED BFC BELOW fIN15HED CEILING N NEUTRAL E3KR BREAKER NL NIGHT LIGHT CND CONDUIT NEC NATIONAL ELECTRICAL CODE CONN CONNECTED OR CONNECTION PNL PANEL CTI5 CA13LE TV TERMINAL BACKBOARD RECPT RECEPTACLE CU COPPER TEL TELEPHONE DN DOWN TTB TELEPHONE TERMINAL BOARD EC EMPTY CONDUIT TV TELEV15ION ELEC ELECTRICAL TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR fACP fIRE ALARM CONTROL PANEL TYP TYPICAL fAA fIRE ALARM ANNUNCIATOR PANEL XfMpl TRANSFORMER G OR GRND GROUND UG UNDERGROUND GfCI OR Gf GROUND fAULT CIRCUIT INTERRUPTER WP WEATHERPROOf [it of,,, 1/ A 101% 67193 FLORIO' AL tollimill 1-111 MIAMI! 000111_'�,_l I WIPP-1, PROFICIENT E N G I N E E R I N G 6991 Peachtree Industriad Btvd Building 700 Peachtree Cwwn, Georgia 30092 404.330.9798 PROJECT # 118537 FL COA #28783 lu u =, �� oo� U) UJ (D uj ui 0 ui LL_ co I— C� Z _j a� z 3� Fj - < < < -i >_ W UJ 0 _j <Z U U) -i Llj EL LL LLI < uj w z < Lu V) < m Lu (D u-ji F-- LC-) ou '0-- M - �w_ (- ) F- < LU F-- C) F-- 0 Lli C12 H� Z V) Cr a- u 0 u C� (-) C� LL -i < Z V) m 0 Lu O� Lu LIJ Z LL. _J 0 u (D a � CL �- Er z < E < U-i Q� CL 0 LU Lu U z V) a- - Lu - < < ui ui u ch UJ Lu < Lu Fr Lu U LLj F- F- < J_ = Cr w Of Cr < Z ui = �Q § Of L F F-- < m < a- u) 0 0 > F__ m 0- U V as CAI u CA 0 7:1 0 u PLO �;, 0 r-4 u ul �l w ISSUE: FOR CONSTRUCTION UVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I E09 I V%CE* '-%&. 67193 GROUNDING AND 13ONDING DETAIL INTERSYSTEM BONDING #4 CU TERMINATION--, #G CU TO CATV TO TELEPHONE TERMINAL BOARD 3/4" x 10' GROUND ROD (MIN. GAPART) GROUNDI CLAMP JUMPER ONE -LINE DIAGRAM UTILITY MAIN 13ONDING JUMPER SIZE ACCORDING TO NEC TABLE 250.102(C)(1) MATCH ONE-LINf GROUND (-jr) WIRE SIZE SERVIC ENTRAN CONDU METAL \ 5ERVIC SERVICE D15CONNECT EQUIPMENT MA I H 11 0 N Tt C-L'I'IN E f--(;POLJND(-) 13UILDING STEEL DILE: I lef.D PRIMARY: 480V 3P 3W SECONDARY: 208Y/ I 20V 3P 4W DEMAND KVA: 37.2 3#3/0, #3/ON, # I /OG PANEL LA 208Y/ I 20V 3P 4W BUS: 400 MAIN: MCI3 DEMAND: 37.2 AIC: 22,000 Panel ROOM VOLTS 480Y/277V 3P 4W AIC 22,000 MOUNTING SURFACE 13US AMPS GOO MAIN BKR GOO HA fED fROM UTILITY NEUTRAL 100% LUGS STANDARD NOTE CKT CKT LOAD I CKT CKT LOAD # BKR KVA CIRCUIT Df-5CIRIPTION # BKR KVA CIRCUIT DE5CRIPTION 1 2011 2.0 LIGHTING a 2 15/3 2.7 CU-7 3 2011 2.2 LIGHTING 4 1 5 2011 2.G LIGHTING G 1 7 2011 3.7 Ef-A, LIGHTING a 8 15/3 2.7 CU-8 0 2011 0.7 LIGHTING b 10 1 1 1 2011 0.8 LIGHTING c 12 1 13 2011 0.4 LIGHTING a 14 2011 1.5 IfWH- 1 15 2011 0.3 LIGHTING b I G 20/1 0.0 SPACE 17 2011 0.5 LIGHTING c 18 20/1 0.0 SPACE 19 2011 1.5 LIGHTING a 20 2011 0.0 SPACE 21 2011 1.5 LIGHTING b 22 2011 0.0 SPACE 23 2011 0.0 SPACE c 24 2011 0.0 SPACE 25 20/1 0.0 SPACE a 2G 200/3 124.3 PANEL HB 27 2011 0.0 SPACE b 28 1 29 2011 0.0 SPACE c 30 1 31 2011 0.0 SPACE a 32 20/3 0.0 SPACE 33 2011 0.0 SPACE b 34 1 35 2011 0.0 SPACE c, 3G 1 37 2011 0.0 SPACE a 38 175/3 34.1 XfMR T-L 39 2011 0.0 SPACE b 40 1 41 2011 0.0 SPACE 1 42 1 1 CONN CALC CONN CALC KVA KVA KVA KVA LIGHTING 17.1 21.4 (125%) RECEPTACLES G.7 G.7 (50%> 10) LARGEST MOTOR 19.3 4.8 (25%) KITCHEN MOTORS 152.4 152.4 (100%) EQUIPMENT 1.2 1.2 (100%) NONCONTINUOU5 O.G O.G (100%) HEATING 4.5 4.5 (100%) TOTALLOAD 19 I.G BALANCED 3-PHASE 230.5 AMPS PHASE A 109% PHASE 13 9G.6% PHASE C 04.2% Panel ROOM VOLTS 208Y/ I 20V 3P 4W AIC 22,000 MOUNTING fLU5H BUS AMPS 400 MAIN BKR 400 LA fED fR.OM T-L NEUTRAL 100% LUGS STANDARD NOTE GKT CKT LOAD CKT CKT LOAD # DKR KVA CIRCUIT DF-5CRIPTION # BKR KVA CIRCUIT DE5CRIPTION 1 20/2 3.0 WH- I a 2 2011 O.G MOTORIZED DOOR 3 1 b 4 2011 O.G MOTORIZED DOOR 5 2011 0.2 RECEPTACLE c G 2011 0.4 MOTORIZED DOOR 7 30/2 3.1 MCU- I a 8 20/1 O.G MOTORIZED DOOR 0 1 b 10 2011 O.G MOTORIZED DOOR 11 2011 0.2 DEHUMIDINER c 12 2011 O.G MOTORIZED DOOR 13 2011 0.7 RECEPTACLE a 14 20/1 0.4 MOTORIZED DOOR 15 2011 0.4 RECEPTACLE b IG 2011 0.2 MOTORIZED DOOR 17 20/1 0.7 RECEPTACLE c 18 2011 0.4 KEYPAD, RECEPTACLE 19 2011 0.2 DEHUMIDIIFIER a 20 2011 0.2 KEYPAD 21 20/1 0.5 RECEPTACLE b 22 20/1 0.2 RECEPTACLE 23 2011 0.4 RECEPTACLE c 24 2011 0.7 RECEPTACLE 25 2011 0.7 RECEPTACLE a 2G 2011 0.4 RECEPTACLE 27 2011 O.G WATER COOLER b 28 2011 0.4 RECEPTACLE 20 2011 0.1 LIGHTING c 30 2011 1.2 Pff RIGERATOR 31 2011 0.2 MOTORIZED DOOR a 32 2011 0.5 RECEPTACLE 33 2011 0.0 SPACE b 34 2011 0.0 SPACE 35 2011 0.0 SPACE c 3G 70/2 12.5 fCU-9 37 20/3 0.0 SPACE a 38 1 39 1 b 40 25/2 2.7 CU-9 41 1 42 1 CONN CALC CONN CALC KVA KVA KVA KVA LIGHTING 0.1 0.1 (125%) RE CEPTACLES G.7 G.7 (50%> 10) LARGEST MOTOR 12.5 3.1 (25%) KITCHEN MOTORS 22.5 22.5 (100%) EQUIPMENT 1.2 1.2 (100%) NONCONTINUOU5 O.G O.G (100%) HEATING 3.0 3.0 (100%) TOTALLOAD 37.2 BALANCED 3-PHASE 103.3 AMPS PHASE A 121% PHASE E3 G45.7% PHASE C 110% Panel ROOM VOLTS 480Y/277V 3P 4W Al C 2 2, 000 MOUNTING SURFACE BUS AMPS 200 MAIN BKR MLO H13 fED fROM HA NEUTRAL 100% LUGS STANDARD NOTE CKT CKT LOAD CKT CKT LOAD # BKR KVA CIRCUIT DE5CRIPTION # BKR KVA CIRCUIT DE5CRIPTION 1 20/3 11.0 fCU- I a 2 30/3 19.3 I`CU-45 3 19 4 5 r- G 7 20/3 11.0 fCU-2 a 8 15/3 2.7 cu- 1 9 1 b 10 1 11 1 c 12 1 13 20/3 11.0 I`CU-3 a 14 15/3 2.7 CU-2 15 1 IG 1 17 1 15 1 19 20/3 11.0 I`CU-4 a 20 15/3 2.7 CU-3 21 1 b 22 1 23 1 c 24 1 25 25/3 15.0 fCU-5 a 2G 15/3 2.7 CU-4 27 1 b 2,5 1 29 1 c 30 1 31 25/3 15.0 fCU-G a 32 15/3 2.7 CLI-5 33 1 b 34 1 35 1 c 3G 1 37 25/3 15.0 fCU-7 a 38 15/3 2.7 CU-G 30 1 b 40 1 41 1 c 42 1 CONN CALC CALC KVA KVA KVA LARGEST MOTOR 19.3 4.8 (25%) TOTALLOAD 129.1 MOTORS 124.3 124.3 (100%) BALANCED 3-PHA5F 155.3 AMPS PHASE A 100% PHASE 13 100% PHASE C 100% FLORIDN ;VNAL I PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Btvd Diking 700 Peachtree Corners, Georgia 3W92 49.330.9798 PROJECT # 118537 FL COA #28783 LL' �2 LDL, 0� (D x LU Lu W L C'7)) �W- -J Qf ��: �J- - < < < _j < V) -j CL W <T=W= <mfr<w z w 0 LL- (-) F- F- 0 0 0 Ly F- 2� < oe < C� IL 0 02220 ��:to C�Y�jwo 0 '0 w vz) z 0�f * Z 0 z < 6 LU up LL- 0 "�': v U) LL � 3: 0- 0 )�-bww zw =) u Z Z W co >- LL3 2 ow- cy- ZD z w I I-- w w u I-- Ir U t w wu L Q� Of 10- Z, , <Qfo>- U�- <W,--81--08 W mtzw Q� 0- u u C) 0 ui fy Lij W 2 LL L' --Jj 0 < z IL 0 [if �-- q- �-- Q� z < E < Lu w u V) EL - Lu - < - E < Q-- a Lu < L6 Lij W Q) Q� U Lu L.Lj Fr LLJ U < = = Of w Of C]� �- < W V) cr F- co < (L Z75 0 0 5 0 (0 bfi ct ;-4 0 Cd C) "al 0 C) u u ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SIIEET NUMBER I I E002 1:1 A G[fNf-Nt-\L 5CHf-DULf- CALLOUT SYMBOL VOLTS KVA C I RCU IT WIPE CALLOUT D15CONNECT DESCRIPTION cu- I 480V 3F 4W 2.7 H13-8,10,12 1/2"C,3# 12,# 1 2N,# I 2G 30A/3F/NEMA 3P, CU-2 4-50V 3P 4W 2.7 HB- 14, 1 G, 13 1/2"C,3# 12,# 1 2N,# I 2G 30A/3F/NEMA 3R CU-3 480V 3P 4W 2.7 H13-20,22,2A 1/2"C,3# 12,# 1 2N,# I 2G 30A/3F/Nf_MA 3R CU-4 480V 3P 4W 2.7 H5-2G,28,30 1/2"C,3# 12,# 1 2N,# I 2G 30A/3P/Nf_MA 3K CU-5 480V 3P 4W 2.7 HB-32,34,3(; 1/2"C,3# 12,# 1 2N,# I 2G 30A/3F/NEMA 3R CU_G 480V 3P 4W 2.7 HB-38,40,42". 1/2"C,3# 12,# 1 2N,# I 2G 3OA/3P/NEMA 3R CU-7 480V 3P 4W 2.7 HA-2AG 1/2"C,3# 12,# 1 2N,# I 2G 30A/3F/Nf_MA 3K CU-8 480V 3P 4W 2.7 HA-8,10,12 1/2"C,3# 12,# 1 2N,# I 2G 30A/3P/Nf_MA 3K CU-0 208/120V 2P 3W 2.7 LA-40,42 1/2"C,2# 12,# 1 2N,# I 2G 3OA/2F/Nf_MA 3P, Iff-A 277V I P 2W 0.1 HA-7 1/2"C, I # 10,# 1 ON,# I OG SWITCHED WITH LIGHTS Ef-A 277V I P 2W 0.1 HA-7 1/2"C, I # 10,# 1 ON,# I OG SWITCHED WITH LIGHTS f_WH_ I 277V I P 2W 1.5 HA- 14 1/2"C, I # 12,# 1 2N,# I 2G 30N I P/N EMA I fCU_ I 480V 3P 4W 10.97 HB- 1,3,5 1/2"C,3# 12,# 1 2N,# I 2G 30A/3P/NEMA I fCU-2 480V 3P 4W 10.97 HB-7,9,1 I 1/2"C,3# 12,# 1 2N,# I 2G 30A/3P/Nf-MA I fCU-3 480V 3P 4W 10.97 HB- 13,15, 17 1 /2"C,3# 12,# 1 2N,# I 2G 30A/3P/Nf-MA I fCU-4 480V 3P 4W 10.97 H13-19,21,2 _3 1/2"C,3# 12,# 1 2N,# I 2G 30A/3F/NEMA I fCU-5 480V 3P 4W 14.9G HB-25,27,29 1/2"C,3# 10,# 1 ON,# I OG 30A/3F/Nf_MA I fCU_G 480V 3P 4W 14.9G H15-31,33,35 1/2"C,3# 10,# 1 ON,# I OG 3OA/3F/Nf_MA I fCU-7 480V 3P 4W 143G HB-37,39,41 1/2"C,3# 10,# 1 ON,# I OG 30A/3P/NEMA I fCU_b 480V 3P 4W 19.29 H5-2AG 1/2"C,3# 10,# 1 ON,# I OG 30A/3F/Nf_MA I fCU_9 208/120V 2P 3W 12.48 LA-3G,38 I "C,2#4,#4N,#8G I OOA/2F/Nf_MA I MCU_ I 208/120V 2P 3W 3.12 LA-7,9 1/2"C,2# 12,# 1 2N,# I 2G 3OA/2F/NEMA 3K WH_ I 208V 2P 2W 3 LA- 1, 3 1/2"C,2# 12,# 1 2G 30A)2F/Nf_MA I 5TORAGE LUMINAIRE 5CHEDULf- CALLOUT SYMBOL LAMP DESCRIPTION MODEL TOTAL VA VOLTS QUANTITY A (1) 42W LED 4'LED STRIP WITH INTEGRAL OCCUPANCY COLUMBIA 42 277V I P 2W 145 5EN50K #LCL-4-4O-ML-E-U-LCLWG4 Aff (1) 42W LED 4'LED STRIP WITH INTEGRAL OCCUPANCY COLUMBIA 42 277V I P 2W 101 5EN50K WITH EMERGENCY BALLAST #LCL-4-40- M L-f--U -ELL I 4-LCLWG4 C (1) 42W LED 2x4 TROfff_R, LED COLUMBIA 42 277V I P 2W I I #L5ER-22-50-MIL-G-C-Iff-L) C 1- (1) 42W LED 2x4 TROfff_R, LED WITH EMERGENCY BATTERY COLUMBIA 42 277V I P 2W 8 #L5f_R-22-5O-ML-G-C-Iff-U-f_LL 14 f (1) 42W LED 4' 5TRI P COLUMBIA #LCL- I 4-50-ML-G-C-E-U 42 277V I P 2W 2 NIL (1) 42W LED 4'LED STRIP WITH EMERGENCY BALLAST. NIGHT COLUMBIA 42 277V I P 2W 2 LIGHT #LCL-4-40-ML-E-U-If-ILL I 4-LCLWG4 0 (1) 109W LED EXTERIOR WALL PACK LITHONIA D5XW2 LED 30C 1000 109 277V I P 2W 49 T3M MVOLT Olf (1) 109W LED EXTERIOR WALL PACK W1 BATTERY 13ACKUP LITHONIA D5XW I LED 20C 530 109 277V IF 2W G T3M-MVOLT-ELCW P, (1) 3 1 W LED TRACK LIGHTING AMERLUX 31 120V I P 2W 3 MURH-3 I -LED-5T-T51-120-WW-30 ON AMERLUX GE5208-2-GE51 I -GE541-2 x (1) 5W LED THERMOPLASTIC EXIT SIGN WITH BACKUP COMPAS #CER 5 277V IF 2W 33 BATTERY A P*j 67193 FL( ORID11" AL PROFICIENT E N G I N E E RI IN G 6991 Peaftee Industrial Blvd Building 700 Peachtree Cortters, Georgia 30092 404.330.971A PROJECT# I I M37 FL COA #28783 ui w ty E �_) :U::)) :w:) W ui 0 Lu U- 0 IZD _wj ly- z cr 14 Z >_ < < E u _j >_ LU Lu u0_ _j w < Z UJ U) c/) _j Lu 0- = < En cy < ui < LIJ a: U) f ui 0 LL u = :,I-- w - 0 0 V) [n < W u 0 cy Z < 7) W < 0 t- Z F__ cr < 0 a- 0 CIZZ:D0 3E'oy-n��jwo OF_<0F'-)z D W�-U_a 2: C/) = - �__ CO 0 ZO U) �W- OZ Zo F_- 0 ;i - w W CL X =:) W Lu T_ �- U I =) �-- G� U 0 cl� - Lu - Q� W LL Z < of 0 >_ �_ u F__ <Lu�_01__ 0 ui M-ZC/)Ui CYCLUOU0 OLL-i =<Z 0 0 w 0� w uj u Z LL _j 0 U a- 0 0 Ile a- Q� z < E < w Ir W u z cw a- w < m < < (L Wwul]�ULUF_�_ Y:Fywu[--< xmofujafa� V 0 C) P4 C) 4-oI IIA ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER E0103 GENERAL NOTE5 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOP, EXACT LOCATIONS Of ALL CEILING MOUNTED DEVICES. ALL RECEPTACLES SHALL BE GROUNDED AS REQUIRED 13Y ARTICLE 250-14G. PROVIDE UNSWITCHED HOT LEG Of CIRCUIT TO EMERGENCY LIGHTING AND EXIT SIGNS. fWURES NOT INDICATED TO 13E CONTROLLED BY OCCUPANCY SENSORS SHALL BE CONNECTED TO LIGHTING CONTROL PANEL AND SHALL 13E TIME CLOCK CONTROLLED. LIGHTS LABELED NL ARE NIGHT LIGHTS. KEYNOTE5 (:DPROVIDE JUNCTION 13OX FOR POWER TO KEYPAD. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION IN FIELD. PROVIDE JUNCTION 13OX IN CEILING fOR POWER TO HANDICAPPED DOOR MOTOR. TYPICAL. PROVIDE JUNCTION 5OX IN CEILING FOR POWER TO DEHUMIDIFIER. COORDINATE EXACT POWER REQUIREMENTS WITH MECHANICAL CONTRACTOR. HA-3 #10 w LA-20 FIRST FLOOR PLAN - BLDG A SCALE: 1/8"=l'-O" 101 A%, 67193 FLOWN 1-11/70NAL *1i %immin PROFICIENT E N G I N E E R I IN G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia M2 04.330.9798 PROJECT#118537 FL COA #28783 w w, LU 0 W LL u) D UJ 'ZD L-L J, Ly < < -i >- LLJ W 0 -1 < W U w a- D < M Cr < LU U) -i LL w < w w 0 U 1-- Do-- � - -mj F< 0 0 U) < of Z w of < Q D 0 L'Lj CO) 0 �7- < z LL- z W — 0:i W 0 0 0 F-- < _zw LL C:) L' Z 3: 0�� 0 �-- 0 1 V) 0 V) z co QD 0 — 0 W :D U Z Z LLJ >- W LLJ CL Q-, L[j = V) zw LJJ U LU Z < — F- wu 0 W M—ZU)6 0�1L(-)C)UMUMLL-i =<Z C� 0 w Q� w LLJ Z LL -J 0 U CL 0 0 w a- z < E < w LIJ Z V) Lij Lij w < Li] �= Q� 3: wwU0�Uwi,-i-- Y�xwu�-< ry Lij Of 0� — < z LLJ T- �2 < m < a- W M 0 �7-:> �- C� �i 'M I v 0 Cd 0 0 w yu, 1A 1A Ul U I I ISSUE: FOR CONSTRUCTION I I PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER E I GENERAL NOTF5 REfER TO ARCHITECTURAL RE f LECTED CEILING PLAN fOR EXACT LOCATIONS Of ALL CEILING MOUNTED DEVICES. ALL RECEPTACLES SHALL BE GROUNDED AS REQUIRED BY ARTICI F 250-14G. PROVIDE UN5WITCHED HOT I FG Of CIRCUIT TO EMERGENCY LIGHTING AND EXIT SIGNS. fIXTURE5 NOT INDICATED TO BE CONTROLI ED 15Y OCCUPANCY SENSORS SHALL 13F CONNECTED TO LIGHTING CONTROL PANEL AND SHALL BE TIME CLOCK CONTROLLED. LIGHTS LABELED NL APE NIGHT LIGHTS. KEYNOTE5 C) EXHAUST fAN TO BE CONTROLLED WITH LIGHT SWITCH. PROVIDE JUNCTION E50X fOR POWER TO KEYPAD. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION IN MELD. PROVIDE JUNCTION BOX IN CEILING fOR POWER TO HANDICAPPED DOOR MOTOR. TYPICAL. PROVIDE JUNCTION BOX IN CEILING fOR. POWER TO DEHUMIDIf IER. COORDINATE EXACT POWER REQUIREMENTS WITH MECHANICAL CONTRACTOR. KNOX 13OX FOP, SHUNT TRJP DISCONNECT fOR SERVICE DISCONNECT. 30A/2P/NEMA I DISCONNECT SWITCH IFOR INDOOR MINI-5PLIT UNIT. INDOOR, UNIT TO BE POWERf D f ROM OUTDOOR U NIT. H LA- 1 (5 z I I 'j L- I N L-/ I L- \Ij \-/ I \ I L-" I E11-2 SCALE: 1/8"=l'-O" )2 D 7 '%ttlitillIllit", 67193 S FL 0 R I'D 'ON, PROFICIENT E N G IN E E RI IN G 6991 Peachtree InclusWal Blvd Building 700 Peachtree Comers, Georgia M2 4(X.330.9798 PROJECT# 118537 FL COA #28783 wu W, V) ff LU L"j LLI 0 W LL cf) 0 _j Z -<Wmff <ww aw- L LLJ w M V) Lij 0 LL �2 00 cf) - = it-, 'a 'z cr . M: < D W < 0 Z i- Q� < 0 w vz) 'z- [wr z (/)0 0 F- 0 0 0 < 0 f w �- 1--- 6;5 u 0 LL 0 GO LL Z 3: tx V) b U) z w (D 0—Qw::)uz�-zuj CD�-- z Z w = F- (/) (-) z >- Llj W CL ly- D W W Y F-- (-) Lu =) Q'� =') S) -0 'LL - 'z c y- E > - L'L I E)- F'- Lu �-- C) �-- c) W 00 — Z Cf) U5 llf[Luouo C)U--i =<Z 0 0 w 0� w W C) Z LL -1 0 (-) a- 0 0 0� �-- a- �- Of z < E < LLJ (If W U z cncLy-Lul< w L ly IL < uj w w C) U Lu LLj �-- E W U < a LL) Of oe < z �; w T (y- a) CIA) 0 P4 %:14 ;-4 0 u 'i�' 9 P-4 u 101 tu I I ISSUE: FOR CONSTRUCTION I I PROJECT NUMBER 201912 DATE 4-3-19 SHEET NUMBER E 1,0 2 UA�WA 0 "Ah MEN FLOOR PLAN - BLDG D SCALE: 1/8'=10-00' z r 2'� FLOOR PLAN BLDG C El-3 SCALE: 1/8"=V-0" a 0 AR*j Qj V%CEW 6 7193 FLdRID 04AL PROFICIENT E N G I N E E R I N G 6991 Peaditree IndustrU Blvd BuNding 700 Peachtree Corriers, Georgia 30092 404.330.9796 PROJECT # 118537 FL COA #28783 LL] LLJ Of c r L) W w 0 LL1 LL 0 J, z 1) Z < L L) LLJ Lo, i Lu < LLJ -j >- CLL < ED Ix ui I L'i T L'i = 0 < LLJ 0 LL U F- M, I F-) F- 0 0 0 M F- <U U c/) of F- < 7) < Z U-1 < § t .Y- z W L'Lj 00 0 Z :::) 0 M — 0 FI-) Z :::) 0 LL Of i---=W0zwwzz-0 z V) I �-- 0 F- 0 1-- u — K w �- I-- z-- u 0 L-L 0 cf) LL- Z 3: cr V) b C/) z LLJ 0— ::) u Z Lu CO 0 LLJ z Lu -r �-- V) u z >- w ui CL Q� 7) Lu Ljj F- L) W 7) F-- Ir u V) 0 -) oe w — Ir Of ::) :D - LL- Z < Of Q >- F- U F— < W F- 0 �- 0 Lli m — Z (/) cli Cy IL U 0 (-) Q 0 LL -j = < Z 0 0 w cr uj W (-) Z LL- -i Q U [L 0 (D CK F- CL F-- Of z < E < w of w a- T w 1 < w < L6 Er CL W w W L) u W F- LIJ U F- D-- ch w a 0� < z — Lu a) 0 0 0 u �;, ov..4 u lulm IA ul tu A�l ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I N (--�l FLOOR PLAN BLDG B E1.3 SCALE: 1/8"=l'-O' 0 (D 0 0 GENERAL NOTE5 REfER TO ARCHITECTURAL REfl ECTED CEILING PLAN fOR EXACT LOCATIONS Of ALL CEILING MOUNTED DEVICES. PROVIDE UNSWITCHED HOT LEG Of CIRCUIT TO EMERGENCY LIGHTING AND EXIT SIGNS. fIXTURE5 NOT INDICATED TO 13E CONTROLLED 13Y OCCUPANCY SENSORS SHALL 13E CONNECTED TO LIGHTING CONTROL PANEL AND SHALL 13E TIME CLOCK CONTROLLED. HA-2 I effil #10 0 0 0 0 0 7-7 - 0 0 0 0 0 0 0 HA-IP plorh] FLOOR PLAN BLDG F SCALE: 1/8"=l'—O" 0 0 0 0 0 0 z FLOOR PLAN BLDG E El-4 SCALE: 1/8"=l'—O" I 0 0 0 0 67193 FLORIO- 70NAL PROFICIENT E N G I N E E R I N G 6991 Peachbee Industrial Blvd Building 700 Peachtree Comers, Ceagia 30092 404.330.9798 PROJECT # 11 W7 FL COA #28783 ui ' of �2 :D CQ Cr w W LU of 0 C) W, Z 3: Z < >- W W 0 _j < V) LLj EL LL w < M ir < LWLj U) w 0 LL- (-) �- -i 1-- 0 0 L M < V) (-) 0 cr z .=�-< D<OCL W < Z �- Of 0 OZZ7)c:) �itol--dfELJW" V) 0 ZO 0 Wl- Zo Zo �--- 0 2� LL Z 3: w 0 U) U) z W 0— ::) z Z Lu co 0 W w w L) >- Lu w CL of w W Lu D �- Q� (-) V) 0 ch LLJ — cr of ::) 5 - LL- Z < �- u �- <WF-0�- 0 W M—zv)ci Lro-uculn OLL-i =<Z n 0 Lu C)f w W u Z LL- -J 0 U M 0 0 of �- 0- F- Q� z x w u Z LLJ 0- y w 1 < < of U) LU < LLi W LLJ U Of U LLJ Of LLI U < cn a: ly- w O� cr — < z — w = — cy- < M < 0- U) c� 0 �-- > �- n 0 v r.. cd cu 0 , 4 7-4 0 T-0 u w ISSLTE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I rm W mo-1hrm GENERAL NOTE5 REff-K TO ARCHITECTURAL REf LECTED CEILING PLAN fOR EXACT LOCATION5 Of ALL CEILING MOUNTED DEVICES. ALL RECEPTACLES SHALL BE GROUNDED AS REQUIRED 13Y ARTICLE 250-14G. ENLARGED OFFICE PLAN SCALE: 1/4-=l'- LA-27 VA. 67 9 YON PROFICIENT E N G I N E E R I N G 6991 Pead*ee Indushial Blvd Budding 700 Pead*w Corners, Georgia 30092 4M.330.9798 PROJECT#11&537 FL COA #28783 w y WD UWJ of Uj 0 Uj U- 1D UJ 'D U'j z - 0� z 3: of '4- zo < -j >- Uj Uj 0 _j < -i Uj a- = LL w < Qf < UUji < i-- Uj 0 [1- U �2 Ln -j 0 0 0 (n of = m < V) U Of z LU < t- Z' < D < 0 EL L- Cot of 0 OZZDO Uj It I r) 0 - < 0 z D C/) Lj- x z 0 Z V) Z - 0 2� 0 �--00E-U- < —zw �-6;5—uowg (f) Lj- z 3: a M 0 0 z m 0 0— :D S-) Z �-- Z LU U - 0 LU z 0 Z>-Ww[LaDwzw= �- X U 0 0 -) cy w 1—: �- UUj —W Q� of l:) ::) - LL Z < (If 0 >- i--- U �-- < Lu �-- in �- 0 LLJ rn—zv) rl�[LUOUQUOU--j =<Z: 0 0 Lu (If Uj LLJ Z LL -J 0 U a_ 0 0 LLJ Of a- z < O� w u Z V) a- uj < < LU LU U cy- q- LU L'i < L6 — U LLJ 37 X LLJ U I- < LIJ Q� Of z = V) �E Of < co < EL �7) 0 0 �7- W �-- E 0 a) 4-4 C) c) U I I ISSUE: FOR CONSTRUCTION I I PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER E210 I 1. W _F4 '�b4P %,%CEN$t -74o. 67193 nCOMcheck Software Version 4.1.1.0 Ve Interior Lighting Compliance Certificate Project Information Energy Code: Project ride: Project Type: Construction Site: 2017 Florida Building Code, Energy Conservation New ConstrucUon 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 Aflowed Allowed Watts (ft2) Watts 1 ft2 (B X C) 1-Common Space Types:Storage 1000 sq.fL 52266 0.57 29792 Total Allowed Watts 29792 Proposed Interior Lighting Power A 13 C D E Fixture ID : Description / Lamp / Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X 0) Fixture Fixtures Waft. 1 -Common Space Iypo:Storage >=1000 aq,ft. LED: A (STORAGE): 4'LED STRIP WITH INTEGRAL OCCU: Other: 1 140 42 5880 LED: AE: 4'LED STRIP WITH INTEGRAL OCCU: Other. 1 101 42 4242 LED: C: 2x4 TROFFER, LED: Other 1 10 42 420 LED: CE: 2x4 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 Watts 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 Inspection Checklist. Brian M. Armenta, PE, LEED AP 201842-18 Name - Title Signature Date Project'ritle: Report date: 12/18/18 Data filename: \\share.peiati.com\projects\118\118537 Zephyr Commons SS Zephyrhills FL\118537 Page 1 of 7 COMCHECK.cck C405.2.1 Lighting controls installed to uniformly Zkomplies Requirement will be met. [EL15]1 :reduce the lighting load by at least DDoes Not :50%. CINot Observable CINot Applicable C405.2.1 i0ccupancy sensors installed in Tkomplies Exception: Automatic -on controls are allowed in corridors, [EL1811 ;required spaces. :[]Does Not stairways, restrooms, primary building entrance areas and :lobbies, and areas where manual -on controls could impact �[]Not Observable I :safety or security. �[]Not Applicable C4052.1, Independent lighting controls installed �OComplies Exception: Lighting that is related to means of egress in C405.2.2. per approved lighting plans and all ODoes Not :stairways, ramps, corridors, or emergency routes. 3, manual controls readily accessible and: ;;visible �E]Not Observable JEL2j)2 to occupants. ONot Applicable C405.2.2. !Automatic controls to shut off all ticomplies :Requirement will be met. 1 ibuilding lighting installed in all 0Does Not _212 teL2 buildings. ONot Observable ONot Applicable C4052.3 Daylight zones provided with DComplies Requirement will be met. [EL1612 individual controls that control the �[]Does Not lights independent of general area I �ONot Observable: lighting. �[]Not Applicable C405.2.3, Primary sidelighted areas are ;E]Complies 'Requirement will be met. C405.2.3. equipped with required lighting T]Does Not 11 controls. �[]Not Observable C405.2.3. 2 ONot Applicable 1! [EL2011 C405.2.3, :Enclosed spaces with daylight area OComplies Requirement will be met. C405.2.3. under skylights and rooftop monitors 0Does Not 1, :are equipped with required lighting C405.2.3. controls. ONot Observable! 3 EINot Applicable [EL2111 C405-2.4 Separate fighting control devices for iOCompties 'Requirement will be met. [EL411 specific uses installed per approved ODoes Not :lighting plans. �[]Not Observable ONot Applicable C405.2.4 Additional interior lighting power ;E]Complies Requirement will be met. [EL811 allowed for special functions per the ODoes Not :approved lighting plans and is dNot Observable: automatically controlled and :T]Not Applicable separated from general lighting. I C405.2.5 i Automatic lighting controls for exterior:[]Complies [EL25)nuti lighting installed. Controls will be ElDoes Not daylight controlled, set based on ONot Observable: business operation time -of -day, or ONot Applicable reduce connected lighting > 30%. C405.3 Exit signs do not exceed 5 watts per �IOComplies !Requirement will be met. [EL611 face. ElDoes Not []Not Observable E]Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) J Project Title: Report date: 12/18/18 Data filename: \\share.peiatl.com\projects\118\118537 Zephyr Commons SS Zephyrhills FLU18537 Page 4 of 7 COMCHECK.cck eCOMcheck Software Version 4.1.1.0 �j( Exterior Lighting Compliance Certificate Project Information Energy Code: Project Tide: Project Type: Exterior Lighting Zone 2017 Florida Building Code, Energy Conservation New Construction 2 (Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Conbractor: Allowed Exterior Lighting Power A Area/Surface Category B C 0 E Quantity Allowed Tradable Allowed Watts Watts I Unit Wattage (B X C) Main entry 40 ft of door 20 Yes 800 Total Tradable Watts (a) = 7885 Total Allowed Watts = 7885 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoft 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 areastsurfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Waft. Main ent[y (40 ft of door wkfth): Tradable WAUne LED 1: 0, OE: LED Other Fixture Unit 103W: 1 77 109 8393 Walkway >= 10 feet wide (50610 ft2): TradaWa]lkaffM Total Tradable Proposed Watts 8393 Exterior Lighting PASSES: Design I% 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. Bdan 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\118\118537 Zephyr Commons SS Zephyrhills FL\118537 Page 2 of 7 COMCHECK.cck Fl--FH—igh impact crier 1) 1_ 2 ]Medium Impact (Tier 2) 13 1 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 e�j( 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. . . . 174 _7 . . . f . 2�_ C405.6 F Plans, specifications, and/or VComplies [PR17]1 � calculations provide all information ODoes Not :with which compliance can be I ;determined for the electrical systems ONot Observable: and equipment and document where ONot Applicable ;exceptions are claimed. Provisions are made for metering individual tenant units. Feeder connectors (for feeder land branch circuits) sized in accordance with approved plans with maximum drop of 5% voltage drop :total. C103.2 Plans. specifications, and/or ;E]Complies Requirement will be met. [PR411 :calculations provide all information ;E]Does Not ;with which compliance can be []Not Observable: determined for the interior lighting !and electrical systems and equipment ONot 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. C103.2 Plans, specifications, and/or 11complies [PR811 calculations provide all information :ODoes Not :with which compliance can be [INot Observable: determined for the exterior lighting Applicable and electrical systems and equipment :E]Not :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 bComplies [PR911 ;calculations provide all information ZIDoes Not ,with which compliance can be :[]Not Observable;, determined for the additional energy , ONot Applicable efficiency package options. Additional Comments/Assumptions: I I I High Impact (Tier 1) 12 ]Mediurn Impact (Tier 2) 13 1 Lo w I m p a c:t: :(T:i:e 7r3�)� Project Title: Report date: 12/18/18 Data filename: \\share.peiatl.com\projects\118\118537 Zephyr Commons SS Zephyrhills FL\118537 Page 3 of 7 COMCHECK-cck C303-3, Furnished O&M instructions for ElComplies Requirement will be met. C408-2.5. systems and equipment to the IlDoes Not 2, ;,building owner or designated [FI1713 representative. UNot Observable; ONot Applicable C405.4.1 ;interior installed lamp and fixture DComplies See the Interior Lighting fixture schedule for values. (FI1811 lighting power is consistent with what 1]Does Not is shown on the approved lighting :plans, ZINot Observable demonstrating proposed watts ONot Applicable :are less than or equal to allowed watts. C405.5.1 Exterior lighting power is consistent i0complies See the Exterior Lighting fixture schedule for values. [FI19)1 with what is shown on the approved !ODoes Not :lighting plans, demonstrating � proposed watts are less than or equal :ONot Observable :to allowed watts. :E]Not Applicable C408.2.5. I Furnished as -built drawings for !E]Complies Requirement will be met. 1, 1 electric power systems within 90 days :[]Does Not � ItI1613 of system acceptance. IoNot Observable; I ONot Applicable C408.3 Lighting systems have been tested to Tkomplies ;Requirement will be met. [F13311 :ensure proper calibration, adjustment, :[]Does Not programming, and operation. []Not Observable; ONot Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low ImpacJt7(7rie7r3_)_7] Project Title: Report date: 12/18/18 Data filename: \\share.peiatl.com\projects\118\118537 Zephyr Commons SS Zephyrhills FL\118537 Page 6 of 7 COMCHECK.cck FLORIO- U:J W W 0 W L, 015) W� 0 '_J Ir Z 7�. U — n i 3 < Z C0 -,i >W W, LU < Wm ly- < WW V) < T W 0 LL_ U ") I— -Mi I<- 1W_ �U_ 0 0 OZ V) cr < D < offf W < Q� OZZ 0 �--�jtozffLu 0 0 — < Z =) U) F- E CW)f 0 Z 0 Z W LU 7� Z C) U) 0 �- 0 0 :� Li- 0 - W <W�-OF 0 W M—Zv)(15 QfCLUOUC�UMLI--i =<Z nowaeww ZLL-JC�ua-00 of CL Z < LU Q� W U Z W a- w < CL W W < W W U U W LU U < of Q� Q� = of < Cn < a- 3 0 W5 P- 0 U ons A 0 4-1 cu 0 0 U YU 1A U U I I ISSUE: FOR CONSTRUCTION I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I E I- % A r 15FEC1F=1CAT 10 N 5 SHOP DRAWINGS: SUBMIT SHOP DRAWINGS FOP, REVIEW. PDf FILES PREFERRED. SHOP DRAWINGS SHALL BE BOUND INTO VOLUMES (f ILES), WITH EACH VOLUME (FILE) CONTAINING ONE COPY Of ALL SHOP DRAWINGS. ALL SHOP DRAWINGS SHALL 13E SUBMITTED SIMULTANEOUSLY; NO SHOP DRAWINGS WILL BE CHECKED UNTIL ALL HAVE BEEN SUBMITTED. SUBMITTALS SHALL 13E SUPPORTED 13Y DESCRIPTIVE MATENAL, SUCH AS CATALOG CUTS, DIAGRAMS, PERFORMANCE CURVES AND CHARTS PUBLI5HED BY THE MANUFACTURER, TO SHOW CONFORMANCE TO SPECIFICATION AND DRAWING REQUIRE MENT5; MODEL NUMBERS ALONE WILL NOT BE ACCEPTABLE. ALL LITERATURE SHALL CLEARLY INDICATE THE SPECIFIED MODEL NUMBER, DIMENSIONS, ARRANGEMENT, RATING AND CHARACTERISTICS Of THE PROPOSED EQUIPMENT. CAPACITIES AND RATINGS SHALL 13E BASED ON CONDITIONS INDICATED OR SPECIFIED HEREIN. ANY DEVIATIONS FROM SPECIFIED EQUIPMENT (PARTICULARLY THOSE WHICH REQUIRE COORDINATION WITH OTHER TRADES) SHALL 13E CLEARLY NOTED IN A CONC15E L15T ON A SEPARATE SHEET. TEST AND 13ALANCE: THE CONTRACTOR SHALL RETAIN THE 5ERVICE5 Of AN INDEPENDENT TEST AND BALANCE AGENCY THAT 15 INDEPENDENT Of ANY CONTRACTOR, SUB -CONTRACTOR, OR MANUFACTURER TO PERFORM THE TESTING AND BALANCING AND PREPARE REPORTS TO THE GENERAL CONTRACTOR. THE INDEPENDENT TEST AND 13ALANCE AGENCY SHALL HAVE A CERTIFIED MEMBER Of THE NATIONAL ENVIRONMENTAL 13ALANCING BUREAU (NE1313). TEST AND BALANCE SHALL AL50 PROVIDE QUOTE TO PERFORM BALANCING FOP, COMFORT 51X MONTHS AFTER THE SPACE 15 OCCUPIED. F-TAB.COM OR EQUIVALENT. GUARANTEE THAT EACH PIECE Of APPARATUS SHALL BE Of THE CU5TOMAp1Y STANDARD AND QUALITY FURN15HED BY THE DE51GNED MANUFACTURER FOP, THAT CATALOG NUMBER. GUARANTEE THAT THE AIR SYSTEMS SHALL OPERATE WITHOUT AERODYNAMIC N015E GENERATED FROM THE FAULTY INSTALLATION Of DUCT WORK OR ANY COMPONENT Of THE AIR DISTPJ13UTION SYSTEM. GUARANTEE THAT ALL SYSTEMS AND COMPONENTS SHALL BE PROVIDED WITH A ONE YEAR WARRANTY FROM THE TIME Of DATE Of SUBSTANTIAL COMPLETION. THE WARRANTY SHALL COVER ALL MATERIALS AND WORKMANSHIP. DURJNG THIS WARRANTY PERIOD, AH DEFECTS IN MATERIALS AND WORKMANSHIP SHALL BE CORRECTED 13Y REPAIR OR REPLACEMENT WITHOUT INCURRING ADDITIONS TO THE CONTRACT. GENERAL NOTES: REFER TO ARCHITECTURAL REFLECTED 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 REG15TEP15 IN FINISHED AREAS SHALL BE PAI NTED f LAT BLACK. PAI NT BLACK 13EH I N D ALL GRI LLE5. ALL WIRING IN THE CEILING PLENUM SHALL BE PLENUM RATED CABLE. MOUNTING FRAME Of CEILING MOUNTED AIR D15TRIBUTION DEVICES SHALL BE COMPATIBLE WITH CEILING TYPE. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPE. ALL f IRE SEPARATIONS MUST BE PROTECTED WHEN APPLICABI F. PROVIDE NEW FILTERS (MERV 7 OR, BETTER PER OWNER) fOR ALL APPLICADI F HVAC EQUIPMENT AT THE END Of CONSTRUCTION. ALL MATFRIAL IN PLENUM MUST MEET f IRE AND SMOKE SPREAD AS REQUIRED BY Nf PA 90A. ALL ROOF PENETP ATIONS TO BE 12" APART AND AT LEAST 12- AWAY FROM CURBS, WALLS, AND DRAIN SUMPS TO PROVIDE ROOF ING CONTRACTOR WITH SUFFICIENT ACCE55 fOR. FLASHING EACH ROOF PENETRATION. 5UB5TITUTION5 MUST BE APPROVED IN WRITING 13Y ARCHITECT PRIOR TO BID SUBMISSION. CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS AND SHALL BE FAMILIAR WITH THE SCOPE AND REQUIREMENTS Of THIS PROJECT. ANY DISCREPANCIES OR LACK Of CLARITY IN THE DOCUMENTS SHALL BE IDENTIFIED TO THE ARCHITECT OR ENGINEER PRIOR TO THE 5UBM155ION Of PRICING BIDS. WITH A SUBMITTED BID, CONTRACTOR 15 ACCEPTING THESE DOCUMENTS AS SUFFICIENT DEFINITION OF: THE SCOPE Of WORK, AND ANY ADDITIONAL C05TS BASED ON UNCLARITY Of CONTRACT DOCUMENTS WILL NOT BE CONSIDERED. THE CONTRACTOR SHALL REFERENCE THE FULL SET Of CONSTRUCTION DOCUMENTS DURING PRICING AND CONSTRUCTION FOP. COORDINATION BETWEEN D15CIPLINE5 RELATIVE TO THE MECHANICAL SCOPE. DUCTWORK AND ACCESSORIES: INDUSTRY STANDARDS: COMPLY WITH SMACNA (SHEET METAL AND AIR CONDITIONING CONTRACTOR.5' NATIONAL ASSOCIATION) HVAC DUCT CONSTRUCTION STANDARDS, RECOMMENDATIONS FOP, FABRICATION, GAUGES, CONSTRUCTION AND DETAILS, AND INSTALLATION PROCEDURES, EXCEPT AS OTHERWISE INDICATED. COMPLY WITH A5HRAE (AMERICAN 50CIETY Of HEATING, REf RIGERATING AND AIR CONDITIONING ENGINEERS) FUNDAMENTALS HAND1300K RECOMMENDATIONS, EXCEPT AS OTHERWISE INDICATED. DUCTWORK METAL AND GAUGES: EXCEPT AS OTHERWISE INDICATE[), FABRICATE DUCTWORK FROM GALVANIZED SHEET STEEL COMPLYING WITH ASTM A527, LOCKFORMING QUALITY, WITH ASTM A525 G90 ZINC COATING, MILL PH05PHATIZED. GAUGES TO COMPLY WITH 5MACNA 5TANDARD5. DUCT SEALANT: NON -HARDENING, NON -MIGRATING MASTIC OR LIQUID ELASTIC SEALANT (TYPE APPLICABLE FOP, THE FABRICATION/INSTALLATION DETAIL) AS COMPOUNDED AND RECOMMENDED 13Y THE MANUFACTURER SPECIFICALLY FOP, SEALING JOINTS AND SEAMS IN DUCTWORK. DUCTWORK SUPPORT MATERIALS: EXCEPT AS OTHERWISE INDICATED, PROVIDE UPPER ATTACHMENT, HANGERS Of GALVANIZED STEEL 5TRAPS, OR STEEL RODS AND LOWER ATTACHMENT FOP. SUPPORT Of DUCTWORK. HANGING/SUPPORT 5Y5TEMS SHALL BE IN ACCORDANCE WITH SMACNA REQUIREMENTS. EXP05ED DUCTWORK SHALL BE DOUE31 F-WALL SPIRAL PIPE WITH PAINT GRIP UNLESS OTHERWISE NOTED OR, SUBSTITUTION APPROVED 13Y OWNER. VOLUNTARY ALTERNATE EXPOSED DUCTWORK SHALL BE 5INGLE-WALL SPIRAL PIPE UNLESS OTHERWISE NOTED OR 5UI35TITUTION APPROVED BY OWNER. ALL EXPOSED DUCTWORK SHALL BE LINED IN LIEU Of WRAPPED. DUCT LINER THERMAL RESISTANCE SHALL MEET THE MINIMUM VALUES SPECIFIED IN PARAGRAPH 'DUCT INSULATION'BELOW. DUCT INSULATION: R-5 SUPPLY, OUT51DE AND RETURN AIR DUCT INSULATION IN UNCONDITIONED SPACES R-8 SUPPLY AND RET URN AIR DUCT INSULATION OUT51DE THE 13UILDING R.-b INSULATION BETWEEN DUCTS AND THE BUILDING EXTERIOR WHEN DUCTS ARE PART Of A 13UILDING ASSEMBLY CEILING MOUNTED EXHAUST FANS SHALL 13E Of THE CENTRIFUGAL DIRECT DpjVE TYPE. THE FAN HOUSING SHALL 13E CON5TRUCTED Of STEEL. THE PLASTIC DUCT COLLAR SHALL 13E A TAPERED SLEEVE FOR EASE Of CONNECTION TO 3 IN AND 4 IN POUND DUCTWORK AND SHALL INCLUDE A BACKDR.AfT DAMPER. THE GRILLE SHALL BE CONSTRUCTED Of NON -YELLOWING HIGH 5TR.E NGTh POLYMER, AND ATTACHED TO THE HOU51NG WITH TORSION 5PRING5. THE WHEELS SHALL 15E CONSTRUCTED Of HIGH STRENGTH POLYMER. THE ACCE55 FOR WIRING SHALL BE EXTERNAL. THE MOTOR DISCONNECT SHALL 13E INTERNAL AND Of THE PLUG IN TYPE. ALL FANS SHAH BEAR THE AMCA CERTIFIED RATINGS SEALS FOR -90UND AND AIR PERFORMANCE AND SHALL BE U.L. LISTED. WALL LOUVERS: THE WALL LOUVER SHALL BE AMCA CERTIFIED. THE WALL LOUVER SHALL BE A STATIONARY, DRAINABLE 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 CHANNEI ED THROUGH VERTICAL DOWNSPOUTS AND OUT A SLOPED SILL. THE FRAME AND BLADES SHALL BE CONSTRUCTED FROM HEAVY GAUGE, EXTRUDED, ALUMINUM. THE LOUVER SHALL 15E Of MECHANICALLY FASTENED CONSTRUCTION. REFER TO THE EQUIPMENT SCHEDULE FOR A FULL L15TING Of REQUIRE D LOUVER ACCE550RIE5. DUCTLESS SPLIT SYSTEM WALL -MOUNTED INDOOR UNIT STANDARD PREFILTER 15 INCLUDED WITH INDOOR UNIT CHOICE Of FAN 5PEED5: LOW, MEDIUM, HIGH INDOOR UNIT POWERf D f ROM OUTDOOR UNIT AUTO RE5TAPT FOLLOWING A POWER OUTAGE BASE HEATER LIMITED WARRANTY: FIVE YEAR-5 ON PARTS AND DEFECTS AND SEVEN YEARS ON THE COMPRESSOR ACCEPTABLE MANUFACTURERS: MITSUBISHI, DAIKIN, LG, LENNOX, 5AM5UNG,fPIEDPICH, SANYO OR CARRI f R. 5PECI f ICATION5 CONDEN51NG UNIT: EQUIPMENT — FACTORY A55EM51 ED, SINGLE PIECE, AIR-COOLED CONDEN51NG UNIT. CONTAINED WITHIN THE UNIT ENCL05URE 15 ALL FACTORY WIRING, PIPING, CONTROL5, COMPRE550R., REFRIGERANT CHARGE Of R-4 I OA, AND SPECIAL FEATURES REQUIRED PR.10p, TO FIELD 5TART--UP. UNIT CABINET — UNIT CABINET WILL BE CONSTRUCTED Of GALVANIZED STEEL, BONDENZED, AND COATED WITH A POWDER COAT PAINT. FANS — CONDENSER FAN WILL 13E DIRECT DRIVE PROPELLER TYPE, DISCHARGING Alp, UPWARD. — CONDEN5ER FAN MOTORS WILL 13E TOTALLY ENCLOSED, I -PHASE TYPE WITH CLA55 5 INSULATION AND PERMANENTLY LUBRICATED BEARING5. — 5HAfT5 WILL 13E CORROSION RE515TANT. — FAN BLADES WILL BE STATICALLY AND DYNAMICALLY BALANCED. — CONDENSER FAN OPENINGS WILL 13E EQUIPPED WITH STEEL WIRE SAFETY GUARDS. COMPRESSOR — COMPRESSOR WILL BE HERMETICALLY SEALED. — COMPR.E550R, WILL 13E MOUNTED ON RUBBER VIBRATION 150LATOR.5. CONDENSER COIL — CONDEN5EP, COIL WILL BE AIR COOLED. — COIL WILL BE CONSTRUCTED Of ALUMINUM FINS MECHANICALLY BONDED TO COPPER TUBES WHICH APE THEN CLEANED, DEHYDRATED, AND SEALED. REFRIGERATION COMPONENTS — R.EfRIGEP ATION CIRCUIT COMPONENTS WILL INCLUDE LIQUID -LINE 5HUTOff VALVE WITH SWEAT CONNECTIONS, VAPOR. --LINE 5HUTOff VALVE WITH SWEAT CONNECTIONS, 5Y5TEM , OIL, AND ACCUMULATOR. CHARGE Of R-4 I OA R.Ef RIGERANT, POE COM PRE550P CONDENSING UNIT SHALL 13E RHEEM. FAN COIL UNIT: GENERAL: EXCEPT AS OTHERW15E INDICATED, PROVIDE FAN COIL UNIT MANUfACTUREK5 5TANDARD MATERIALS AND COMPONENTS AS INDICATED BY PUBL15HED PRODUCT INFORMATION, DESIGNED AND CON5TR.UCTf D AS RECOMMENDED 13Y MANUFACTURER, AND AS REQUIRED FOP, A COMPLETE INSTALLATION. COOLING COILS: EXCEPT AS OTHERWISE INDICATED, PROVIDE MANUFACTURERS STANDARD COIL Of INDICATED TYPE AND RATED IFOR INDICATED CAPACITY. COPPER TUDE COILS, MECHANICALLY EXPANDED INTO ALUMINUM PLATE FINS; RATED AT 250 P51G AND LEAK TESTED AT 350 PSIG MIN. AIR PRES-9URE. PROVIDE MANUAL AIR VENTS. El ECTRIC HEATING COILS SHALL BE AN OPEN GRID TYPE WITH FACTORY INSTALLED HIGH LIMIT CONTROL. H EATER SHALL 13E f ULLY ACCEPTABLE TH ROUGH THE D15CHARGE GRI LLE OPEN I NG5. THE FAN SHALL BE A CENTRIFUGAL, FORWARD CURVED, DOUBLE WIDTH, DOUBLE INLET, DIRECT DRIVE TYPE. BALANCED STATICALLY AND DYNAMICALLY, AND Of INDICATED CAPACITY. MOTORS SHAH 13E Of INDICATED CAPACITY, 3 SPEED, PERMANENT SPLIT CAPACITOR, INSTALLED FOP, EASY REMOVAL. PROVIDE MOTORS WITH AUTOMATIC-RE5ET AND INTEGRAL THERMAL OVERLOAD PROTECTION. MOTORS SHALL 13E CAPABLE Of OPERATING AT TEMPERATURES INDICATED ON DRAWINGS WITHOUT OVERLOADING. MOTOR SHALL 13E CAPA15LE Of FIELD OILING AS REQUIRED. CABINETS: CABINETS SHALL 15E FABRICATED Of 18 GAUGE STEEL AND HAVE BAKED ENAMEL FINISH. ALL SURFACES IN CONTACT WITH AIR STREAM SHALL BE INSULATED WITH HALF INCH THICK, 1- 112 POUND DENSITY, MATT FACED, GLASS IF IBER INSULATION. THE f ILTER SHALL 13E ONE INCH THICK, THROWAWAY GLASS IF IBER. TYPE. THE DRAIN PAN SHALL BE REMOVABLE AND HAVE 5ELf EXTINGUISHER THREE (3) POUND DEN51TY CELLULAR POLYSTYRENE PLASTIC LINER, THE DRAIN PAN SHALL EXTEND UNDER. THE ENTIRE COIL SECTION. THERMOSTAT SHALL BE 7-DAY PROGRAMMABLE TYPE. FAN COIL UNIT SHALL BE RHEEM. ELECTPJC WALL HEATER: ELECTRIC WALL HEATEPS SHALL BE QMARK MODEL AWH OR EQUAL. THE HEATER A55EM13LY WHICH FITS INTO THE BACK 13OX SHALL CON51ST 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 CONS15TING Of AN 50120 NICKEL -CHROMIUM RES15TANCE WIRE ENCLOSED IN A STEEL SHEATH TO WHICH PLATE f INS ARE COPPER BRAZED. IT SHALL BE WARRANTED FOP, 5 YEARS. THE FAN SHALL BE FIVE -BLADED ALUMINUM. THE FAN MOTOR SHALL BE TOTAL ENCLOSED. FAN CONTROL SHALL BE Of 151-METALLIC, 5NAP-ACTION TYPE AND SHALL ACTIVATE FAN AFTER HEATING ELEMENT REACHES OPERATING TEMPERATURE. THE FAN SHALL CONTINUE TO OPERATE AFTER THE THERMOSTAT 15 SATISFIED AND UNTIL THE HEATING ELEMENT is COOL. THE TAMPFR-PROOF THERMOSTAT SHALL BE Of 131-METALLIC, 5NAP-ACTION TYPE WITH ENCLOSED CONTACTS. IT SHALL BE COMPLETELY CONCEAI ED BEHIND THE FRONT COVER TO BECOME TAMPER PROOF. A THERMAL CUTOUT SHALL BE BUILT INTO THE SYSTEM TO SHUT Off THE HEATER IN THE EVENT Of OVERHEATING. A DOUBLE -POLE SINGLE THROW D15CONNECT SWITCH SHALL 13E MOUNTED ON THE BACK BOX FOP, P051TIVE DISCONNECT Of POWER SUPPLY. IT WILL 13E COMPLETELY CONCEALED BEHIND THE FRONT GRID PANEL. WHERE 5CHEDUI ED, NORMALLY OPEN 24-VOLT AND 120-VOLT LOW VOLTAGE HOLDING COIL RE LAYS SHALL BE AVAILABLE TO CONTROL HEATERS IN CONJUNCTION WITH CENTRAL ENERGY CONTROL SYSTEMS. THE BUILT-IN THERM05TAT CAN THEN 13E USED AS ONE Of THE THERMOSTATS IN AN AUTOMATIC NIGHT SET BACK OPERATION. THE 13ACK 13OX SHALL 13E DE51GNED FOR DUTY AS RECE55ED ROUGH -IN BOX IN EITHER MASONRY OR FRAME INSTALLATIONS AND 15 AL50 USED WITH THE 5URfACE MOUNTING FRAME IN SURFACE MOUNTING INSTALLATIONS. THE 13ACK 13OX SHALL BE 20-GAUGE GALVANIZED STEEL AND SHALL CONTAIN KNOCKOUTS THROUGH WHICH POWER I FADS APE BROUGHT. THE FRONT PANEL SHALL BE Of THE BAR GRILLE TYPE AND SHALL BE CONSTRUCTED Of I G-GAUGE COLD -ROLLED STEEL, WELDED INTO A UNIFORM GRILLE AND FINISHED IN 13AKED ENAMEL TO DIRECT THE WARMED AIR TOWARD THE FLOOR. THE fp1ONTGR.ILLE5HALLI3E 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 FOR DA515 Of DESIGN AND ACCEPTABI F ALTERNATE5. DIffU5f_K5, GRILLES, * REGISTERS: LOUVERED FACE DlfFU5EK5: CEILING DIFFUSERS SHALL BE Of THE 51ZES AND MOUNTING TYPES SHOWN ON THE PLANS AND OUTLET 5CHEDUI F. A UNIFORM FACE 51ZE AND APPEARANCE WHEN DIFFERENT NECK SIZES APE USED IN THE SAME AREA. ALL CONES SHALL 13E ONE PIECE PREC1510N DIE-5TAMPED; THE 13ACK CONE SHALL ALSO INCLUDE AN INTEGRALLY DRAWN INLET (WELDED -IN INLETS AND CORNER JOINTS ARE NOT ACCEPTABLE). THE TWO INNER CONES SHALL BE CONSTRUCTED AS A SINGLE, REMOVABLE INNER CONE ASSEMBLY FOP. EASY INSTALLATION AND CLEANING. THE INNER CONE ASSEMBLY MUST HAVE A MOI F WITH REMOVABLE PLUG IN THE CENTER TO ALLOW QUICK ADJUSTMENT Of AN OPTIONAL INLET DAMPER WITHOUT REMOVING THE INNER CONE ASSEMBLY. DIFFUSERS SHALL BE CONSTRUCTED Of 24-GAUGE STEEL OR 0.040 ALUMINUM. THE FINISH SHALL BE #2G WHITE. THE FINISH SHALL BE AN ANODIC ACRYLIC PAINT, 13AKF-D AT 3150f FOR 30 MINUTES. THE PENCIL HARDNESS MUST 15E HB TO H. THE PAINT MUST PA55 A I 00-HOUR. ASTM 15117 CORROSIVE ENVIRONMENTS 5ALT SPRAY TEST WITHOUT CREEPAGE, BLISTERING OR DETERIORATION Of FILM. THE PAINT MUST PA55 A 250-HOUP, ASTM D870 WATER IMMERSION TEST. THE PAINT MUST AL50 PA55 THE A5TM D2794 REVERSE IMPACT CRACKING TEST WITH A 50-INCH POUND FORCE APPLIED. OPTIONAL POUND DAMPER SHALL BE CONSTRUCTED Of HEAVY GAUGE STEEL. DAMPER MUST BE OPERABLE FROM THE FACE Of THE Dif fUSER.. OPTIONAL 5ECTORIZI NG BAff LES SHALL 15F AVAILA131 F TO RESTRICT THE DISCHARGE AIR IN CERTAIN DIRECTIONS. OPTIONAL MOLDED INSULATION BLANKET SHALL 13E AVAILABLE. THE INSULATION WILL BE R-G, fOIL-BACKED AND PROVIDED AN ADDITIONAL I -INCH GAP AROUND THE NECK TO INSTALL INSULATED FLEX DUCT. THE MANUFACTURE R SHALL PROVIDE PUBLISHED PERFORMANCE DATA FOP, THE SQUARE DIFFUSER. THE DIffU5ER. SHALL BE TESTED IN ACCORDANCE WITH AN5I/A5HR.Af_ STANDARD 70-200G. EGGCRATE GRILLE: RETURN GRILLES SHALL 13E TITUS MODEL 50f FOP, THE SIZES AND MOUNTING TYPES AS SHOWN ON THE PLANS AND OUTLET SCHEDULE. RETURN GRILLES MUST PROVIDE A FREE AREA Of AT LEAST 90%. OUTER BORDERS SHALL BE CONSTRUCTED OF HEAVY EXTRUDED ALUMINUM WITH A THICKNE55 Of 0.040-0.050 INCH AND SHALL HAVE COUNTER-9UNK SCREW HOLES FOP, A NEAT APPEARANCE. BORDER WIDTH SHALL 13E I V4 INCHES ON ALL SIDES AND SHALL BE INTERLOCKED AT THE FOUR CORNERS AND MECHANICALLY STAKED TO FORM A RIGID FRAME. CHOICE Of THREE SIZES Of ALUMINUM GRID: V2 X V2 X V2 INCH, V2 X V2 X I INCH, OR I X I X I INCH SHALL BE AVAILABLE. OPTIONAL OPPOSED-15LADE VOLUME DAMPER SHALL 13E CONSTRUCTED Of HEAVY GAUGE STEEL OR ALUMINUM. DAMPER MUST 15E OPERABLE f ROM THE FACE Of THE GRILLE. 5FECIfICATION5 DlffU5f-PS, GRILLES, REGISTERS (CONT) DOUBLE DEFLECTION REG15TERS: ALUMINUM SUPPLY GRILLES SHALL BE Of THE SIZES AND MOUNTING TYPES SHOWN ON THE PLANS AND OUTLET SCHEDULE. THE DEFLECTION 5LADE5 SHALL 13E AVAILABLE PARALLEL TO THE LONG OR SHORT DIMEN51ON Of THE GRILI F OR REG15TfR. CONSTRUCTION SHALL BE Of ALUMINUM WITH A I V4-INCH WIDE BORDER ON ALL SIDES. 51ZE5 24 X 24 INCHES AND BELOW SHALL HAVE ROLL-fOR.MED BORDERS WITH A MINIMUM THICKNE55 Of 0.032 INCH. LARGER SIZES SHALL BE CON5TRUCTED U51NG CONTINUOUS ALUMINUM EXTRU51ON5 WITH A NOMINAL THICKNESS Of 0.040 THROUGH 0.050 INCH AND SHALL 13E INTERLOCKED AT THE FOUR CORNERS AND MECHANICALLY STAKED TO FORM A RIGID FRAME. 5CREW HOLES SHALL BE COUNTERSUNK FOR A NEAT APPEARANCE. DEFLECTION BLADES SHALL BE CONTOURED TO A SPECIFICALLY DESIGNED AND TESTED CR,055-5ECTION TO MEET PUBLISHED TEST PERFORMANCE DATA. BLADES SHALL BE 5PACED JCTION PIVOTS ON BOTH SIDES TO ALLOW ON %-INCH CENTERS. BLADES SHALL HAVE IFP INDIVIDUAL BLADE ADJUSTMENT WITHOUT L005ENING OR RATTLING OR 13E INSERTED THROUGH THE FRAME AND HELD TIGHT WITH STEEL FRICTION WIRE INTERLOCKED TO THE FRAME ON 130TH ENDS Of EACH SIDE. PLASTIC 13LADE PIVOTS ARE NOT ACCEPTABLE. OPTIONAL OPP05ED 13LADE VOLUME DAMPER SHALL 13E CONSTRUCTED Of HEAVY GAUGE STEEL OR ALUMINUM. DAMPER MUST 13E OPERABLE FROM THE FACE Of THE GRILLE. THE GRILLE IF IN15H SHALL 13E #2G WHITE. THE f IN15H SHALL BE AN ANODIC ACRYLIC PAINT, BAKED AT 3 150 f FOP, 30 MINUTES. THE PENCIL HAP DNE55 MUST BE H5 TO H. THE PAINT MUST PASS A I 00-HOUR. ASTM B 1 17 COKKOSIVE f NVIRONMENT5 5ALT SPRAY TEST WITHOUT CREEPAGE, BLISTERING OR DETERIORATION Of f ILM. THE PAINT MUST PA55 A 250-HOUR A5TM D870 WATER IMMEP51ON TEST. THE PAINT MUST AL50 PASS THE A5TM D2794 REVERSE IMPACT CRACKING TEST WITH A 50-INCH POUND FORCE APPLIED. THE MANUFACTURER SHALL PROVIDE PUBL15HED PERFORMANCE DATA FOR THE GRILLE. THE GRILLE SHALL BE TESTED IN ACCORDANCE WITH AN5I/A5HR.AE STANDARD 70-200G. PLAQUE DIf fUSER,5: ARCHITECTURAL SQUARE PANEL CEILING DIFFUSERS SHALL 13E 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 EXPOSED SURFACE Of THE FACE PANEL SHALL BE SMOOTH, FLAT, AND FREE Of VISIBLE FASTENERS. THE BACK Of THE FACE PANEL SHALL HAVE AN AERODYNAMICALLY SHAPED, ROLLED EDGE TO ENSURE A TIGHT HORIZONTAL DISCHARGE PATTERN. CEILING DIFFUSERS WITH A 24 X 24-INCH FULL FACE SHALL HAVE NO LESS THAN AN 18 X I 8-INCH FACE PANEL SIZE. CEILING DIFFUSERS WITH A 12 X 12-INCH FULL FACE SHALL HAVE NO LESS THAN A 9 X 9-INCH FACE PANEL SIZE. THE BACKPAN SHALL 13E ONE PIECE PRECISION DIE-5TAMPED AND SHALL INCLUDE AN INTEGRALLY DRAWN INLET. THE DIFFUSER NECK SHALL HAVE A MINIMUM Of I V4-INCH DEPTH AVAILABLE FOP, DUCT CONNECTION. THE f IN15H SHALL BE #2G WHITE. THE f IN15H SHALL 13E AN ANODIC ACRYLIC PAINT, BAKED AT 3150f FOP, 30 MINUTES. THE PENCIL HARDNESS MUST BE HI3 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 PASS A 250-HOUR A5TM D870 WATER IMMERSION TEST. THE PAINT MUST AL50 PASS THE A5TM D2794 REVER5E IMPACT CRACKING TEST WITH A 50-INCH FOUND FORCE APPLIED, OPTIONAL POUND DAMPER SHALL 13E CONSTRUCTED Of HEAVY GAUGE STEEL. DAMPER MUST BE OPERABLE FROM THE FACE Of THE DIFFUSER. OPTIONAL DIRECTIONAL BLOW CLIPS SHALL BE AVAILABLE TO RESTRICT THE D15CHARGE AIR IN CERTAIN DIRECTIONS. OPTIONAL MOLDED INSULATION BLANKET SHALL BE AVAILABLE. THE INSULATION WILL BE R.-G., fOIL-BACKED, AND PROVIDE AN ADDITIONAL I -INCH GAP AROUND THE NECK TO INSTALL INSULATED FLEX DUCT, THE MANUFACTURER SHALL PROVIDE PUBLISHED PEKFORMANCE DATA fOR. THE SQUARE PANEL DIf fU5ER.. THE DIFFUSER SHALL 13E TESTED IN ACCORDANCE WITH AN5I/ASHRAE STANDARD 70-199 1. LEGEND SYMBOLS DESCRIPTION X1 DII=F:U5EP,, GRILLE, REGISTER OR LOUVER. TAG X2 X I = TYPE, X2 = CfM P051TIVF PRE55URE (AIR GOES OUT) DIFFUSER OR REGISTER, 4-WAY AIR PATTERN (UNLESS OTHERW15E NOTED) z NEGATIVE PRESSURE (AIR GOES IN) GRILLE ----- P051TIVE PRESSURE AIRFLOW FYP. SUPPLY) 44 NEGATIVE PRE55URE AIRIFLOW (TYP. PET UPN/F-XHAU5T) FLEXIBLE DUCT F MANUAL VOLUME DAMPER (MVD) VERTICAL (TYP. WALL) FIRE DAMPER fD VERTICAL (TYP. WALL) COMBINATION FIRE15MOKE DAMPER f5D HORIZONTAL (TYP. f LOOR/CEILING) f IRE DAMPER fD HORIZONTAL (TYF. fLOOR/CEILING) COM13INATION F:IRF-/5MOKE f5D DAMPER 0 THERMOSTAT HUMID15TAT REMOTE TEMPERATURE 5EN50R. �:zl INTERNALLY LINED DUCT C DUCT UP DUCT UP DUCT DOWN SUPPLY DUCT UNIT EQUIPMENT TYPE EQUIPMENT NUMBER. WHERE A LETTER 15 USED, THERE ARE MULTIPLE # INSTANCES. A135REVIATION5 Aff A13OVE FINISHED FLOOR MA MAKE-UP AIR AHU AIR HANDLING UNIT MAU MAKE-UP AIR UNIT CO2 CARBON DIOXIDE MAV MANUAL AIR VENT D CONDENSATE DRAIN MI5H 1,000 13TU FER HP, DI3 DRY 13ULD MCU MINI CONDEN51NG UNIT DH DEHUMIDIFIER MFCU MINI FAN COIL UNIT EA EXHAUST AIR MHP MINI HEAT PUMP EAT ENTERING AIR TEMPERATURE MVD MANUAL VOLUME DAMPER EDH ELECTRIC DUCT HEATER NC NORMALLY CLOSED Ef EXHAUST FAN NO NORMALLY OPEN ESP EXTERNAL STATIC FKE55URE OA OUTSIDE AIR EWH ELECTRIC WALL HEATER 013D OPPOSED 13LADE DAMPER f DEGREES FAHRENHEIT Flu POWER INDUCTION UNIT fcu FAN COIL UNIT RA RET U RN Al R. fD f IRE DAMPER p1H RE LIEF HOOD f5D COM13INATION fIRE/5MOKE DAMPER RTU ROOFTOP UNIT H HUMID15TAT SA SUPPLY AIR IH INTAKE HOOD SP STATIC PRESSURE LAT LEAVING AIR TEMPERATURE uc UNDER CUT DOOR LWT LEAVING WATER TEMPERATURE VAV VARIABLE AIR VOLUME M MOTOR WB WET BUL13 1111117171111,11,1111 Z�' No. 70199 4�t, (0 R ID AL PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Corners, Georgia 30092 404.330.9798 PROJECT# 118537 FL COA #28783 -w �:? -LDU UN U) D W Uj 0 Uj U_ U) 0 _j 3: C) — 0� < < Uj IL = U_ U) < _j >_ Uj LU 0 _j w < Z LU U) _j < m a� < Uj z < LIJ co w 0 D__ - U 2 " W= �- L') m -mi t<- t,- lu- 0 0 C) 12) [<If �:3-_ I— < D fy Z of < 0 a- nzz:Do �Et:0z0fui 0 =) U) E Uj 0 < 0 Z�-) z: cr z1__ =U)Ozo zz�=02� < U) (j t= LU 2 �_ t= LD UO 0 U_ 0 U_ z ��: U) �-- 0 W cn U) 0 — C, Uj :D ZU Z [-- Z LU Zwn (D D-_ �- U) U >- W LU CL cr :5 Uj z Lxu: �_G�Uwo_)rj�w �-Uuj=) w 3: U_ z < ES >- �- < [-u �- 0 F-- 0 Lu cn — Z V) cr0_U0U01)c�U___j =<z Oowcrwuj Zu___�MUCLO(D LU Ch t n- t O� z < ES < w Cr- LU U z W,L H� w 5E a< E < Q� Q� - w Uj < Uj 3: Ujuju uwl__�_ Fx w vu) < =-rcrwchcr <ZZLU= < m < IL FI) 0 0 > P F, con 0 Ln P4 7:1 $__4 C) 4 0 U [ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER CONDEN5ATE DRYWELL DETAIL NO SCA1 F COORDINATE INVERTS WITH BUILDING SLAB ELEVATIONS. CONDENSATE TURN OUT AT COURSE TO H 5EAL WATERTk 51LICONE CAU REMOVA13LE 24" x 24" X 4" THICK REINf. CONCRETE CAP GROUT INLET 211 W1 G/ 2" PVC CONDENSATE DRAIN LINE 13ELOW GRADE. EXTEND TO CENTER Of RCP SLOPE PIPE AT I PER 10' MIN. LOCATE DRYWELL 0-011 MIN. FROM BUILDING. D1fI`U5f-RTAKE-Off DETAIL NO 5CAI F NYLON TIE ON EXTERIOR INSULATION NYLON TIE ON INTERNAL LINER INTERIOR LINER PREIN5ULATF-D fLEXIbI F ROUND SHEET DUCTWORK. SEE METAL DUCT SPECIFICATIONS. LENGTH DIAMETEP, AS SHALL NOT EXCEED 6-0". INDICATED ON PROVIDE SUPPORT PER PLANS. SMACNA STANDARDS. INSTALL f REE Of KINKS SAGS. DAMPER HERE FOR '--j INACCES51BLE CEILINGS \\\-SPIN-IN (I.E. HARD CEILINGS) FITTING PROVIDE FACTORY, WITH SCOOP PRE -MOLDED INSULATION DAMPER HERE fOR 13LANKET ON DIFFUSER TRUNK DUCT ACCESSIBLE CEILINGS BACKPLATf NOTE: CONNECT FLEX DUCT ENDS TO SHEET METAL DUCT AND DIFFUSER NECK WITH NYLON TIES. INTERIOR LINER AND EXTERIOR INSULATION Of FLEX DUCT TO BE TIED INDIVIDUALLY. INSTALL USING TENSIONING TOOL AS PEP, MANUfACTURER!S RECOMMENDATIONS. SUPPLY DIfFU5EPV, CEILING SEE ARCH, WHERE BRANCH DUCT SIZE DIffER5 FROM SCHEDULED DIFFUSER NECK SIZE, CONTRACTOR SHALL PROVIDE NECESSARY TRANSITION. CONDEN5ATE R15ER I NO 5CALE 10 CD FAN COIL UNIT. REFER CD TO FLOOR, PLAN = ZE1, —I R MACEMENT 4 TAG. 5EMND FLOOR IRK MR5T FLOOR 1- 1/40 CD 11- 1/4' CD 1- 1/4* CD -CONDEN5ATE R115ER TO EXIT BUILDING. TERMINATE INTO DRAWILL. 5EE DETAIL DUCTWORK DETAII-5 NO SCALE S-CLIP JOINT OR ADHESIVE GASKET FITTING 450 LATERAL TEE 0 CLI ROUND ROUND CONICAL TEE Rf LOW 0 ZAI + M. V. D. RECTANGULAR ROUND M.V. Al Rf LOW X I LL 01/ < X2 WHERE: X2 = (I 14)*(X 1), 4" MIN. RECTANGULAR RECTANGULAR CONDEN5ATE R15ER 2 NO 5CALE FAN COIL UNIT. REFER TO FLOOR PLAN FOR--Z PLACEMENT 4 TAG. MR5T FLOOR VERTICAL I'AN COIL UNIT DETAIL NO SCALE RETURN A (SEE PLAN AND CON7 MANUAL VOLUME DAMPER 11- 1/4" CD �CONDENWE RJ5ER TO EXIT BUILDING. TERMINATE INTO DRYWELL. 5EE DETAIL -')CT UP, SEE f LOOK FOR SIZE AND NG (TRANSITION U SUPPLY NG) ��ONNECTION OA DUCT (SEE FLOOR PLAN FOR 51ZE AND CONTINUATION) MOUNT UNIT ON ANGLE IRON FRAME f I LTER ACCESS FLOAT SWITCH TO SHUT DOWN UNIT NOTE: _AUXILIARY DRAIN PAN ROUTE PRIMARY CONDENSATE LINE TO HU15 DRAIN, SEE PLMB. DWG5. CONDENSIATE TRAP (DRAW THROUGH UNIT) NO SCALE VVI IL-NL-.' X I =1 " PLUS MAXIMUM NEGATIVE STATIC PRESSURE X2 =HALf Of X I X3 =X I +X2 + PIPE 0+ INSULATION NOTES I. LOCATE TRAPS 50 AS TO 13E ACCE551DLE FOR CLEANING. CONDEN5ATE R15ER 3 NO 5CALE FAN COIL UNIT OR X DEHUMIDIFIER. R.EFER--X TO FLOOR PLAN FOR PLACEMENT TAG- FIR5T FLOOR 11- 1/4" CID -CONDEN5ATE R15ER TO EW BUILDING. TERMINATE INTO DRYWELL 5EE DETAIL DlffU5ER DETAIL fOR EXP05f-D DUCT NO SCALE INSTALLED DUCT TIGHT TO STRUCTURE. PAINT f LAT BLACK OR COLOR PEP, ARCHITECT. NOTE: CURVED DIFFUSERS MOUNTED TO SPIRAL ACCEPTABLE ALTERNATIVE. 150 51DEWALL DIFFUSER WITH OPP05ED 13LADE BALANCING DAMPER PEP, FLOOR PLANS HORIZONTAL I'AN COIL UNIT DETAIL NO SCALE SUPPORT FROM STRUCTURE (TYP. 4) - 14-0-1 CONDENSATE DRAIN. SEE DETAIL. OA DUCT. SEE f LOOP, PLANS. VIBRATION ISOLATION DAMPER (TYP.) MVD(:D MVD(-- FAN COIL UNIT AUXILIARY DRAIN PAN FULL 51ZE L-REMOTE Of FAN COIL UNIT WITH FLOAT SENSOR If SWITCH TO 5HUT-Off UNIT NOTED ON PLANS KEY NOTES: Q SUPPLY AIR DISCHARGE. PROVIDE FLEXIBLE CONNECTION AND TRANSITION TO SUPPLY AIR DUCT SIZE SHOWN ON f LOOP, PLANS. RETURN AIR PLENUM FULL SIZE Of RET URN AIR OPENING. SEE FLOOR PLAN(5) FOR DUCT CONNECTIONS. PROVIDE MOTOR OPERATED DAMPERS WHERE ECONOMIZER OR DEMAND VENTILATION 15 SCHEDULED. K tV4F V%CEk%- No. 70199 Ar E FLORIO' AL Imb PROFICIENT E N G I N E E R I IN G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT # 118537 FL COA #28783 Uj Lu - of �J -D 0 "f w zow It 0 j z LU _<j z< >z --Ji �wl- a- < 'Unj cr < UUjj U, "jF- Uj U )) -j LL C) C/) of Z �- w :u::)) U< 00 0 0 LUCL 0 < 20: zo- 0 w < z Dv) w zw 'z- u; w 0 jwj�-Ll) 2't2s.-UO-20� 0 LOL U') �'- 0 0 w z LU :3 z [-- z w 0 z >- Mw Q� Dz I 'zj Uj :D "P U LU IDY LOL aw E �M- -U '�- < w �- M [-- - Z U) c� 0 LU Of LU zo < w cr �- a- F-- :� < w a w 3 CL 1 w — < — E < a U) = CL LLJ LU < Uj LLj U 0� U LLJ Fh Lp U < D- Df Uj a a < z LU I: LO �- < M < M F15 0 0 > F-- c� cEf a) 4-4 4-� I:$ 03 C) C) U $-.4 U >-b V IA I A U U U 11A ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 M062 DEHUMIDIFIER SCHEDULE MINIMUM PF-PfOPMANCE 13LOWEK 13ASIS KEMARKS MAKK SERVES KEFKIGERANT WATER, REMOVAL EFFICIENCY CI'M ESP Of DESIGN I (PINTS/ DAY) (PINTS / KWH) MODEL 1 2 3 4 5 G DH-A STORAGE K-4 I OA 205.0 5.7 495 0.2 ULTRA -ARE XT205H X X X X X NOTES (APPLY TO ALL): REMAKKS (APPLY AS SCHEDULED): A. SEE ELECTKICAL PLANS FOR, POWER CHARACTEKISTICS. I. MERV- I I ff I LTEPI. b. DESIGN 15 BASED ON PRODUCTS 15Y ULTRA-AKE. ACCEPTABLE 2. POWEK CORE) WITH GROU ND. ALTERNATES SHALL 13F BY APRJ LAIRE, LENNOX, HONEYWELL. 3. DIGITAL CONTROL. C. MINIMUM PERFORMANCE SCHEDULED 15 EASED ON 8CPf DI3, 4. REMOTE HUMIDITY SENSOR. G096' RELATIVE HUMIDITY ENTERJNG AIR, CONDITIONS. 5. CONDENSATE PUMP KIT. 5PLIT DIRECT EXPAN510N (DX) EQUIPMENT I NOOOR UNIT OUTDOOR UNIT COMBINED COOLING GAPACITIE5 R E M A R. r\5 TOTAL ROOM AUXILIARY 13A515 5A.-A!5 NOMINAL COOLING MARK SERVES S.A 5U IPPLY O.A E.5.P. MOTOR H EATER VVEIG HT Off MIN. WEIGHT or TONNAGE TOTAL SEN5 LAT Ent. Ttib Ent. Twb Lvq. Tclb Lve3. Twb (crm) (Grm) (GF=M) (IN WG) (h F) (kW @ -480v) (LE55) DE54GN 5EER. (1-1135) DESIGN (TONS) (M13H) (MI13H) (M5h) (Of=) (Ofl (on (OF) Fl 2 3 4 5 G 7 rcu- I STORAGE 1,200 1,200 130 0.50 1/3 !9.Cl 109-0 RH I P36 I 75TANDA 14.0 171.0 IRA 1436 AD I N13 3.0 3G.9 26.2 10.7 77.0 65.5 5G.0 55.0 CU_ I X x X X x X FCU-2 I 5TORAGE 1.200 1.200 120 0.50 113 9.G 109.0 RH I P3G I 75TANDA 14.0 171.0 RA I 43GAD I NI5 3.0 3G.5 2G. 1 10.4 7G.8 G5.4 5G.0 55.0 CU-2 X x X x X X 7cU_3 I 5TORAGE 1,200 1,200 105 0.50 1/3 9.G 109.0 IZH I PSG I 7STANDA 14.0 171.0 RA I 436AD 1 W13 3.0 35�8 25.8 10.0 7G.9 G5.2 5G.0 55.0 CU-3 x X x x x x FCU-4 / 5TORAGE: 1,200 1,200 105 0.50 113 9.G 100.0 RH I P3G I 75TANDA 14.0 171.0 RA I 43GAD I N15 3.0 35.8 25.8 10.0 7G.G C.5.2 5G.0 55.0 CU-4 X x X x x X ffCU-5 / STORAGE I.GOO I'Goa 125 0.50 314 14.4 143.0 RH I P461 75TANDA 14.0 221.0 RA I 44k5AD I N15 4.0 47.1 34.1 13.0 7G.4 G5.1 5G.0 55.0 CU-5 x X X x X X FCU_G / 5TORAGE I.GOO I'Goa 135 0.50 3/4 14.4 143.0 RH I F4451 75TANDA 14.0 221.0 RA1448ADIN5 4.0 47.5 34.3 13.2 7G.5 G5.2 5 G.0 55.0 CU_G X X X X x X I'CU-7 / STORAGE 1,400 1,400 115 0.50 1/2 14.4 130.0 RH I P421 75TANDA 14.0 200.0 RA1442ADIN13 3.5 41.4 29.9 1 1.5 7G.5 G5.2 5G.0 55.0 GU-7 X x x x x x f CU-'5 1 5TORAGE 1,990 I'"o 140 0.50 314 17.0 1 G-4.0 P-HIFG0175TANDA 14.0 240.0 R.A I 4GOAD I N15 5.0 57.8 42.1 15.7 7G.3 G5.0 5 G.0 55.0 CU-6 1 1 x x x X x X rcu-9 I OFFICE 1.000 1.000 G5 0.50 1/4 10.6 (20,5V) 90.0 RH 11`30 1 75TANJA 14.0 151.0 RA I 4305AJ I N5 2.5 28.6 21.1 7.5 7G.2 G4.9 5 G.0 55.0 CU-9 x X x X x x X NOTES (APPLY TO AL* RE MARKS (APPLY A5 5CH ED U LED): A. 5EE ELECTRCAL DRAWINGS FOR POWER REQUIREMENT5. I.PPCGPAMMA13LETHEPMC)5TATVVrFHPEMOTETEMPEPATUPE5EN50P,. R.EffERTOPLAN5FORLOCATION5. 5. SUBMITTED UNIT CAPACITIES SHOULD 13E WITHIN +/- 10% Of SCHEDULED CAFACITIE5. 2. LOW AM151ENT PACKAGE. C. BA515 Of DE51G N: RH EEM. REFER TO 5PECIFICAT ION5. 3. DISP05ABLE FILTER. ACCEPTABLE ALTERNATES: JCVYOR_K, TRANE, DAIKIN/MCQUAY, LENNOX, CARRIER 4. ANTI-5HOFT CYCLE TIMER. D. ALL EVAPORATOR.5 AND COOLING COILS LOCATE D A13OVE THE LOWEST LEVEL FINISHED FLOOR SHALL BE INSTALLED WITH 5. INDOOR FAN DELAY KIT. AN AUXILIARY CONDENSATE DRAIN PAN UNDER THE UNIT. PPOVIC)t:ANLLECTPONICWATEPLMLDE:TECTOPWIPE:C)TC) G. DISCONNECT SWITCH PROVIDED BY THE ELECTRICAL 5U5C-ONTRACTOR. AT 50TH THE INDOOR AND OUTDOOR UNIT. SHUTDOWN THE UNIT OPON DETECTION Of WATER IN THE AUXILIARY DRAIN PAN. PEffEPTOThf-f-LffCTPICALDOCUMff-NT5. E. A5 AN ALTERNATIVE TO THE AUXILIARY CONDENSATE DRAIN FAN, AN ELECTRONIC WATER LEVEL DETECTOR WIRED TO 5HUTDOWN 7. MOUNT OUTDOOR CONDEN5ING, UNIT ON CONCRETE HOUSEKEEPING FAD. PAD 5HALL5EA MINIMUM 4"THICKAND SHALL THU UNIT UPON DETECTION Of: WATER MAY BE IN5TALLED IN THE PRIMARY DRAIN LINE, THE OVERFLOW DRAIN LINE OR THE EXTEND G"BEYONE) UNIT ON ALL SIDE5. EOUIPMENT5UPPLIED DRAIN PAN. THE WATIf R. LEVEL DETECTOR SHALL BE LOCATED AT A POINT HIGHER THAN THE PRIMARY DRAIN LINE CONNECTON AND 13ELOWTHE OVERI` LOW RIM Off SUCH PAN. Dif f U5ER, GRILLE, AND REG15TER 5CHEDULE CALLOUT DE5CRIPTION FACE SIZE (IN) INLET 51ZE (IN) N015E CRITERJA @ MAX CfM MODEL R.C2424 EGGCRATf GRILLE 24x24 24x24 25 TITUS 50f 5CPOG SUPPLY CEILING PLAQUE DIFFUSER 24x24 GO 25 TITUS OMNI SCP08 SUPPLY CEILING PLAQUE DIf fU5ER 24x24 80 25 TITUS OMNI 55120G DOU13LE DEfl ECTION SUPPLY 14x8 I 2xG 25 TITUS 300175 55 18OG DOU13LE DEFLECTION SUPPLY 20x8 I 8XG 25 TITUS 3001`5 SSD30OG DRUM LOUVER 32x8 30xG 0 TITUS DL A. AIP, DEVICE (I.E. D117171-15EIR-5, REG15TEP,5 AND GRILLES) COLOR SELECTION SHALL 13E MADE BY ARCHITECT. CONTRACTOR SHALL SUBMIT COLOR/f IN15H CHARTS fOR. ARCHITECTURAL REVIEW AND SELECTION. 13. THE CONTRACTOR SHALL COORDINATE AIR DEVICE f RAME AND/OR. SUSPENSION TYPE WITH THE ARCHITECTURAL R.Elf LECTED CEILING PLAN. DUCTLE55 5PLIT DIRECT EXPAN51ON (DX) EQUIPMENT INDOOR, UNIT OUTDOOR UNIT OME31NED CAPACITIE COOLING HEATING M A KK SERVES TYPE MODEUSEKIES NOMINAL cfM MARK MIN. MIN. MODEL/5ERE5 TOTAL @ 47'f I I I TONS SEEP, I HSPf (ME3H) (Mi3m) ECTKIC EL �Al_ MfCU_I WALL -MOUNTED, COOLING ONLY PKA-A24KA4 2.00 G35[705[775 MCU_ 1 17.0 N/A PUY-A24NHA4 24.0 NIA ROOM NOTES (APPLY TO ALQ: A. BASIS Of DESIGN: MITSUE51SHI. EQUAL PRODUCTS: DAIKIN, LENNOX, SAMSUNG, LG, SANYO, JCI)YORK. D. SINGLE POWER, CONNECTION AT OUTDOOR UNIT. DISCONNECT SWITCHES PROVIDED AT THE INDOOR, AND OUTDOOR. UNITS BY ELECTRICAL SUBCONTRACTOR. REf ER TO THE ELECTKICAL DOCUMENTS. C. K-4 I OA P\Ef RJGERANT. D. FACTORY CONDENSATE PUMP OR, CONDE N5ATE LIFT MECHANISM. If. WALL MOUNTED WIRED REMOTE CONTKOLLEK. f. INVERTER, DKIVEN COMPRESSOK. G. MOUNT MHP ON P,00f. H. R.EfR.IGERANT LINE SET TOTAL EQUIVALENT LENGTH SHALL NOT EXCEED 100 FEET. SHOULD AN ALTERNATE MANUfACTURER. 13E USED, CONTRACTOR, SHALL COMPLY WITH ALTERNATE! MANUCAFTUKER LINE SET LIMITATIONS. LOUVER5 MAX PRESS. REMARKS SYM130L MODEL/ SERVES SIZE MIN FREE AUA cfM DROP OPERATOR INTERLOCK FRAME SEPIIE5 WxH (IN) (SQ fT) (IN WC) 1 2 3 4 WL-A ESD-G35X STORAGE UNITS I 8XI 8 0.5 250 0.05 N/A N/A ALUMINUM X X X X NOTES (APPLY TO ALL): A. FINAL COLOR, SELECTION SHALL BE MADE 13Y ARCHITECT AT TIME Of SHOP DRAWING APPROVAL. PROVIDE COLOWFIN15H CHARTS AS PART Of SUBMITTAL. B. DESIGN 15 EASED ON PRODUCTS BY GREENHECK. ACCEPTABLE ALTERNATES SHALL BE E5Y UNITED ENEKTECH, ARROW, RUSKIN. REMARKS (APPLY AS SCHEDULED): 1. 13RD SCREEN 2. DAKED ON ENAMEL FINISH. 3. GRAVITY F3ACKDR.AffT DAMPER. 4. PRODUCT SHALL INCLUDE I`LOF�DA PRODUCT APPROVAL NUMBER AND SHALL BE LISTED FOR. USE IN f LOKIDAS HIGH -VELOCITY HUKRICANE ZONE. I I FAN SCHEDULE MAX. DASIS REMARKS MARK DUTY TYFE cfM E.S.P. MOTOR, Dp\IVE NOISE CONTROL Of DESIGN 1 2 1 3 1 4 5 G (IN WG) (W hp) (SONE5) 13Y MODEL Ef -A EX H AU ST CEILING CA13INET 70 0.5 100 DIRECT 2.0 SWITCHED WITH LIGHTS GREENHECK SP X X X NOTES (APPLY TO ALL): KEMAKK5 (APPLY AS SCHEDULED): A. SEE ELECTRICAL PLANS FOR, POWER, CHARACTERISTICS 1. FAN SPEED CONTKOLLER. 13. DESIGN 15 13ASED ON PRODUCTS E5Y GREENHECK. ACCEPTADLE 2. FACTORY DISCONNECT SWITCH/PLUG. ALTERNATES SHALL [31f BY LOKEN-COOK, TWIN -CITY, PENN DAKRY. 3. GRAVITY 13ACKDWT DAMPEK. ELECTRIC WALL HEATER HEAT BASIS Of REMARKS MARK CfM WATTS 1 12 314 5 (15TU/H) DESIGN Ewh- 1 100 1500 5(20 QMARK AWH X X X X X REMAKIKS: 1. PROVIDE WITH INTEGRAL THERMOSTAT AT UNIT TO MAINTAIN MINIMUM 45 f (ADJUSTA13LE). 2. COORDINATE ELECTKICAL CHAKACTERJSTICS WITH ELECTRJCAL CONTRACTOK. 3. f AN DELAY SWITCH. 4. THERMAL CUTOUT. 5. f ACTOP\Y DISCONNECT SWITCH. P - K&Q V1 CEIVS�p No. 70199 w 'FLOR 4t 10NAL PROFICIENT E IN G I IN E E R I IN G 6991 Peachbw IndustW Blvd Building 700 Peachtree Comers, Georgia 30092 404.330.9798 PROJECT# 118637 FL COA #28783 w W, N) cr U w 0 w E 0 �' �w_ M _wj z :�z It < z < >_ LU LU 0 -1 < Z u LLj IL = LL_ Lij W V) < co Q'_ < ui z < I— w 0 LL U F= Lo m-i,<- lw- �- 0 0 0 V) U 0� z w < D < c� F- Q� y < 0 CL 0 C)ZZ::Do 3:-0 ClfwLuo 0 < C) i�-) z = C/) �- E Q� z = 00 ZOW ZZ 0 2� < 6 �- - 0 �-- 0 0 L' LL Z wo �-_ �- - u 0 W V) U 0 0 z co CD 0 __ 0 w 7� z z Z W U z >- w w CL ff::) Lu = �- (/) ::) �E �-- of u w 0 -) [L)u� w w 0�:D D - LL Z < Of Z�) < w �- 0 F- w z V) (y_[Lu0(_)00c�LL__J =<Z 00wffwLuuZLL_J0u[Lc)0 ff 0- F- ff z < E < w O� LLJ U Z_ W CL w - < - E < Q� V) 0� = CL LLJ Lu < uj = 3: wwu Uw �__ F-- 2:: Fy LLJ U �- < ==chw0fQf <Z W= Ll)�icr (1) bb ct $--4 0 Cis 4.4 0 0 4-� 0 u 'i�' OP-4 u ul w u lAl I I It A ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER M003 COMcheck Software Version 4.1.1.0 - - 6�( Mechanical Compliance Certificate Project Information Energy Code: 2017 Florida Building Code, Energy Conservation Project Title: 118537 ZEPHYR STORAGE Location: Ziephyr1rilills. Florida Climate Zone: 2a I'Miect Type: New Construction Ckinstruction Site: Owner/Agent Designer/Contnicim ZEPHYRHILLS, FIL Additional Efficiency Packago(s) Reduced interior fighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type & Description 1 FCU-1 (Shoe Zone): Heating: I each - Central Furnace. Elachic. Capacity = 33 kBtuA No minimum efficiency requiremard applies Cooling. 1 each - Spit System, Capacity = 36 kBbA, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: 120D CFM - Compliance (Motor narneptide 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 Furneca, Electric, Capacity = 33 kftA No minimum efficlency requir~ applies Cooling: 1 each - Split System, Capacity - 36 kBkdh, Air -Cooled Condenser, Air Economizer Proposed Effidency - 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: 12DO CFM - Compliance (Motor nameplate HP method): Passes Fans: FAN 1 Supply, Constant Volume, 1200 CFM, 0.3 motor nameplate hp, 0.0 fan efficlancy grade I FCU-3 (Single Zone): Heating: I each - Central Furnace, Elacbric. Capacity = 33 kSbA No rninimurn efficlency requirement applies Cooling: I each - Split System, Capacity = 36 kBtuh, Air -Cooled Condensair, 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, 11 200 CFM. 0.3 motor nameplate hp, 0.0 fan efficiency grade I FCU-4 (Single Zone): Heating: I each - Central Furnace, Electric, Capacity = 33 kBtu/h No minimum efficlancy requirement applies Cooling: 1 each - Split System, Capacity = 36 k8tulh, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER. Required Effideircy: 13.00 SEER Fan Syslen: 12DD CFM - Compliance (Motor nameplate HIP method) : Passes Few. FAN 1 Supply. C*nsW Volume, 1200 CFM1, 0.3 motor nameplate tip, 0.0 fan efficiency grade Project Title: 118537 ZEPHYR STORAGE Report date: 12/18/18 Datafilename. P:\118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck Page I of 18 I, 1111011011111110*__-_� _ � i "s ,� _� '��,2,q.�:i",�',.,',,�',�,iN,�,,� �-g� - - M I , M��,�4,',, �L_'- "�� ,.�, -',�,,k,'�'��k,'-.-,I�L-,��------�$,Zf �, 41�,".". , � _ 'P`��, ,�;A ,,� -, , - , , _- �,�,A4 a t _� �� 3 , , W - -�j ", �,4� .T-,,�', - �P , , � 'Xi �,,i ,,�,-,� m8t�, � �%� �p "" � _q , I Z, --,� -.'.��-�, ,,,,,,�& . - T ',� -, . L , " ,-- , . �11KL�,�,� ,O��,V,".�, , � ,4 , � , , M ,�_., ...... �, ,10 17 , , v_", - 12011,_n .... ___ . , , �1;�, n , � Wmi ,,.,,,,,,,,,,,,. ,,,,-'.�,,,,,�,",-"r,,-""",,,,,,,, . , �. � - -, 4, �`f M �M,!!110_11n ,:n, 0 u �= � "a � '1�1 ON" ,, I C404.7 ,'Water distribution system that pumps : komplies � Exception: Requirement does not apply. 11PIL811 -� water from a heated -water supply ]Does Not � - I �,,, pipe back to the heated -water source : � ; Not Observable! : through a cold -water supply pipe is a ;11 'ONot Applicable � ; demand recirculation water system. � : I I � Pumps within this system have � � I � I ; controls that start the pump upon � � r � I receiving a signal from the action of a ! � I . : user of a fixture or appliance and � I - 1 limits the temperature of the water ! � I I I e Ing the cold -water piping to � I . ZrF. I � 1 ! i I C404.7 � � Exception: Requirement does not apply. ' � Water distribution system that PUMPS ElComplies 1 Male - , : water from a heated -water supply OlDoes Not � I ; pipe back to the heated -water source � � oNot Observable, Ahrough a cold -water supply pipe Is a I :demand ' ' ONotApplicable, I - recirculation water system. ; , , Pumps within this system have i � � I !controls that start the pump upon i : I I i ;receiving a signal from the action of a ! � I � user of a fixture or appliance and : � . I ! - limits the temperature of the water I I I . � I � entering the cold -water piping to : ' I � . � :104*F. t I C4"7 ,: Water distribution system that pumps OComplies Requirement will be met. IPLAP i 'water from a heated -water supply :ODoes Not : � I _: pipe back to the heated -water source , I ' Observable: - ; through a cold -water supply pipe is a ,oNot i �ONot Applicable � . demand recirculation water system. ; ; Pumps within this system have ; I I I . controls that start the pump upon : . t : I . receiving a signal from the action of a � I I 1;: user of a fixture or appliance and ; i � I � : limits the temperature of the water I � � I I . � � � o I i entering the cold -water piping to � I ,,, 1. . 11 104*F. � ; I I I i C404.7 I - � Water distribution system that pumps OComplies : Exception: Requirement does not apply. IPLSP ' '! water from a heated -water supply UDoes Not � I -1 i pipe back to the heated -water source : � � through ;ONot Observable � - a cold -water supply pipe is a , !demand recirculation water system. :ONot Applicable � I ? Pumps within this system have � ; I : I controls that start the pump upon : . I . 1 receiving a signal from the action of a : i I : user of a fixture or appliance and . : � - : limits the temperature of the water : � I entering the cold -water piping to � :104-F. : I C404.7 � Water distribution system that pumps :OComplies � Exception: Requirement does not apply. 114.813 ; water from a heated -water supply OlDoes Not : I � pipe back to the heated -water source I : : through a cold -water supply pipe Is a , [JNot Observable, ONot Applicable : : demand recirculation water system. : � � ; 1 Pumps within this system have : I I � '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 ! � � � � limits the temperature of the water : - I I : � entering the cold -water piping to � I i I I 104-F. � . I I �r I 1 1 High Impact (Tier 1) 1 2 ]Medium Impact Mer 2) 1 3 ]Low impact (TI �3) Project Title; 118537 ZEPHYR STORAGE Report date: 12/18/18 Datafilename: PA118\118537 Zephyr Commons SS Zephyrhills FLX118537 COMCHECK.cck Page 7 of 18 . 'O M� � _44 `� -1 �' � - �,t� ,�, -W,�,,�� I; -5- �,-�*N,- - - I. 11,1; �,, �. ��, ,_ , -, - - - - - "' k.,A�N�N . '00i - � � ��,_� I ,� ir -� --��O, "� k -1 _ �, i, _ ,_ . P 4 ; 1111 , ., - .1, I -�, ,,-,, _', C., , . ,�?"m.`, --,,;�,�,.��,,k,,,,,-��,",.�,.r,�, , 1�1 '�,"��-,��,��,',",,��y,�r', -;'� - _ , , � ,,,,_�:; I �,,'4�� _��tl�,Zlln,7,�'w ,�, I 1- I ,� 01�-,' �& -��,r�,;,� I � 1_.,�,��Iil�,_�%�,,N raTOMMM-M ?M C3013, - 1 Furnished O&M manuals for HVAC iOComplies � C4092-5. 1 '; systems within 90 days of system 0Does Not � 3 [FOP :acceptance. ! � �[]Not Observable � � � i I ONot Applicable ; � I C;46Jil.2.41� 1 Minimum one humidity control device :OComplies � Requirement will be met. 2.4 , " " per installed ODoes Not : I [FI56P I : midification : EINot Observable: I I I I ;system. Controls prevent ONotApplicable �� 1. I � simultaneous operation of I I I I " 1 humidification and dehumidification � : : � . I � I I I �iequipment. I I I � C403.2.4k� I Minimum one humidity control device :OComplles ;Requirement will be met. 2A; 1; per installed . I 1ODoes Not : M56P I I humidification/dehumidification !system. :[]Not Observable: I Controls prevent � simultaneous operation of :ONot Applicable : � . I . I � humidification and dehumidification : . �equipment. I I I C403.2.4. �, Minimum one humidity control device OCompiles , Requirement will be met. 2.4 � per installed � OlDoes Not i jFt%13 : humidificatiorkldehumidification ONct Observable � � system. Controls prevent : simultaneous operation of ONot Applicable I :humidification and dehumidification , I � � I I 1 equipment. � � . I . C403.2-A.,11 Minimum one humidity control device :OComplies i Requirement will be met. 2.4: � _ � per installed ; � 'ODoes Not tR5fiP :' ! humidificationirdehurniclification : bNot Observable � � . 1, system. Controls prevent . � simultaneous operation of . �ONot Applicable � : ! � humidification and dehumidification � I I ; equipment. . I � . C403.2A. ,i Minimum one humidity control device .[kornplies i Requirement will be met. 2.4 ; per installed 0Does Not : [FI56j3, ' 1 humidification/dehumidification .ONot Observable: . I , . system. Controls prevent � simultaneous operation of :ONot Applicable � : . � � humidification and dehumidification � : t : equipment. � : 45W.2.4. ; Minimum one humidity control device 13CompRes � Requirement will be met. 2.4 ! per installed 0Does Not � IF156)3 � humicuricatiorildenumiclification : I UNot Observable � , system. Controls prevent � simultaneous operation of I 11Not Applicable � . 1: humidification and dehumidification I � � � I 1 equipment. � : . C403.2A.: Minimum one humidity control device [komplies : Requirement will be met. 2.4 ! per installed 1 ODoes Not . JFW i humidiffcation/dehumidification ;system. � : EINot Observable, I � Controls prevent �ONot Applicable : : simultaneous operation of : humidification and dehumidification . � . . � equipment. : I C4632.4. :Minimurn one humidity control device I ElComplies I Requirement will be Met. 2A , 1 per installed :ODoes Not 04MI3 . � humidificationi'dehumidification � I []Not Observable I system. Controls prevent 'simultaneous operation of ' ONot Applicable :humidification and dehurniciffication � . I � . equipment. I I 1 1 High impact Mer 1) 1 2 1 Medium impact Mer 2) J 3 I Low Impact fileer �3) Project Title: 118537 ZEPHYR STORAGE Report date: 12/18/18 Data filename: P:U18U185317 Zephyr Commons SS Zephyrhills FL%118537 COMCHECK.cck Quantity System Type & Description I FCU-5 (Single Zone): Heating: 1 each - Central Furnace, Electric, Capacity = 49 kBlulh No mirrimurn efficlevicy requirement applies Cooling: 1 each - Split System, Capacity = 47 killuih, 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, 16DO CFM, 0.8 motor nameplate hp, 0.0 fan efficlarmy grade 1 FCU-6 (Single Zone): Heating: I each - Contra[ Furnace, Electric, Capacity = 49 kBtu/h No minimum efficiency requirement applies Cooling: I each - Split System, Capacity = 47 kBbA, Air -Cooled Condenser, Air Economizer Proposed Efficiency - 14.00 SEER, Required Efficiewf. 13.00 SEER Fan System: 1600 CFM - Compliance (Motor nameplate HIP method) : Passes Fan: FAN 2 Supply, Constant Volume, 1600 CFM1, 0.8 motor nameplate tip, 0.0 fan efficiency grade I FCU-7 (Single Zone): Heating: I each - Central Furnace. Elactrk� Capac4 = 49 kMA No minimum efficiency requirement applies Cooling: I each - Split System, Capacity = 41 kBbA, Air -Cooled Condenser, Air Economdzer Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: 1400 CFM - Compliance (Motor nameplate HP method): Passes Faris: FAN 3 Supply, Constant Volume, 1400 CFM, 0.5 motor nameplate hp. 0.0 fan effidency grade I FCU-8 (Single Zone): Heating: I each - Central Furnace, Electric, Cape* = 58 kBtuth No minimum efficiency requirement applies Cooling: I each - Split System, Capacity = 58 k0tulb, Air -Cooled Condermier, Air Economizer Proposed Efficismy - 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: 1990 CFM - Compliance (Motor narrieplate HP method) : Passes Fans: FAN 4 Supply, Constant Volume, I 990 CFM, 0.8 mot" nameplate hp, 0.0 fan efficlancy grade 1 FCU-9 (Single Zone): Heating. 1 each - Central Furnace, Electric, Capacity = 37 k8tulh No minimum efficiency requirement applies Cooling: 1 each - Split System, Capacity = 29 kiftulh, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency. 13.00 SEER Fan System: 1000 CFM - Compliance (Motor nameplate HP method): Passes Fans: FAN 5 Supply, Constant Volume, I 000 CFM. 0.3 motor mansplats 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 Inspection Checklist PAULKENNEY __L�21a4�� 12118/2018 Name - Title Signature Date * COMcheck Software Version 4.1.1.0 1 Inspection Checklist e8/i 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. gte,. � with which compliance can be I . :0Not Observable: determined for the mechanical �0141ot Applicable : � systems and equipment and : : � document where exceptions to the I : . I ;standard are claimed. Load : . calculations per acceptable : : . engineering standards and � : �handbooks. � I . . C405.6 - � Plans, specifications, and/or DComplies : Requirement will be met JPR1712 'calculations provide all information :01Does Not ! : .with which compliance can be ; . cletermined for the electrical systems I foNot Observable: I and equipment and document where !ONot Applicable : : : exceptions are claimed. Provisions are; : .made for metering individual tenant : � � I , units. Feeder connectors (for feeder ; : � and branch circuits) sized in : . accordance with approved plans with : � ! maximum drop of 5% voltage drop : ! total. � � � . C406 � Plans, specifications, and/or I ElComplies � Requirement will be met. [PR911 I 'calculations provide all information �:OlDoes Not � with which compliance can be . I � determined for the additional energy UNot Observable � � efficiency package options. UNot Applicable : � Additional Comments/Assumptions* - I I I High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 1 3 ]Low Impact ( Project Tkie: 118537 ZEPHYR STORAGE Report date: 12118118 Project'ritte: 118537 ZEPHYR STORAGE Data filename: P:\118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck Page 2 of 18 Datafilename: P:\118\118537 Zephyr Commons SS Zephyrhills FIL\118537 COMCHECK.cck - I � 0W.1 : ! Water distribution system that pumps !UComplies Exception: Requirement does not apply. , [PLOP. � _ 'water from a heated -water supply ;IJDoes Not : I � � ; pipe back to the heated -water source � � � : through a cold -water supply pipe is a � []Not Observable: - � demand recirculation water �ONot Applicable I I System. : I I I I � Pumps within this system have : I - ; controls that start the pump upon � - :receiving a signal from the action of a ! 1 4 1 ; user of a fixture or appliance and : - � limits the temperature of the water : I :entering the cold -water piping to : ! . I - - __ 104*F. I � I : � 1 0404.7 1 Water distribution system that pumps OComplies ! Exception. Requirement does not apply. [Pie i, water from a heated -water supply 0Does Not � I- ;pipe back to the heated -water source : I I 'through a cold ONot Observable � � � -water supply pipe is a . I I ,:demand recirculation water system. ONot Applicable 1� I I � I - � i Pumps within this system have . _ I !controls that start It � I I I he pump upon � � � I !receiving a signal from the action of a : I , � � - , i user of a fixture or appliance and i I - I � 1 limits the temperature of the water : � I �en the cold -water piping to I I '7g : : 10 t I I - 4P � I Additional Comments/Assumptions: I 1 1 High Impact (Tier 1) 1 2 1 Medium Impact Mer 2) _ 1 3 1 Low Impact (Ter-37)7I Project Title: 118537 ZEPHYR STORAGE Report date: 12/18118 Data filename: P:k118\218537 Zephyr Commons SS Zephyrhills FLX118537 COMCHECK.cck Page 8 of 18 1 - --- ClIf ... � ...... 1. - - - , �,i,.-,-P, 8'p�,Q' 1-' 111�velr;Vr%AM �'��v ,�g �� _� M , e�ig _�._ -�,�.�.?,7,,"",�-�,,,,,�,,,i'l�?',�r-,',,�,,'-,,,,,,�,-'-', �il,m i !'� - �_�jc,,, f ��',, `�14 , I; , ,� .W .. . _ . " �-,.�,,,-�-,��I."�,�.��,�,�.--i',,�",��,�,�:�", , 'Z ,�, , ��. - ", �*, 7-- =_ , 2 , �, "" , � � ,,-,a";�,��i�Ah�,,� " :7� _ .1 , , _101 M # ,; , ". N � ,,, "."! 13-1-0 - _ _g , � . " , C403.2-A, � ._____, Minimum one humidity control device LIComplies . Requirement will be met. 2.4 , : per installed UDoes Not I (Ft 56)3 ! humidification/dehumidification 0Not Observable � � ; ', ,simultaneous system. Controls prevent 'ONot Applicable � operation of : 1 humidtfication and dehumidification � � I ;equipment. � � C4011.1- 1 NVAC systems and equipment design :OComplies : Requirement will be met. tFIS013 'loads calculated in accordance with :IJDoes Not � I I 1, I I ; ANSI/ASHRAE/ACCA Standard 183 or : ! --...U,. I , . I I � : I ,LJ � ACCA Manual N or by an approved ONot Applicable � equivalent computational procedure. : I - I i Design loads shall be attached to the � � - - I code compliance form submitted to � : . � I I .1 I ; the building department when the ; I 1 building Is permitted or, In the event ' � . i the mechanical permit is obtained at a: � ; 1 later time. the sizing calculation shall : i � � be submitted with the application for 1 1 1 � Ahe mechanical permit � I . C40.2.2 : HVAC systems and equipment �OConnplies : Requirement will be met. 011211� � capacity does not exceed calculated �ODoes Not ,I toads. ItINot Observable � I . I 014ot Applicable . . � 'OComplies � Requirement will be met. C403.2.4. :;Heating and cooling to each zone is � � I �, ! controlled by a thermostat control. 'ODoes Not I : ; I I lfl[471X � ''I Minimum one humidity con" device iONot Observable! : � � � 11 � ' I � I per installed 1 humidification/dehumidification ONot Applicable � � � � � I : system. . ! C401.2.4. I Heating and cooling to each zone is 0complies � Requirement will be met. I - I � � controlled by a thermostat control. :13Does Not � ITMV I � Minimum one humidity control device : I �oNot Observable � � per installed ! hurniclification/dehumidification :ONot Applicable � : ! . � system. : . CA012Ai ', Heating and cooling to each zone is OComplies ! Requirement will be met. 'I , : controlled by a thermostat control. ;ODoes Not i IR47P I , Minimum one humidity control device � C]Not Observable! : per installed � I , humidification/dehumidification 104olt Applicable �� , I i , system. : I ''I C4632A. meating and cooling to each zone is 13complies � Requirement will be met. 'I � - ; controlled by a thermostat control. Eboes Not � Vlullti i Minimum one humidity control device : : i ![3Not Observable: I I I , per installed ' hurrildification1dehumidification 11Not Applicable '� . I I 11 I I t system. � : i � I I C41D 1A �� Heating and cooling to each zone is ;OComplies 1� Requirement will be met. 1, , , : controlled by a thermostat control. IlDoes Not � IF14113 , 114inimum one humidity control device � I ; oNot Observable: I I . I . per installed [INot Applicable . lhumidificationtdehumidification ! - : system. � � C4"2A. ; Heating and cooling to each zone Is �13Complies . Requirement will be met. I ; controlled by a thermostat control. ElDoes Not . W14113 . :Minimum one humidity control device EINot Observable, I : per installed : humidification/dehumidification ONot Applicable � I isystem. - I � I High Impact Mer 1) 1 2, ]Medium Impact Mer 2) 1 1 1 Low Impact Mer 3)= - Project Title; 118537 ZEPHYR STORAGE Report date: 12/18118 Data filename: P:kllBklIS537 Zephyr Commons SS Zephyrhills FU118537 COMCHECK.cck Report date: 12/18n8 Page 3 of 18 I * -, � - � _ , , .� I �W�,,% i -Q,',6�:14-��,',w wl__�� - . , NO J� 11 .;i !, 01111� sgp ,WN11 , " 04*% , ,��,,�i,��l�,��,-�,"��"""�,��'I 119 51r�,Tl �1� - - g ,&'PMN_ � � i"A'A "I-11"I"I", - i, A� III - 1, _ ..... I I 0 It " ,,, � A"01 I'_ - I, I 71, � "Al � .i � . � I- - I C402.2.6* � Thermally inef Complies t Requirement will be met. [Mil I sensible heating panels have �[] I , Does Not I I I :insulation > - R-3.5. � I UNot Observable; I I � '0Not Applicable ': 66012.91.':� HVAC ducts and plenums Insulated DComplies :Requirement will be met. Ll I and sealed according to Florida UlDoes Not � tMMP � Section C40.3.2.9, Table 3.2.9.1. I : : I i I , :011%ot Applicable _. C40319. .!All ducts, air handlers, filter boxes, DComplies ; Requirement will be met. 2, � 1 building cavities, mechanical closets ;ODoes Not � [MM)2 l� and enclosed support platforms that . . : :0Nct Observable . i form the primary air containment , ; Applicable � '! passageways for air distribution 10Not I I ! systems are constructed and erected � I : � I I I In accordance with Table C403.2.9.2 : I 11 : � and with Chapter 6 of the Florida � . t : � � . . � Building Code, Mechanical. Ducts are �. � ,be constructed, braced, reinforced : � � . 1 and installed to provide structural ! I I . i, strength and durability. All transverse � . I . :joints. longitudinal seams and fitting ,: � � t connections are securely fastened in ! � I � : accordance with the applicable : � I . I 1 standards of this section. � C4113.2.9. � Duct insulation is protected from :13complies ; Requirement will be met. 12 damage but not limited to the . :ODoes Not ; -1 IMEW11 �: following: 1. Insulation exposed to : I �014ot Observable � . I weather is suitable for outdoor I � !service. Cellular foam insulation is ;ONot Applicable 1 ! 1 , � protected or painted with a coating . : I � that is water retardant and provides � ; :i shielding from solar radiation. 2. ! � ; � . I 1 Insulation covering cooling ducts � � I I I � located outside the conditioned space ;. � I I I . � Is vapor retardant located outside the � ! . � insulation, all penetrations and joints � ! I I � of which shall be seated. . : i . I ' C401.2.9. Additional Insulation with vapor [komplies I � Requirement will be met. 1.3 � barrier Is provided where the 1 :ODoes Not : 11401P ; minimum duct insulation requirements! ervable � � - of Section C403.2.9.11 .. e I � determined to be Insufficient- b- -0 . :ONot Applicable � I - � prevent condensation. . : I I C403.2.13 ' Unenclosed spaces that are heated I DComplies � Requirement will be met 11IM7112 i use only radiant heat. :ODoes Not � � ; I : �oNot Observable � . I . I ; EINot Applicable � __ C403.2.3, ; HVAC equipment efficiency verified. I .nComplies : See the Mechanical Systems list for values. IWZ5512 � PDoes Not I : I I � � �ONot Observable � .1 � ;ONot Applicable : ; I 1 C403.4% . Ducts, air handlers. filter boxes. UComplies ; Requirement will be met. I 3 ;building cavities, mechanical closets ;ODoes Not � . IWA012 , and enclosed support platforms that : � :0Not Observable: I I : form the primary air containment 'ONot Applicable � , passageways for air distribution I I systems are sealed in accordance with; ; � . I i the applicable criteria of this section : ; : I _ � and Table C403.2.9.2. � . . . I I I High Impact (Tier 1) [ 2 I medium Impact (Tier 2) 1.11ILowimpact(�T-ter3) � Project Title: 118537 ZEPHYR STORAGE Report date: 12/18/18 Data filename: P:k118k118537 Zephyr Commons SS Zephyrhills FLU18537 COMCHECK.cck Page 9 Of 18 - - - -w--,-- %-? _ I �1�1 , , - �� ', .� � �; , �1.41 ,-, , -, � � - � "'i �*1&11�` llitK4 � �� __ _1 '��;, N,011'470`ilt - ,-i��Iki',,Ai,�X-,,� �, R E.E,� -11, (&�� , , k 409� ,� �, , _ - ,4�,,,_ , " - " - �_,,_ I—- _ I . A I - �_�!II(!J@$J1ljj(* ,� I , -1. t F _ ,� - � --- : - ��_ - .�� " � � , ,-- t11%11_'11 `,-4� , - -, , , - , , ,� 1, 1L , C1103,2A., ;Heating and cooling to each zone is �UComplies � Requirement will be met. I I :controlled by a thermostat control. :ODoes Not ! 1 4� fFI 7P � niclity control device : :[]Not Observable ' I I � , I! per installed ; humidification/dehumidification ;ONot Applicable : : � . I j system. . . : C4012-4. ; Heating and cooling to each zone is �;Clcomplles � Requirement will be met. 2 ] controlled by a thermostat control. UlDoes Not � JF14713 �, I Minimum one humidity control device ; :[]Not Observable; I - I I � I per installed ; humidlflcation/debumidifica tion UNot Applicable � : i I � I . i system. ; i - i C403.2A. 1 Heating and cooling to each zone Is ;OComplies Requirement will be met. I - I � controlled by a thermostat control. UDoes Not � JR41)3 ! Minimum one humidity control device : � :011%ot Observable: I per installed ' hurnidtfication/dehumidification �[]Not Applicable : I I � system. : L � C403.2A, ;;Thermostatic controls have a 5 *F OComplies; � Requirement will be met. 1.2 �cleadbaricl. :ODoes Not � 1"13 : I . : I :oNot Observable � I � : ONot Applicable � . C4031A. Jemperature controls havesetpoint OConnplles ! Requirement will be met. 1-3 � overlap restrictions. :,DDoes Not � IF120P � I , : � I :ONot Observable � � 11 . I I L � �ONot Applicable � I . , C40.2A., �i Each zone equipped with setback OComplles � Requirement will be met. � I 2 , i controls using automatic time clock or DDoes Not � IF13913 i programmable control system. � : I ,ONot Observable � I - i i :ONot Applicable 1: C408,22 j Construction documents require that a OComplies � � IFI54P :written balance report be provided to :ODoes Not � � the building owner or rep for HVAC ; i :[]Not Observable; ,systems serving zones with t otal ; condition area > 5,000 sqft. Air UNot Applicable : � � . . ; distribution systems shall be tested, : : I , i adjusted, and balanced by a licensed : I engineer or certified company. � . i C403.2.0 :Automatic Controls: Setback to 55*F � bComplies , Requirement will be met. ,3-2.4. i (heat) and 85*F (cool); 7-day clock, 2- :ODoes Not : Q2. � hour occupant override, 10-hour : � 1 2.2 I :backup :ONot Observable JR40,P � I I I ; ' ; � ,ONot Applicable : . i I : � I . _7 C403.72A. !Systems Include optimum start - Momplies � Requirement will be met. 2.3 ! controls. 0Does Not � IP141P 1 ; :ONot Observable , � � I I ! . :011%ot Applicable � . C403.2A. � Systems Include optimum start DComplies � Requirement will be met. 23 � controls. � ODoes Not 4 : LF11411s � : I : ' UNot Observable � I : . 011%ot Applicable � C403.2,C ;, Systems include optimum start : �[3Complles � Requirement will be met. 2.3 : controls. OlDoes Not ! tR41P i � :oNot Observable � F ; . : ONot Applicable � � ______F_]_ I 1 1 High Impact (Tier 1) _2 Medium Impact (Tier 2) [ 3 1 Low Impact (TWr-3-) __J Project Title: 118537 ZEPHYR STORAGE Datafilename: P:\118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck C4032.4. ; Snow/ice melting system sensors for ILIComplies � Requirement will be met. . 51 � i future connection to controls. Freeze !ODoes Not : C4031.4. !protection systems have automatic : 6 i controls Installed. ;[]Not Observable ,� (FOOP � �ONotApplicable : 1 : : � i � : . I � Additional Comments/Assumptions: I 1 1 High Impact (Tier 1) 1, 2 1 Medium Impact (Tier 2) 13 IlLow Impact M��3) � Project Title: 118537 ZEPHYR STORAGE Report date: 12/18/18 Data filename: PA118\118537 Zephyr Commons SS Zephyrfillis FLU18537 COMCHECK.cck Page 4 of 18 , - . , , " � � - ,�r`,' -,-A �- -_, , � � �, � _: Imp N0107'M igif �i,'2 -,,6� �',`��-, I ,; ItAN 5 �, ��! � 'r�m%tjf,,�,y & "w�,', ;'73�i' 4v--�- g-�,,� ,gg,,,� �', � , ��, - " - "%� , , ,4 i�, 11,411 A'�,�I-N5h� _�T, _1 , s "", , ggg� .� ,4 "il " �� Z110 I f - 411-1-N �, 11,�� 21,;191`,14'1111�� , - , , "_ - XM, ,I IT_ �� I " ,i, � , w2n� I., - EM MEM � ... _� � I' t"N& C401.2.11 � Cavities In framed spaces are not OComplies � Requirement will be met. 4 : used to deliver air or return air to � DDoes Not I � I 0*76P , the conditioning system unless they : : * i ONot Observable � ; contain an air duct insert which is � 1ONot . , insulated in accordance with Section Applicable � . : C403.2.9.1 and constructed and � . � seated in accordance with the � ! � requirements of Section C403.2.9.2 : I � I i appropriate for the duct materials I � ! used. : . C403.2.9. : Air distribution systems are sized and 10complies 'Requirement will be met. S 'designed in accordance with 13Does Not � tME7612 � � recognized engineering standards. ONot Observable � ! Refer to section details. I I �,ONot Applicable � C403.24. �,Air-handling units not Installed In OComplies i; Requirement will be met. 6 i attics of commercial buildings. 10Does Not : [ME77F ,� : I ONot Observable: I I I � �ONot Applicable : � C403.2.4. : Fault detection and diagnostics OComplles : , Requirement will be met. 7 � installed with air-cooled unitary DX :ODoes Not � (ME11313 ; units having economizers. : :[]Not Observable �. � :ONot Applicable � . I I - C408,2.2. � Air system balancing accomplished in ,Ocompiies :Requirement will be met. � I ; a manner to first minimize throttling �ODoes Not � IMS313 1 losses, then for fans with fan system 1 : � []Not Observable � i ip fan speeds . power greater than I I , � shall be adjusted to meet design flow �ONotApplicable � � � conditions. Balancing procedures shall � I ;be in accordance with NEBB ! ! , Procedural Standards, the AABC, ; I � I � National Standards, or equivalent ! r ! ; I procedures. � � - I C403.2.6. . Demand control ventilation provided 'ElComplies � Exception: Systems with design outdoor air of less than 1200 1 � for spaces >500 ft2 and >25 ElDoes Not � cfm. IME5911 , people/1000 ft2 occupant density and � I LINat Observable; 'served by systems with air side economizer, auto modulating outside UNot Applicable : air damper control, or design airflow � : >3.000 cfrn. � I � C401.1&. ; Enclosed parking garage ventilation ElComplies � Exception: Requirement does not apply. 2 : has automatic contaminant detection �ODoes Not � M115r ; and capacity to stage or modulate I : ; fans to 50% or less of design capacity :ONot Observable � 0Not ; . Applicable � C403.2.7 Exhaust air energy recovery on ElComplies : Exception: Requirement does not apply. (ME5711 � systems meeting Table C403.2.7(l) IlDoes Not : and C403.2.7(2). . ' � :[]Not Observable. ONot Applicable : C4012,111 , Kitchen exhaust systenris comply with :OComplies ;Requirement will be met. (ME11613 � replacement air and conditioned � 0Does Not ; I I I _ *supply air limitations, and satisfy hood � � EINot !rating requirements and maximum . Observable � I ONot Applicable : I 'exhaust rate criteria. I � i . . � C403.3 � Air economizers provided where OComplles ; Requirement will be met. [ME6211 : required, meet the requirements for :ODoes Not : . design capacity, control signal, . � . ventilation controls, high -limit shut-off :[]Not Observable: ':ONot Applicable � integrated economizer control, and . � provide a means to relieve excess I � I .outside air during operation. . . . I 1 1 High Impact Mer 1) 1.2fMeaiUm Impact Mer 2) 1 3 1 Low Impact Mer �3) Project Title: 118537 ZEPHYR STORAGE Report date: 12/18/18 Data filename: P-.\118\118537 Zephyr Commons SS Zephyrrhills FLU18537 COMCHECK.cck , _,&,-.-Mi--- � , " �, - ` " �' - � 11 � _=-r,- ;' - , - o �- , , i A1111000�� ,�4�,�� , gli - 7;�.,�,�-, 11,�l �.!.�, . I , E �, - � , AIM�Ml, _X�&_A_'1;'_1 - , _� �_,,� - , , �*,� ��,��-' ��"X -�',-_-,' � _ _, - - fr_ � '..'�%� `-, 1 _7 _ - � LP4. I- I � � i - -1 - __ -.1 I � , C403.2.4, Systems include optimum start . Ocomplies 'Requirement will be met. 2.3 1 controls. Onoes Not ; IF142r : ; � ,[]Not Observable I I ,ONot Applicable � C403.2,4. � Systems include optimum start ocomplies ;Requirement will be met. 2.3 1 : controls. '� []Does Not i lFM1r I � � I � ONot Observable; � IONct Applicable � r C403.2.4. ;Systems include optimum start 'Elcomplies � Requirement will be met, 2.3 . ! controls. 0Does Not � I tFMP � � : : : [INot Observable: . I � :ONot Applicable ;. C4032.4� ; Systems include optimum start Ekomplies Requirement will be met. 2.3 � controls. !ODoes Not ! IF141P � � I i ONot Observable; . i ONot Applicable !, CM12A. ; Systems Include optimum start : ElComplies ;Requirement will be met. 2.3 � controls. IlDoes Not � (FI41)3 ! � �,ONot Observable � i ; ONot Applicable ; C4012.4. ! � Systems include optimum start OCompilles I Requirement will be met. 2.3 ' controls. ElDoes Not i tFI42P : ! I �[]Not Observable: . : 13Not Applicable ,� - __� C408.2.1 Commissioning plan developed by �_ Complies ; (FI28]1 ! registered design professional or Not : . approved agency. IODoes bNot Observable' :�[]Not Applicable � C408.2.3. HVAC equipment has been tested to �[] � I Complies I 1 ensure proper operation. :ODoes Not I IF13111 L � �ONot Observable: I ONat Applicable , C408.2.3. , HVAC control systems have been OComplies i : 2 tested to ensure proper operation, Ibm Not : [FI10]1 , calibration and adjustment of controls. ONot Observable , � ONot Applicable . C408.2.3. : Economizers have been tested to I oComplies � 3 ensure proper operation. � 0Does Not : [FI3211 : : ,[]Not Observable 11 �ONotApplicable :, C408.2.4 : Preliminary commissioning report � Dcomplies : [FI2911 completed and certified by registered I ODoes Not design professional or approved : � � []Not Observable � agency- 1ONot Applicable � C408.2.S. 'Furnished HVAC as -built drawings ; �OComplies � � I , submitted within 90 days of system DDoes Not � [F17P- �acceptance. : ! � ,[]Not Observable � . : �ONot Applicable : C408.2.5. An air and/or hydronic system ElComplies � 3 :balancing report is provided for HVAC . IlDoes Not 11`14311 , systems. . I � . ,[]Not Observable t . � [Not Applicable � I - I 1 1 High Impact (Tier 1) 1 2 1 Medium Impact Mer 2) 1 3 ] Low Impact (Tier 3) - E*&_ - -*;�, -,% L,-_,-,�I-�.F�,`, v,�.-;,�. V,&-- -,w=C�_r - - -,- legk_l ,1 -1 - .1 I =�M ;,o �- ,��:,A," ,�&� ,7,�;;F!'�_-"_:,1 . _; - �, _ -, __g,�' .- - I _ I i , , , - , , .9 - - I . - k% - __ , -�, rr- - � r � , � , , , , � . � �� , ,I '0A � I - __ 1111111 - " ,";, � __ , � � , k �� C404,S, 'Heated water supply piping conforms ILIComplies ;Requirement will be met. C404.11, 'to pipe length and volume ODoes Not : C40�5�2 1, requirements. Refer to section details. ' : JeW i � 0Not Observable! I � :ONot Applicable � � � i � C494,S. � i Heated water supply piping conforms bcomplies : Exception: Requirement does not apply. C404;,5.1,, � to pipe length and volume DDoes Nat I I r C404.5.2 ! requirements. Refer to section details. � [PL6P : .oNot Observable ! I 'ONot Applicable � I I : � � I I C404.5,: ' Heated water supply piping conforms DComplies Exception: Requirement does not apply. C404.5.1, � to pipe length and volume ElDoes Not ! C404.5.2 ! requirements. Refer to section details. ' �oNot Observable i lPL6P ; ! . EINot Applicable �� I I I � I I C4".5, i Heated water supply piping conforms �13Complies . Requirement will be met. C464.5.1, � to pipe length and volume OlDoes Not � C404-5. ,: requirements. Refer to section details. : ! (PI.613 2, � :E3Not Observable � � �ONot Applicable � I � � � I I I L I ; C40C , S. ,,, � Heated water supply piping conforms ocomplies � Exception: Requirement does not apply. C404.5.1. :to pipe length and volume �13Does Not ! C404.S.2 � requirements. Refer to section details. � � (PLISP � EINot Observable � I �ONot Applicable � ; � � I I . C404.5, ", Heated water supply piping conforms �13Complies � Exception, Requirement does not apply. C404.S.I. 'to pipe length and volume TIDoes Not � C404.5.2 ; requirements. Refer to section details. . ! (PL6P ' !ONot Observable 1� : ONot Applicable � . � I C404.5, � Heated water supply piping conforms ElComplies ; 040CS.2, � to pipe length and volume ElDoes Not , Exception: Requirement does not apply. I . ! C4044i.2 � requirements. Refer to section details. : ONot Observable � IPL613 � � I . . ONot Applicable '� � : I I Z I - C404Z. � . � Heated water supply piping conforms :E]Complies � Exception: Requirement does not apply. � C404.S.L !to pipe length and volume 0Does Not � C4043.2 � requirements. Refer to section details. : : mor �, � []Not Observable � I - I ONct Applicable : � I � � I . t C404.5, � Heated water supply piping conforms ocomplies ! Exception: Requirement does not apply. C404,51, i to pipe length and volume ;DDoes Not i C404.5.2 � requirements. Refer to section details. � � IPL6p : �oNot Observable � : ONotApplicable ' � i C404XL3 - ! Pumps that circulate water between a DComplies � Exception: Requirement does not apply. IPL713 : heater and storage tank have controls � []Does Not ! i !that limit operation from startup to � L r <= 5 minutes after end of heating !ONot Observable j le. [INotApplicabie � C404.6.3 1 Pumps that circulate water between . a TIComplies ! Exception: Requirement does not apply. (PL1111 : heater and storage tank have controls �ODoes Not ! that limit operation from startup to � � . � �[]Not Observable L : <- 5 minutes after end of heating � j cycle. EINot Applicable � I 1 1 High Impact (Tier 1) 1 2 1 Medium Impact Mer 2) 1 3 1 Low Impact (Tier 3) 1 Project Title: 118537 ZEPHYR STORAGE Report date: 12/10/18 Data filename: P:U181118537 Zephyr Commons SS Zephyrhifis FL\118537 COMCHECK.cck Page 5 of 18 11 il li-,g .1�11t,�,;14 I! ".',T -0 '10111 I-— -, " � I �� I --. , , , d �. ,� 1 11 11 -�,�IV.,��,��,�,�i'�'I'l.,��'i'Lil��,�� il�'Ilil,��ii I , ; RP@13 b b� ,,ffi R �,;t,01' !ile-, �N� ,M- � N" " , �; 4**!,�tiw '"1101"I I'm, � ;rA F44 . WIMITURIEW �F ffilt ii olt - ; multiple zone VAV systems with DOC � "plies � Exception: Requirement does not apply. 6 � of individual zone boxes have static xm Not � (ME11,0F � pressure setpoint reset co .... .... ONot Observable: -ee the Mechanical Systems list for values. I ; I I ; I �ONot Applicable � r C403A.4. ,. Multiple zone VAV systems with DOC � ElComplies , Exception: Requirement does not apply. ' ; 6 I of individual zone boxes have static I :[]Does Not I J110110P � pressure setpoint reset controls. : . i : Ise tliee Mechanical System list for values. ONot Observable: V I I : � :ONot Applicable : - � C403.4.4. '. Multiple zone VAV systems with DOC �EICDmplies .Exception: Requirement does not apply. I 6 , of individual zone boxes have static 1 0Does Not tME110P : pressure setpoint reset controls. I : . See the Mechanical Systems list for values. ONot Observable i, � . 0Not Applicable � C403A4. I Multiple zone VAV systems with DOC ;[] I : Complies � Exception: Requirement does not apply. I 6 4 of Individual zone boxes have static I �oDoes Not : IME110,11i : pressure setpoint reset controls. � � " hies �oNot Observable:-'ee the Mechamcalsystems listforva � � � � ONot Applicable ! C403.4.4� : Multiple zone VAV systems with DDC 0 � , Complies � Exception. Requirement does not apply. 6 'of individual zone boxes have static � 0DoeS Not ; (MEI,101& :, pressure setpoint reset controls. : � ! See the Mechanical Systems list for values� �:ONot Observable I � I ONotApplicable � C403.4-A, - Multiple zone VAV systems with DOC � BC plies � Exception: Requirement does not apply. 1 6 � of individual zone boxes have static 0D= Not IME114P � pressure setpoint reset controls. � I I I -able � See the Mechanical Systems list for values. ONotobsery I ; ONot Applicable '� C40 '4.4. ' Multiple zone VAV systems with DOC � OComplies L Exception: Requirement does not apply. 6 ; of individual zone boxes have static 1 TIDoes Not ! (1149110ja � pressure setpoint reset controls. I � ONot Observable � See the Mechanical Systems list for values. I ! :0Not Applicable L C403.4.4� � Multiple zone VAV systems with DOC UComplles � Exception: Requirement does not apply. 61 - I I of individual zone boxes have static I 0Does No i t IME110f , pressure setpoint reset controls. I � � see the Mechanical Systernslist for values. 'ONot Observable i : � . � I I I ONot Applicable , I . C403.4.4. ,7 Multiple zone VAV systems with DOC � : OComplles ; Exception: Requirement does not apply. 6 of individual zone boxes have static ODoes Not I IMIE11013 *c pressure setpoint reset controls. : I � - See the Mechanical Systems list for values. �ONot Observable: I ; �ONot Applicable ' C408.2.2. � Air outlets and zone terminal devices OComplies : Requirement will be met. I I have means for air balancing. ODoes Not : IMB313 � : � I �oNot Observable! � . : I ;ONot Applicable ': . C403.5, ', Refrigerated display cases, walk-in I Elcomplies ; Exception, Requirement does not apply. CA"5.1, � coolers or walk-in freezers served by 0Does Not � I C4015.2 1 remote compressors and remote I � � ONot Observable', INE123P i condensers not located in a :condensing unit, have fan -powered � ONot Applicable ! i - ! ; condensers that comply with Sections �, � I :C403.5.1 and refrigeration compressor! i ! systems that comply with C403.5.2.. � � C403.5.3 � Condensing coils Installed In cool air I ElComplies; � Requirement will be met. IME124P -1 stream of another air-conditioning , , �ODoes Not I ' ; j unit. The condensing coil of one air- :conclitioning unit shall not be installed ![]Not Observable: : in the cool air stream of another air- 13NOtApplicable . � � conditioning unit. � I 1 1 High Impact Mer 1) 1,2 ]Medium Impact Mer 2) - I Low Impact Mer 3) I I � -��_:.- -, -, -�N� _�'. " - t .-*- , e �, k_i _,_�.q�c`,,_ ��r�y ,�-",;,t�;RZ,� I - " , - I 1� , __ �A7, " , . � � _� ,�,Z,��.D�;�,_-,. � - I ,- �� I ----- ... �� _�, P-1 : �! , __ F - A ''. ,--,-., ��_ ,-g -� , -.� , - , ` E � t��, , , " Z -, , - � ��K �g4dgQgq�v n. '.. ,,� , �" , - �' '� , " - �-,�,W.---A , r, �""", � -"-, �_ ��_�, � ,, ", . - , ��, �t ,,� �w - � , . � "' . _�_ -11, " __1 ,�, 11i,,_,1_1_ 4- &� - , I - � � 0 , , " i :11_14�_ � I ' 11 I I RM �, .- -- . I I ", _�_ 'I" 7t7 LZ Pumps that circulate water between a ;L[Complies ; Exception: Requirement does not apply. 1 J3 ; heater and storage tank have controls OlDoes Not : � � ; I I : - 7 ,that limit operation from startup to iElNot Observable I , .1 <- 5 minutes after end of heating 11, ; !0Not Applicable 1 . 1 cycle. I � CW.63 - i Pumps that circulate water between a !E]Ccimplies � Exception: Requirement does not apply. Im-11 ' - I heater and storage tank have controls ;ODoes i Not ! � I � ;that limit operation from startup to � � I . I<= 5 minutes after end of heating ;ONot Observable � '� . I ! cycle. :E]Not Applicable : I - C404A.3, � Pumps that circulate water between a iOComplies i " , Exception: Requirement does not apply. I[PUP - � heater and storage tank have controls ]ODoes Not � . I that limit operation from startup to ! ! .<= Observable! I 5 minutes after end of heating �Olklolt I : cycle. ;ONot Applicable � - C404.6.1 : Pumps that circulate water between a 10Complies � Exception: Requirement does not apply. IPL713 I heater and storage tank have controls ,ODoes Not � I . . ; that limit operation from startup to . � I . :0Not Observable � : I : <= 5 minutes after end of heating 'ONot Applicable � . � ; cycle. ; I , I CA04;6.1 I Pumps that circulate water between a 13complies � Exception: Requirement does not apply. WIP � 1 heater and storage tank have controls 1ODoes Not � I � I :� ': : 1 that limit operation from startup to : : � � ;ONot Observable: I I ; <_ 5 minutes after end of heating :ONot Applicable � I - I ! cycle. . I � til*0 �.,: Pumps that circulate water between a �Ocomplies � Exception. Requirement does not apply. " 'heater and storage tank have controls Not � ,UDoes I - . � I I � that limit operation from startup to : I I I � Observable � I ! <- 5 minutes after end of heating ,[]Not � I : cycle. ONot Applicable � . C404,63 : Pumps that circulate water between a bComplies 'Exception: Requirement does not apply. , IPUP ;:heater and storage tank have controls ,OlDoes Not : I :that limit operation from startup to . : I - ; <= 5 minutes after end of heating :DNot Observable' I !ONot Applicable : I � cycle. I i G40_4 7 I Water distribution system that pumps :OComplies � Exception: Requirement does not apply. � [PLOP I water from a heated -water supply 0Does Not � . � I L , pipe back to the heated -water source :[3NOt Observable � : ; through a cold -water supply pipe is a , I : , i demand recirculation water system. jONot Applicable : � . I I , !Pumps within this system have : I I I I � , I I , � � � i : -, � ,controls that start the pump upon I � I I �,� � - ' !receiving a signal from the action of a � I : I - � user of a fixture or appliance and � � � I , I � � � limits the temperature of the water ; � I � entering the cold -water piping to : ! : ! I � :104*F. I I i - � Water distribution system that pumps :Ocomplies � Exceptiom Requirement does not apply. C404 !_� , IFLIP 1 water from a heated -water supply TIDoes Not ! ' I I I ; pipe back to the heated -water source UNot Observable! : I through a cold -water supply pipe is a I I ; demand recirculation water system. ONot Applicable � � � I ; Pumps within this system have � I I � : : controls that start the pump upon ! I , . I - : ! - : receiving a signal from the action of a ; - � , user of a nxture or appliance and : ! I - : limits the temperature of the water � � - : , I In '7 the cold -water piping to � i I 1 1 Ot4t'F � � I I I -------] I 1 1 High Impact (Tier 1) 1 2 ]Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title; 118537 ZEPHYR STORAGE Report date: 12/18/18 Data filename: P:U18k118537 Zephyr Commons SS Zephyrhills FL%118537 COMCHECK.cck Page 6 of 18 Additional Comments/Assumptions: I I I High Impact (Tier 1) .2 1 Medium Impact Mer 2) 1 3 1 Low Impact (Ter 3) Project Title; 118537 ZEPHYR STORAGE Report date: 12/18/18 Project Title: 118537 ZEPHYR STORAGE Report date; 12118/18 Data filenarne; PAUSU18537 Zephyr Commons SS Zephyrhills FU118537 COMCHECK.cck 1 Datafilename. PA118\118537 Zephyr Commons SS Zephyrhills FL\118537 COMCHECK.cck �11� , , " Z� i,�,�-,'I� �,� , ; -, `��T� 1_1��__.1_111_%7",�U, -, kk 7NOWE .1 , - " I I - �'W-j'f,`�' - �5� �_'?�_.� _V1 4&"11� r,,� I , , v . 1, -1 '11210A � � ", !,... - � - -408.2.5. � Final commissioning report due to :OComplies : I building owner within 90 days of �ODoes Not I 1`13011 receipt of certificate of occupancy. � � []Not Observable, , :ONot Applicable � . - Additional Comments/Assumptions: I I I High Impact (Tier 1) I 1 I Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Report date: 12/18/18 Project Title: 118537 ZEPHYR STORAGE Report date; 12/18/18 Project Title: 118537 ZEPHYR STORAGE Report date: 12/18/18 Project Title; 118537 ZEPHYR STORAGE Report date: 12/18/18 1 Data filename: P:k11S\118537 Zephyr Commons SS Zephyrhills FLU18537 COMCHECK.cck 1 Data filename; PA118\118537 Zephyr Commons SS Zephyrhills FLX118537 COMCHECK.cck 1 Datafilename: P;\118\118537 Zephyr Commons SS Zephyrhilis FL\118537 COMCHECK-cck ,,\\\, P. 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I � I I: A - U W I 6 01 1111! � 'A I �_ 9 U t 6 011-1 I M I �Iu- , 1W I P, I I I , 5(5 . ISSUE: FOR CONSTRUCTION I I REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 1 1 SHEET NUMBER M004 GENERAL NOTE5 A. EACH 5UPFLY DIFFU5ERfREGI5TEK RUNOUT 5HALL BE PROVIDED WITH A VOWN REFER. TO THE DIFFU5EK TAKE -OFF DETAIL FOP, ADDITIONAL INFORMATION. 5. DRAWING5 ARE DIAGRAMMATIC ONLY, FINAL ROUTING OF DUCTWORK AND EQ LOCATION5 5HALL BE DETERMINED IN THE FIELD. ADDITIONAL OFF5Er5. ELB(N 5HALL BE PROVIDED AND 1145TALLED WITHOUT ADDITIONAL C05T TO THE OWNI C. COORDINATE LOUVER LOCA'nON5 WTTH ARcHnW"URAL ELEVATION5. D. 5TORAGE FCUs 5HALL BE HELD A5 HIGH A5 1`0550I.E. BOTTOM OF DUCr 5HA MINIMUM &-W ABOVE MN15HED FlOOR. KEYNOTE5 (:D LINED RETURN AIR, PLENUM FULL WE OF UNrr CONNwnoN. COVER OPEN EN ME5H 5CREEN. CONDENWE R15EK 1. REFER. TO CONDwrwr R15M I DETAIL ON 5HEET MC CONDEN5ATE RJ5EK 2. Rffm To coNDEN5ATE RZER. 2 DETAIL ON 5HEET MC CONDEN5ATE R15ER 3. REFER. TO CONDENWE R15EK 3 DETAIL ON 5HEET MC Ducr DowN FROM ftOOK ABOVE. PROVIDE FIRE DAMPER AT 5LAB FENETRAT PHASE 11 PHASE 11 CORRIDOR EXTENSIO� LOW lqr] FIRST FLOOR PLAN - BLDG A M] P Kr*, 4, VICEMS,, Ar No. 70199 V F I RIO' L(D �AL PROFICIENT E N G I N E E R I N G 6991 Peachtree Industrial Blvd Building 700 Peachtree Comers, GeMia =2 404.330.9798 PROJECT#11&537 FL COA #28783 wLIL:" U') I r Ir u- (D W 1w c� z < L, '0y- 'n, Z> E" V) CL LU < ww -U) W LL 'w '-00 U xz w < 0 CL cr 1j 0 9 Cy- L LU C� < z w Z' z LL- Cif 0 �— 0 2� v) U 0 U cwh MU IWL 00� --D) w W :02) :5 :5 - LL U F-- 1'w'-L8L06"W"Mt 0 0 w cr w 3 Oz L'L --,i . 5 CiL 'Zo '0'� w cif CL F-- z < E < LLI ff w U z U) 0- w < w LU < LLI E �-- E 3: 0 (1) bj) 03 ;-4 0 7� 0 0 0 C) U '�;' 0 P-4 U U1 ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 [SHEET NUMBER M 101 M SCALE: 1/8"=V-0" A. EACH SUPPLY DIFFU5EIWGI5TEK RUNOUT 5HALL BE PROVIDED WYTH A VOLUME DAMPER. RFFM TO THE DIFFUSER. TAKE -OFF DETAIL FOR ADDITIONAL INFORMATION. 5. DRAWING5 ARE DIAGKAMMA71C ONLY. RNAL ROUTING OF DUCTWORK AND EQUIPMENT LOCATIONS SHALL BE DETERMINED IN THE FIELD. ADDITIONAL OFF5ET5. ELBOWS. ETC. SHALL BE PROVIDED AND INSTALLED WTTHOUT' ADDMONAL C05T TO THE OWNER. C. COORDINATE LOWER, LOCATIONS WITH ARCHITECTURAL ELEVATIONS. D. STORAGE I'CU5 SHALL BE HELD AS HIGH AS POSSIBLE. BOTTOM OF DUCT SHALL BE MINIMUM &-W ABOVE FINISHED FLOOR. KtYNOTE5 LINED RETURN AIR PLENUM FULL SIZE OF UNrr CONNEcnoN. COVER OPEN END W1TH WIRE MESH SCREEN. CONDWATE R15ER 1. REFM TO CONDENSATE RISER. I DETAIL ON SHEET MO.3. CONDENSATE R15ER 2. REFER TO CONDENSATE R15ER 2 DETAIL ON SHEET MO.3. CONDENSATE R15ER 3. REFER, TO CONDENSATE R15ER 3 DETAIL ON SHEET MOZ. DUCT DOWN TO RMK 5EL(W L —0 — — G G — — — —1 z SECOND FLOOR PLAN BLDG A �SCAL�E:1//8`"`=�V�—O" M E9 U-11 X-j 1 CENSC 61% No. 0199 FLORID ( le 'wk 51-0 4 19 PROFICIENT E N G I N E E R I N G 6991 Peadgm Inclusbrial Blvd Building 700 Peachbw Cmers, Ceapia 30092 49.3M.9798 PROJECT# 11 W7 FL COA #28783 Uj 'U) 0� LU 'D Uj 0 0� zm zo L < LU 0 -1 LU < z U cn >- Uj U- Uj Uj '- = < co of < LIJ z < LU co Uj 0 LL I,- Nor Z' Ly C, F-- 2� < D < m IL t E of LLJ c') 0'ZD0 0 Q — < 0 F1 -) z z D) LLJ UZ, Iz- Ir z IV- il- U) C) 0 0 0 L'i LL- Z 10- E, U 0z ffi 0 Wo- -mffi::)Uzz�-zw W Lij CL 01 z Lu U) ::) Lp Ljj uj Of L) U) 0 ) fy- LU Of 7) ::) - LL Z < G� I-- U �- < LU �-- 0 �- o LLJ co — Z U) (rcL(-)c)Uc�UmLL-j =<Z 0 0 Lij cr LLJ LU Z LL- -J C� U CL 0 LU ch F-- a- Q'- z < < LU Of LLJ U z 0- — LLJ < < CY U) = cy CL LU < L11 E W LU U U LU �- 2: E LLI a: ly- LL [If of < z LU = �- < m < a- Z�) 0 0 �7- > F-- (1) lci 0 0 U PLO U U 1A I I ISSUE: FOR CONSTRUCTION I I PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER M1,02 LEGEND COLD WATER PIPE HOT WATER PIPE HOT WATER RET URN PIPE fw- FILTERED WATER PIPE f FIRE SPRINKLER PIPE G NATURAL GAS PIPE 5- SANITARY PIPE -GW- GREASE WASTE PIPE Ow- OIL WASTE PIPE E5T- EMERGENCY STORM PIPE 5T- STORM PIPE - - - - - - - - VENT PIPE 0- PIPE UP/ PIPE DOWN PIPE TEE FROM TOP / TEE FROM 50TTOM PIPE CAP / PIPE CONTINUATION DIRECTIONAL FLOW ARROW BALL VALVE CHECK VALVE MIXING VALVE / PRESSURE REDUCING VALVE BACKFLOW PREVENTER ASSEMBLY 0-3- WALL HYDRANT / H05E 5113B FLOOR DRAIN / f LOOP, SINK WATER HAMMER ARRESTOR b--- GAS COCK/ GAS 50LENOI D VALVE oc P-TRAP HU13 DRAIN TRAP PRIMER f LOOK CLEANOUT GRADE Cl FANOUT (9 VENT THROUGH ROOF +-0 PIPE CLEANOUT / WALL CLEANOUT CONNECTION TO EXISTING ABBREVIATION5 AAV AIR ADMITTANCE VALVE HWPI HOT WATER RET URN A/C A13OVE CEILING IMB ICE MACHINE BOX Alf ABOVE f LOOP, IE INVERT ELEVATION Aff, AfG A13OVE FINISHED fLOOR/GRADE L, LAV LAVATORY 5/f 13ELOW f LOOP, MBH 1000 I5TU/Hpl I5fP BACKfLOW 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 P RV PRESSURE REDUCING VALVE DN DOWN PIP RECIRCULATION PUMP ET EXPANSION TANK S,SAN SANITARY EWC ELECTRIC WATER COO] FR 5H SHOWER ex. EX15TING 5K SINK fco f LOOP, CLEANOUT TP TRAP PRIMER FD f LOOP, DRAI N TYP TYPICAL fHI3 fREEZEPROOf H05E BIBB U R URINAL fS fLOOK5INK V VENT fWH fREEZEPROOf WALL HYDRANT VTpI VENT THROUGH ROOF GCO GRADE CLEANOUT WC WATER CL05ET GI GREASE INTERCEPTOR W.C. WATER COLUMN H13 H05E 1311313 WCO WALL CLEANOUT HD HUB DRAIN WHA WATER HAMMER ARRESTER HW HOT WATER WMB WASHING MACHINE 13OX 5FECIfICATION5 GENERAL ALL WORK SHALL COMPLY WITH ALL STATE, CITY AND LOCAL CODES, RUI F5 AND REGULATIONS. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND INSPECTIONS ASSOCIATED WITH THIS WORK, AND SHALL PAY ALL COSTS AND FEES INVOLVED. ALL WORK SHALL BE INSTAH ED IN ACCORDANCE WITH THE BEST RECOGNIZED PRACTICE IN THE FIELD CONCERNED. MANUFACTURED ITEMS SHALL 15E INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURE R!5 PRINTED DIRECTIONS, SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS AND SHALL BE FAMILIAR WITH THE SCOPE AND REQUIREMENTS Of THIS PROJECT. ANY DISCREPANCIES OR LACK Of CLARITY IN THE DOCUMENTS SHALL BE IDENTIf IED TO THE ARCHITECT OR ENGINEER PRIOR TO THE SUBMISSION Of PRICING BIDS. WITH A SUBMITTED BID, CONTRACTOR 15 ACCEPTING THESE DOCUMENTS AS 5Uff ICIENT DFf INITION Of THE SCOPE Of WORK, AND ANY ADDITIONAL COSTS 13ASED ON UNCLARITY Of CONTRACT DOCUMENTS WILL NOT BE CONSIDERED. CONTRACTOR SHALL VERIFY ALL DIMEN51ONS AND LOCATIONS FOR EQUIPMENT INSTALLATION PRIOR TO THE SU13MITTAL Of SHOP DRAWINGS. ALL EQUIPMENT AND DEVICES SHALL BE INSTALLED SUCH THAT THEY ARE EA51LY ACCES5113LE AND SERVICABLE. TH15 EQUIPMENT INCLUDES, 13UT 15 NOT LIMITED TO: PLUMBING IF IXTURES, WATER HEATERS, EXPAN51ON TANKS, PUMP5,BACKfLOW` PREVENTER5, VALVES, MIXING VALVES, THERMOMETERS, GAUGES, TRAP PRIMERS AND CLEANOUT5. THE CONTRACTOR 15 RESPONSIBLE FOR REVIEWING THE FULL SET Of CONSTRUCTION DOCUMENTS, INCLUDING ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL * ELECTRICAL DRAWINGS (AS APPLICABLE) TO ENSURE ALL FLUM13ING WORK 15 COORDINATED WITH PHY51CAL CONDITIONS AND ALL OTHER TRADES. THE CONTRACTOR 15 RE5PONS113I F fOR REVIEWING THE ARCHITECTURAL DRAWINGS TO ENSURE THERE 15 ADEQUATE WALL THICKNESS SUCH THAT ALL PIPING, f IXTURE CARRIERS, WALL CLEANOUT5, WALL BOXES, WALL HYDRANTS AND ACCESS PANELS WILL FIT IN THE WALL SPACE. CONTRACTOR SHALL NOTIFY THE ARCHITECT If WALL SPACE 15 INADEQUATE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL 013TAIN EXACT WALL, FIXTURE, AND LAYOUT DIMENSIONS FROM THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR 15 RESPONSIBLE FOR 05TAINING ROUGH -IN AND INSTALLATION DRAWINGS FOP, ALL PLUM51NG f IXTURfS, KITCHEN EQUIPMENT AND OWNER FURNISHED EQUIPMENT (AS APPLICABLE), AND SHALL COORDINATE THE FLUM51NG INSTALLATION PRIOR TO COMMENCING THE WORK. THE CONTRACTOR 15 RE5PON5IBLE FOR PROVIDING AND INSTALLING ALL NECESSARY VALVES, CONNECTIONS, TRAPS, ACCE55 PANELS, UNIONS, ESCUTCHEONS, WATER HAMMER ARRESTORS, VACUUM BREAKERS, RELIEF VALVES, PIPE INSULATION, AND EQUIPMENT SPECIALTY DEVICES AS REQUIRED TO FACILITATE COMPLETE AND OPERATIONAL CONDITIONS WHICH ARE IN STRICT COMPLIANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. THESE DRAWINGS ARE DIAGRAMMATIC AND DO NOT REFLECT ALL P055113LE PHYSICAL CONDITIONS. RffEplTO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND EXACT LOCATIONS Of EQUIPMENT AND NXTURE5. PROVIDE NECESSARY PIPING OFFSETS TO COORDINATE WITH THE BUILDING 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 FURCHA51NG EQUIPMENT. UNLE55 NOTED OTHERWISE, ALL DRAINAGE PIPING SHALL BE SLOPED AT A MINIMUM OfY5" PEP, FOOT. 2" SANITARY PIPING AND ALL GREASE WASTE PIPING SHALL 13E SLOPED AT/4" PER FOOT. DOMESTIC WATER PIPING SHALL BE PURGED Of DELETERIOUS MATTER AND D15INFECTED PRIOR TO UTILIZATION. PIPING TO BE FLUSHED AND STERILIZED IN ACCORDANCE WITH IPC G 10. 1 AND ALL APPLICABLE 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 FREEZING WITHIN WALK-IN FREEZERS SHALL BE INSULATED AND PROVIDED WITH HEAT TRACE. PIPING INSTALLED IN EXTERIOR WALLS SHALL 13E WRAPPED IN PIPE INSULATION AND BE LOCATED ON THE INTERIOR SIDE Of THE 13UILDING INSULATION. PIPE PENETRATIONS THROUGH FIRE RATED WALLS OR FLOORS SHALL HAVE EQUIVALENTLY RATED SLEEVES AND SHALL BE SEALED AND FIRE CAULKED WITH A Ul. L15TED FIRE STOPPING SYSTEM INSTALLED IN ACCORDANCE WITH THE MANUfACTUREKS L15TED DETAILS AND SPECIFICATIONS. THE CONTRACTOR 15 RESPONSIBI F 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). REPORT ANY OBSERVED DISCREPANCIES TO THE ARCH ITECT OR ENGINff R PRIOR TO COMMENCING WITH THE WORK. CONTRACTOR SHALL CONf IRM PLUME51NG f IXTURE f INI5HE5 WITH THE ARCHITECTURAL SCHEDULES * DETAILS (AS APPLICABLE). SUBMITTALS FURNISH SHOP DRAWINGS FOR MANUFACTURED PRODUCTS. ALL ITEMS SHALL BE CLEARLY MARKED TO MATCH EQUIPMENT MARKS ON THE PLUM51NG DRAWINGS. ALL OPTIONS MUST BE CLEARLY MARKED ON THE SUBMITTAL SHEET. A MODEL NUMBER LISTING ON A COVER SHEET 15 NOT AN ACCEPTABLE SUBSTITUTE FOR 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 El ECTRONIC PDf FORMAT. SEPARATE 5U5MFTTAL5 FOR FIXTURES AND EQUIPMENT 15 NOT ACCEPTABLE. SUBMITTAL REVIEW 15 CONSIDERED A GENERAL ACCEPTANCE Of THE BA51C APPUCA131LITY Of THE EQUIPMENT. CONTRACTOR 15 RESPONSIBLE FOR THE INSTALLATION AND/OR ALTERNATE ARRANGEMENT Of THE EQUIPMENT WITHIN A GIVEN SPACE. WHEN 5UI55TITUTED EQUIPMENT 15 INSTALLED, CONTRACTOR SHALL 13E RESPONSIBLE FOR ANY COORDINATION OR ADDITIONAL C05T BROUGHT ON BY THE USE Of TH15 EQUIPMENT. HANGERS AND SUPPORTS HANGER5 SHALL BE COMPLETE WITH RODS AND SUPPORTS PROPORTIONED TO THE SIZE Of PIPE TO BE SUPPORTED, IN ACCORDANCE WITH THE MANUFACTURER5 RECOMMENDATIONS. 51ZE HANGERS FOR INSULATED PIPING TO BEAR ON OUT51DE Of INSULATION. PROVIDE INSULATION PROTECTORS AT HANGERS BEARING ON THE OUTSIDE Of INSULATION. PROVIDE A RIGID INSERT OR RIGID INSULATION AT EACH INSULATION PROTECTOR. WHERE SEVERAL PIPES 2,112" AND SMALLER RUN PARAI I FL AND IN THE SAME PLANE, THEY MAY 13E SUPPORTED ON GANG OR MULTIPLE HANGERS. LARGER PIPING SHALL BE INDEPENDENTLY HUNG, RUN PARALI FL AND BE EQUALLY SPACED. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH IPC SECTION 308, AND SPACING Of HANGERS 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 BE SUPPORTED FROM THE WALL BY MEANS Of A PIPE CLAMP. SUPPORT DOMESTIC WATER PIPING IN SPACES BEHIND PLUMBING FIXTURES 13Y BRACKETS AND U-5OLT5 SECURED TO WASTE AND VENT STACKS. SIZE U-BOLTS TO 13EAR ON THE PIPING. AFTER HANGER RODS ARE INSTALLED IN f IN15HED CONCRETE CEILING, FILL THE RE MAINING OPENING WITH CEMENT 50 THAT NO HOLE 5HOW5 AT THE CEILING. WHERE COPPER PIPING 15 USED, NONFERROUS METAL 5UPPORT(S) OR PROPER 150LATION BETWEEN DISSIMILAR MATERIALS SHALL BE PROVIDED. PIPE HANGERS AND SUPPORTS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH RECOMMENDATIONS SET FORTH IN MANUfACTUREK5 STANDARDIZATION 50CIETY STANDARD PRACTICES NO. SP-G9 AND 5P-58. SLEEVES 51 FEVE5 SHALL 13E PROVIDED WHERE PIPES PA55 THROUGH WALLS, I'LOOR-9 AND ROOFS. PROVIDE STANDARD WEIGHT STEEL 5LEEVE5 IN CONCRETE AND MASONRY CONSTRUCTION, PROVIDE 2GGA GALVANIZED SHEET METAL 5LEFVE5 IN INTERIOR DRYWALL CONSTRUCTION. SLEEVES SHALL 13E THE FULL THICKNESS Of WALLS AND SHALL ALLOW fOR THE FULL THICKNESS Of PIPE INSULATION, WHERE APPLICABLE. SLEEVES MAY BE OMITTED WHEN OPENINGS ARE CORE DKILLED FOR CONCEALED VERTICAL AND HORIZONTAL PIPING. SLEEVES ARE NOT REQUIRED AT INDIVIDUAL PLUMBING f IXTURE5 OR IN CONCRETE FLOOR 5LA55 ON GRADE, UNLESS OTHERW15E NOTED. SLEEVES FOR ALL PIPING PENfTRATING f IRE RATE[) WALLS AND FLOORS SHALL BE PROVIDE D WITH 3M PIPE BARRIER NO. CF-25 FIRE PROOF ING CAULKING, OR EQUAL, IN ANNULAR SPACE BETWEEN SLEEVE AND PIPING. CONTRACTOR SHALL VERIFY THE RATING Of THE WALL AND CONf IRM THE PENETRATION PROTECTION PROVIDED MEETS THAT RATING. PENETRATIONS THROUGH OUTSIDE WALLS SHALL 13E WATERTIGHT. CAULK BETWEEN FLUM13ING PIPE AND SLEEVE. PACK WITH f IBERGLA55 AND CAULK, I DEEP AT EACH FACE WITH NON -HARDENING SEALANT BETWEEN PIPE AND SLEEVE. 5FECIfICATION5 WASTE AND VENT PIPING SYSTEMS AND ACCESSORIES SANITARY PIPING SHALL BE PVC SCHEDUI F 40 SOLID WALL PIPE AND DWV fFTTING SYSTEM. PIPE AND FITTINGS SHALL 13E MANUFACTURE D f ROM PVC COMPOUND WITH A CELL CLASS OF 12454 PEP, A5TM D- 1784 AND CONFORM WITH NATIONAL SANITATION FOUNDATION (N5f) STANDARD 14. PIPE SHALL BE RON PIPE SIZE (IFS) CONFORMING TO A5TM D- 1765 AND ASTM D-2GG5. INJECTION MOLDED FITTINGS SHALL CONfORMTOA5TMD-2GG5. fAI3RI CATED f ITTI NG5 SHALL CON FORM TO ASTM f- I 8GG. 5OLVENTCEMENT5 SHALL CONfORM TO A5TM D-25G4. PRIMER SHALL CONFORM TO A5TM f-G5G. BURIED PIPE SHALL CONFORM TO ASTM D-232 1. WASTE AND VENT PIPING SHALL 13E 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 TH ROUGH ROOF SHALL 13E LOCATED AT LEAST 10'-0" AWAY FROM ANY Al R I NTAKE, EVAPORATIVE COOLER, OR ANY OTHER DEVICE THAT WOULD DRAW AIR FROM THE VENT. fLA5HAROUNDALLPIPE5 PENETRATING THROUGH ROOF WITH STANDARD MANUFACTURED fLA5HING5. FLASHING SHALL BE SHEET METAL WITH RUBBER GASKETS AND SHALL EXTEND INTO ROOFING AND UP PIPE DISTANCES IN ACCORDANCE WITH THE LOCAL CODE. NO DOU13LE COM13INATION FITTINGS MAY BE UTILIZED IN THE HORIZONTAL. WHERE TWO HORIZONTAL PIPES (BACK-TO-BACK WATER CLOSETS OR TWO SANITARY BRANCHES) COMBINE IN THE VERTICAL, A DOUBLE COMBI NATION WYE EIGHTH 13EN D f ITTI NG 5HALL BE I N5TALLED. DOUBLE SAN ITARY TEE OR SANITARY CROSS 15 NOT ACCEPTA151 F. WHERE DRAWINGS RE QUIRE CONNECTION TO EX15TING SANITARY SEWER PIPING IN BUILDING, IT 15 THE CONTRACTOR5 RESPONSIBILITY TO f IELD DETERMINE EXACT LOCATION, DEPTH AND DIRECTION Of FLOW PRIOR TO COMMENCING WORK. PROVIDE SCOPING Of 13ELOW FLOOR PIPING AS NECE55AKYTO GATHEPITH15 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 ACCESSORIES WATER PIPING ABOVE SLAB: TYPEV HARD DRAWN COPPER TUBING, ASTM 1388, WROUGHT SOLDER JOINTS, AN51 B I G.22. WATER PIPING 13ELOW SLAB: TYPE'K SOFT DRAWN COPPER TUBING, WITH NO JOINTS 13ELOW SLAB, ASTM 1358. ALL DOMESTIC HOT WATER PIPING SHALL HAVE A MINIMUM PRESSURE RATING Of I 0OP51 AT I 500f. DOMESTIC WATER PIPING SHALL BE TESTED IN ACCORDANCE WITH ALL GOVERNING CODES. PIPING SHALL BE PURGED Of DELETERIOUS MATTER AND DISINFECTED PRIOR TO UTILIZATION. PIPING TO 13E FLUSHED AND STERILIZED IN ACCORDANCE WITH IPC G 10. 1 AND ALL APPLICABLE LOCAL AND STATE HEALTH DEPARTMENT STANDARDS. BALL VALVES SHALL BE TWO-PIECE BRONZE BODY, LARGE PORT WITH SOLID, SMOOTH 13ORE CHROME PLATED BRASS BALL. SEATS SHALL 13E REINFORCED TfE WITH TEFLON PACKING PIING AND THREADED ADJUSTABLE PACKING NUT. PROVIDE STEM EXTENSION AS NEEDED TO PROVIDE HANDLE ON OUT51DE Of PIPE INSULATION. VALVES SHALL BE APOLLO 70 OR EQUAL. BACKILOW PREVENTERS SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS FOR EASE Of TESTING AND SERVICING. FOR BACKf LOW PREVENTER5 WITH VENT CONNECTIONS, ROUTE VENT LINE TO NEAREST DMN AND DISCHARGE WITH AIR GAP. 5ACKfLOW PREVENTER.5 SHALL 13E TESTED IN ACCORDANCE WITH IPC 312.10.2. CONTRACTOR SHALL PROVIDE CERTIFICATIONS THAT STATE DEVICES HAVE BEEN TESTED AND APPROVED. THERMOMETERS SHALL BE 9" ADJUSTABLE ANGLE, 300-180of RANGE (TRERJCf BX9 OR EQUAL). PRESSURE GAUGES SHALL 13E MY DIAL SIZE, 0- 1 GOP51 (TREKICE GOOCE, OR EQUAL). CONTRACTOR SHALL FIELD VERIFY INCOMING DOMESTIC WATER PRESSURE, WHERE PRESSURE EXCEEDS 8OP51, PROVIDE PRE SSURE REGULATING VALVE (WATTS LF223) AND UPSTREAM STRAINER (WATTS L5F777). CONTRACTOR SHALL f IELD COORDINATE LOCATION Of ACCESSIBLE ISOLATION VALVES ON DOMESTIC HOT COLD WATER 5UPPLIE5 TO FIXTURES OR GROUPS Of FIXTURES SUCH THAT THEY MAY BE SHUT Of F FOR SERVICING. SERVICE AND HOSE B155 VALVES SHAH BE IDENTIFIED. ALL OTHER VALVES INSTALLED IN LOCATIONS THAT ARE NOT ADJACENT TO THE FIXTURE(S) 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 114": 1 " THICK INSULATION. PIPE 112" OR LARGER: 112" THICK INSULATION INSULATE ALL HORIZONTAL COLD WATER PIPING LOCATED A15OVE CEILING, VERTICAL PIPING LOCATED IN AN EXTERIOR WALL, EXP05ED PIPING (I.E. MECH ROOMS). PIPE UP TO 1 ":12" THICK. PIPING 114" AND OVER: I " THICK INSULATION. INSULATION MAY BE OMITTED FOR HORIZONTAL CPVC PIPING LE55 THAN 1/2". INSULATION SHALL HAVE A K-FACTOR (AVERAGE THERMAL CONDUCTIVITY) NOT TO EXCEED 0.27 BTU-IN/HR x 5QfT x Of. NATURAL GAS SYSTEMS AND ACCESSORIES IT 15 THE CONTRACTORS RESPONSIBILITY TO CONTACT THE LOCAL GAS UTILITY PROVIDER TO CONf IRM THE AVAILABILITY 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 BE SCHEDULE 40 BLACK STEEL (A5TM A53/A53M). FITTINGS SHALL BE A5ME B I G.3 MALLEABI F IRON OR ASTM A234/A234M WROUGHT STEEL WELDING TYPE. JOINTS SHALL BE THREADED OR WELDED TO ASME 133 1. 1. ALL GAS I'l RED APPLIANCES ARE PROVI DED WITH A GAS PRES5U RE Of 7W. C. AT f I NAL EQU I PMENT CONNECTION. If 7W.C. EXCEEDS EQUIPMENTS SPECIFIC INLET PRESSURE REQUIREMENT, CONTRACTOR5HALL PROVIDE APPROPRIATE FRE55URE REGULATING VALVE. GAS PIPING ON ROOF SURFACES SHALL BE ELEVATED NO LESS THAN 4112" INCHES A13OVE ROOF SURFACE AND SHALL BE CLAMPED TO RUBBER CHANNEL SUPPORTS (MIfAI5 C 10 SERIES OR EQUAL). PROVIDE 5UPPOPIT AT EVERY ELBOW. THE MAXIMUM SPACING Of SUPPORTS SHALL BE: A" PIPE: 5'-0" '3/4" TO 114" PIPING: G,-O", IY211 AND LARGER: 12'-0". VERTICAL PIPING SHALL 13E SUPPORTED AT BASE, TOP AND AT I O'INTERVAL5 (MINIMUM). ALL EXTERIOR GAS PIPING SHALL BE PRIMED AND PAINTED 0.5.H.A. YELLOW ON ROOF OR PAINTED TO MATCH BUILDING'5 EXTERIOR WALLS WHERE VISIBLE. EXPOSED GAS PIPING SHALL BE IDENTIFIED 13Y A YELLOW LA13EL MAPKfD'GA5'IN 13LACK LETTERS. ALLPIPING GREATER THAN 7W.C. SERVICE PRE55URE SHALL BE IDENTIf IED BY A YELLOW LA13EL WITH BLACK LETTERS INDICATING THE PIPING SYSTEM PRESSURE. THE SYSTEM SHALL BE MARKED AT THE BEGINNING, ALL ENDS AND AT INTERVALS NOT EXCEEDING 5 FEET ALONG ITS EXP05ED I FNGTH. BALL VALVES: THREE PIECE BODY, FULL PORT, CHROME PLATED BALL, BLOWOUT PROOF STEM, TfE SEATS, UL L15TED FOR fLAMMA5I F LIQUIDS, GOO P51 WOG, THREADED ENDS. PRESSURE REGULATOR VALVE: SINGLE STAGE AND SUITABLE FOP, NATURAL GAS, STEEL JACKET AND CORROSION RE515TANT COMPONENTS, THREADED FOR REGULATORS NP5 2 AND SMALLER. PROVIDE 5HUTOff VALVE IMMEDIATELY AHEAD Of REGULATOR, AND INSTALL TEST PORTS ON EITHER SIDE REGULATOR, WITH UPSTREAM TEST PORT DOWNSTREAM Of 5HUTOff VALVE. REGULATORS SHALL BE INSTALLED PEP, IfGC SECTION 4 10. FOP, 2P51 INLET, PROVIDE MAXITROL'325-12 SERIES. PROVIDE VENT PROTECTOR FOR EXTERIOR APPLICATIONS. FOR INTERIOR APPLICATIONS, VENT SHALL 15E PIPED TO THE EXTERIOR WITH TURNDOWN AND SCREEN PROTECTOR. 5HUTOff VALVES SHALL BE PROVIDED IN ACCORDANCE WITH IfGC 409. INSTALL MANUAL GAS SHUTOff VALVE FOR EACH GAS APPLIANCE AHEAD Of CORRUGATED STAINLESS STEEL TUBING OR COPPER CONNECTOR. 5HUTOf f SHALL BE WITHIN G'Of APPLIANCE. INSTALL UNIONS IN PIPES NP5 2 AND 5MALI FR, ADJACENT TO EACH VALVE, AT FINAL CONNECTION TO EACH PIECE Of EQUIPMENT. ALL NATURAL GAS PIPING INSTALLED 13ENEATH THE BUILDING SLAB SHALL BE ENCASED IN WROUGHT [PION 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 OR EXCEED THE STAND13Y L055 REQUIREMENTS Of U.S. DEPT, OF: ENERGY AND CURRENT EDITION Of A5HRAUF_5NA 90. 1. WATER HEATERS SHALL HAVE 150P51 WORKING PRESSURE AND BE EQUIPPED WITH EXTRUDED HIGH DEN51TY ANODE ROD AND HIGH TEMPERATURE CUTOFF SWITCH. WATER HEATERS SHALL 13E THERMOSTATICALLY CONTROLLED AND SET TO 1200 UNLE55 OTHERWISE NOTED. WATER HEATERS SHALL BE INSTALLED ON SUSPENDED PLATFORM, STEEL STAND OR CONCRETE PAD, AS INDICATED ON DRAWINGS, WATER HEATERS SHALL HAVE A MINIMUM 3 YEAR LIMITED WARRANTY. WATER HEATERS SHALL BE INSTALLED LEVEL AND PLUMB. FIELD COORDINATE EXACT WATER HEATER LOCATION. MAINTAIN MANUFACTURERS RECOMMENDED CLEARANCES, AND INSTALL SUCH THAT CONTROLS AND DEVICES ARE ACCESSIBLE FOR SERVICING. INSTALL 5HUTOff VALVES IN COLD WATER INLET AND HOT WATER OUTLET. INSTALL THERMOMETER ON HOT WATER OUTLET. WATER HEATER SHALL HAVE A5ME RATED COMBINATION TEMPERATURE AND PRESSURE RELIEF VALVE IN TOP PORTION Of TANK (fACTOKY OR FIELD INSTALLED). PIPE RELIEF VALVE OUTLET TO FLOOR DRAIN, MOP SINK, INDIRECT WASTE RECEPTOR OR TO EXTERIOR. MAINTAIN CONTINUOUS DOWNWARD PITCH TOWARD DISCHARGE LOCATION, AND PROVIDE AIR GAP AT DISCHARGE LOCATION. WHERE WATER HEATER DRAIN PAN 15 INDICATED ON PLANS, ROUTE DRAIN TO SAME LOCATION AS RELIEF VALVE AND DISCHARGE WITH AIR GAP. No. 70199 E ORIDN AL PROFICIENT E N G I IN E E R I IN G 6991 Peaftee Industrial Blvd BuNding 700 Peachtree Comers, Cieorgia 30092 404.330.9798 PROJECT# 118537 FL COA #28783 ui w cr �2 D (D W w 0 U-i LL U) :D uj Ct co z 3: E3 cr z < -i >_ W Lu 0 -1 w < C) V) -i W EL U- < M Q� < ww z < w I Lu 0 LL U I �= �- _j F__ 0 0 2 c� U) <ou 0Y �D<Ma_ w<0 cy c� Z Z :D 0 0 2-- 0'- �LJ w r-� 0 E5 V) Ir U) 0 Z U) W Z 0 Z u)(jt wo �-00�-'_o < K �:: -- u-) - u 0 Li- Z ��: ff U) 0 V) z 0-"w=)uz�_zw M z z 1_u �- u w D z >- w w 0- cr 5 w w u w �E �- Ir u U) 0 --) cr- w a=)5- LLZ< �- G'2� co - Z C/) <WF-0�-- OOLL-i =<z 0� 0- u 0 u C) u 0 0 LLJ O� W W Z LL _J 0 U CL 0 (D wx�_cL�-c'fz<E<wQfwuz U) CL E w HE < - w < < cy Q� CL LU WLuu UW Fr- UJ < = = Q� Lu 0� Of �- < z w T LO < M < CL F5 0 0 F- 5 f__ 0 En a) C) P4 7� rj u u 16 IA U ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 4-3-19 SHEET NUMBER PO 0 1 VENT THROUGH ROOf (VTR) NO SCALE I TURN DOWN INTO STACK PROVIDE FLASHING AND COUNTERfLA5HING TO ENSURE WATERTIGHT I N5TALLATION ROOF INSULATION PROVIDE SLEEVE AS REQUIRED BY TYPE Of Roof DECK. PROVIDE f IRE STOP SEAL 13ETWEF-N PIPE AND SLEEVE OR DECK I-/ MINIMUM 12" 13ELOW Roof WHERE 2" VTR SHOWN PLAN, PROVIDE PIPE INCREASER If/WHERf C REQUIRES A MINIMUM VENT THROUGH Roof MINIMUM G" ABOVE ROOF (OR 12" WHERE REQUIRED BY LOCAL CODE). EXTEND TO HEIGHT Of PARAPET WHEN WITHIN I O'Of PARAPET ROOF DECK '____--ANCHOR PIPE TO ROOF DECK WITH U-13OLT AROUND PIPE AND ANGLE IRON, WELDED OR SCREWED TO Roof DECK OR J015T 'BELL AND SPIGOT PVC JOINT (OR HUBLE55 PIPE CONNECTORS ON CAST IRON PIPE) IT 15 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 SURFACE. LOCATE VTR MINIMUM 18" FROM PARAPET, EXPAN51ON JOINT, EQUIPMENT CURB, ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. DOMESITIC WATER 5ERVICE ENTRANCE NO SCALE I I " DOMESTIC WATER SERVICE TO BLDG, SEE PLAN FOR CONT 13ALL VALVE (TYP) STMNER FYP) PRESSURE REDUCING VALVE (PROVIDE If PRESSURE EXCEEDS 13 5OP51), WATTS Lf223j5 OR EQUAL y4" H05E BIBB I " DOMESTIC WATER SERVICE I3/G W130 (MINIMUM) COVER. SEE CIVIL DWG FOR CONTINUATION AND WATER METER. 44 - :. ., . *,;. .- . . . . .. .. - . 4 . ji. . — . ... .. UNDISTURBED EARTH /-GLO13E VALVE /(NORMALLY CLOSED) T // - STRAI N f R FYP) -rAnr- Is OR WAH ___PRE55URE GAUGE WITH SHUTOFF COCK (TYF) //-Rf DUCFD PRESSURE ZONE BACKfLOW PREVENTER A55EMBLY bfP-I. fINAL5ELECTION MUST 13E APPROVED FOR USE IN THE VERTICAL POSITION. ,,,-GATE VALVE fIN15HED GRADE FLATI`ORM 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,' INCLUDING GALVANIZED STEEL DRAIN PAN AND SUPPORT BRACKETS. FIELD COORDINATE APPROPRIATE PACKAGE (SUPPORT FROM WALL OR SUPPORT f ROM STRUCTURE ABOVE) BASED ON ACTUAL CONDITIONS. INCLUDE MODEL NUMBER SUFFIX '-W FOR WALL MOUNT. - HOT WATER COLE) WATER 0I\-13ALL VALVE (TYP) ,,\CH ECK VALVE THERMAL EXPANSION TANK (SEE PLMB f IXTU RE SCH EDU LE) If NOT FACTORY PROVIDED, INSTALL ASME RATED T*P RELIEF VALVE (WATTS 40XL SERJE5 OR EQUAL). FULL SIZE DISCHARGE TO ��DRAIN PAN VALVE WITH HOSE CONNECTION _____`RCUTE PAN DRAIN AS INDICATED ON PLAN, PROVIDE AIR GAP AT DISCHARGE LOCATION PROVIDE APPROPRJATE'HOLDRITEMODEL BASED ON SCHEDULED WATER HEATER VOLUME AND WATER HEATER DIAMETER PRODUCT GALLONS MAXIMUM WEIGHT PAN SIZE #40 5WHP G to 20 375 21.25" X 21.25" #50 SWHP 30 to 50 GOO 2G.5" X 2G.5" HARDWARE PROVIDI WITH KIT. REfERTC MANUfACTURER5 INSTALLATION INSTRUCTIONS FOR SPECIFIC DETAILS C ATTACHING 15RACKE TO MASONRY WALL, fPAMED WALL, ETC. TWO DIAGONAL BRACES ACROSS TOP Of WATER HEATER— f IELD COORDINATE WITH STRUCTURE ABOVE TO RIGIDLY SUPPORT EACH Of FOUR THREADED ROD OPTIONW- SUPPORT FROM WALL CONTRACTOR SHALL PROVIDEX2" THREADED ROD, CONNECT TO EACH Of FOUR CORNER DRACKET5,".. DRAIN PAN WITH FACTORY PROVIDE[) I PVC DRAIN CONNECTION (TYPICAL BOTH DETAILS) OPTION'13'- SUPPORT FROM STRUCTURE ABOVE PLUMBING FIXTURE 5CHEDULE WATER RUNOUT WATER CONN. MARK DESCRIPTION WASTE WASTE VENT 5PECIfICATION RUNOUT CONN. cW HW CW HW WALL HUNG LAVATORY (AMEKICAN STANDARD "LUCEKNE," 0355.012) WITH CONCEALED ARM CARRER MOUNTING (ZURN Z 1 23 1). PROVIDE 0.5GPM SINGLE HANDLE FAUCET WITH POLISHED CHROME FINISH (DELTA 501 Lf-HGMHDf). HANDICAP DRAIN OFFSET W/GRID L- I LAVATORY (ADA) - WALL HUNG 2-1 1 112" 2" 112" 112" 3/8" 316' DRAIN (ZURN Z874G-PC) AND CHROME PLATED P-TRAP (ZURN Z8701 -PC). CHROME PLATED BRASS ANGLE SUPPLY STOPS WITH FLEX SUPPLIES (MCGUIKEHIG5). INSULATEOffSET, TRAP AND SUPPLY LINES (TRUEDRO 1AVGUARD," # 103 ff-Z). PROVIDE MIXING VALVE TO TEMPER NOT WATER TO I 10 DEGREES (LAWLER'TMM', A55E 1070, LEAD f PEE). FLOOR MOUNTED, ELONGATED ADA TANK TYPE WATER CL05ET (AMERICAN STANDARD 'CADET PRO RIGHT HEIGHT," 215AA. 104), 1.28 GPf, WHITE VITREOUS CHINA, GRAVITY f ED FLUSH ACTION. TOP Of RIM AT I C.5" Af f. HIGH Ef f IC IENCY'WATER5ENSE' LISTED. PROVIDE ALTERNATE TANK CONI` IGURATION (215AA. 105) WITH TKP LEVER ON RGHT HAND WC- I WATER CLOSET (ADA) - TANK TYPE 41' 3" 211 112" --- 112" --- SIDE If NECESSARY TO HAVE LEVER ON MOST ACCE55113LE SIDE Of WATff R CLOSET. HffA\/Y DUTY OPEN FRONT SEAT, LESS COVER, WITH SELf -SUSTAINING CHECK HINGE (BEMIS 105555C). CHROME PLATED 13PASS ANGLE SUPPLY STOP WTH 12"LONGX3/8"fLEX SUPPLY (MCGUIRE M I GC.). STAINLESS STEEL SINGLE 13OWL DROP -IN SINK (ELKAY LW2521), 4 HOLES. 13OWL DIMENSIONS: 2 1 " L, 15,75" W, G.5" D. ADA COMPLIANT ARC FAUCET WITH 1.5GPM SK- I STAINLESS STEEL SINK, DROP -IN, 2-1 1 11211 211 112" 112" 3/8" 3/8" AERATOR AND SIDE SPRAY (DELTA'COLLINS," 440-WST). MCGUIRE CHROME PLATED P-TRAP SINGLE 13OWL (ADA) W/C.O., CHROME PLATED BRASS ANGLE SUPPLY STOPS, 12" LONG X 3/8" FLEX SUPPLIES. PROVIDE BASKET STRAINER (ZURN Z874 1 -55). 24"X24" ff LOOK 13ASIN (FIAT M55-2424) AND SERVICE FAUCET WITH VACUUM BREAKER, INTEGRAL STOPS, PAIL HOOK AND 3/4" HOSE THREAD ON SPOUT (830-AA). PROVIDE H05E MS- I MOP SINK 31' 311 211 112" 112" 112" 112" AND BRACKET (832-AA), MOP HANGER (889-CC), STAINLESS STEEL BUMPEPGUARD (E-58- AA) AND STAINLESS STEEL WALL GUARD (MSG2424). LEAD-ffREE POTABLE WATER EXPANSION TANK (WATTS PLT-5). 2.1 GALLONS TOTAL VOLUME, ET_ I POTA13LE WATER EXPANSION TANK --- --- 3/4" --- 3/41' --- 0.8 GALLONS MAXIMUM ACCEPTANCE VOLUME. TANK SHALL BE PKE-CHARGED TO THE SYSTEM PKE55U RE PRIOR TO INSTALLATION (CONTRACTOR TO FIE LD-VERIFY). ICE MAKER CONNffCTION BOX (OATEY #39 hu SERIES), GINO'. LOW LEAD, 114 TURN 13RASS IMb- I ICE MAKER,/REf RIGERATOR 15OX --- --- 112" --- 112" --- VALVE WITH INTEGRAL f ACTORY INSTALLED WATER HAMMER AKKESTOK. PROVIDE I BACKfLOW PREVENTEP, IN SUPPLY LINE (WATTS ISD3,' ASSE 1022) WOODFORD MODEL 25 AUTOMATIC DRAINING fREEZELE55 HOSE B113D WITH 3/4" HOSE FI-15- I f REEZEPROOf HOSE 13ID13 --- 3/4" 3/41' --- CONNECTION AND WHEEL HANDLE. E31-LF-VELWATEP,COOLEP,(ELKAYEZSTL8LC). ORINCffSAT383/8"AND327/8"Afff. 8.8 GPH Of 50DEG WATER @ (50DEG ROOM TEMPERATURE. PROVIDE ACCES50RY APRON EWC- I WATER COOLER (ADA) - 131-LEVEL 2" 1 112" 211 112" --- 112" (LKAPREZL) If INSTALLED ON AN EXPOSED WALL FOP, CANE DETECTION. MOUNT WITH WALL I ICARRIER (ZURN 1225-15L). ELECTRIC WATER HEATER 5CHEDULE TANK MARK RECOVERY 5ETPOINT ELECTRICAL DA515 CAPACITY 20 GAL 15 GFH @ 80- RSE 1200 3.0 KW A.C. SMITH DEL-20 PRIOKTO SUBMITTAL OR PURCHASE, THE FLUM13ING CONTRACTOR SHALL VERJfYTHE APPROPRIATE ELECTRICAL CHARACTERISTICS Of THE SELECTED WATER HEATER. COORDINATE DIRECTLY WITH THE ELECTRICAL CONTRACTOR AND THE POWER PANEL SCHEDULES ON THE ELECTRICAL DRAWINGS. No. 7019 FLORI AL PROFICIENT E N G I IN E E R I IN G 6991 Peachtree Industriai Blvd Building 700 Peachree Comers, Georgia =92 4N.MO.9798 PROJECT#11&537 FL COA #28783 j w U L:1:3 0 LLJ 0 LLJ E cQ L'i cl� Z 0 z < Fj L/) < Z >_ E W L'i w < ED cy < LLJ U) LT2-J <z , z < T 0 LL_ 0 i in =:,-- i F-- C) 0 /_3 ') �- - c-,i < (-) of w 0<� 0 �-- 2� < cr ::) < n IL C) Z:D 0 t 0 1- of Q < 0 &j Z :D 0 CY- T_ (j) 0 Z (,o LU Z 0 Z < 0 LD (0 LL _)o -0 U)L,Z�i2�:WWF-Oww zw�- 00—offiz:)zUz�_zLy COU >- Uj w IL cr ::) z LLJ D-- , cl) 5 1E 1=1S L01 2 L)VJ I I; I— IL-L), < L[iy-j 0 C>- t= < w c� F 0 D a-, IL 0 U 0 U 0 LL _j T: < Z CO 0 0 LLJ Cie Ljj W Z LL _j 0 U CL 0 0 LU cr CL Q� z < E < LLJ 10� LLJ U Z cl) a- E "J EE < — w < L6 < Q� = 3: a� IL LLj 2: Lij U WLLJU ULU�_I_ M=IXLUan� <Z_LLJTL/)�icl� U bjD 0 as 0 U U 101 I�A Ilum Ul U ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I P002 KEYNOTE5 Y," CW DN TO f=Uf-Zf-PKOOf H05E 13113B r------0 -- - 0- -1 0 P KrAf, we %.%CEN�r )- Ar No. 70199 Ar FLORIO- AL (40 1... PROFICIENT E N G I N E E R I N G 6991 Peadtftee Industrial Blvd Building 700 Peachtree Comers, Georgia 30092 404=9798 PROJECT# 118537 FL COA #28783 ui uj A9 W-j < -j "j 0 -1 < Z UJ V) -i a- u- <W0 z < LLI w j 0 L' U M < �— 00 0 C) u [)f Lu 0 cr 0 CL 0 Z 0 0 Ll-j u j r-) V) of 0 (j) C) Z LLI Z Z - Lij LLj a- CK Lu D u (/) 0 cr Lij 1: F-- U I LLJ — Q� of D D - LL z < Q� 0 >- �— u Lu �-- 0 �— 0 uj co — Z fr- o- u 0 u 0 c� u- -i T: < Z n 0 Lu 0� Lu W (-) Z LL -i Q U a 0 CD 0� CL cr- z < — - Lu a- w < ui (If W U z LL CIO (L LLI Lli < w F LLJ W u Q� u t� w u < O� Lu Q� Qw-1 z w T Lf) of cn < nL- F15 0 0 F- C� n I a) 0 0 0 u u ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 4-3-19 I I SHEET NUMBER I I z epill FIRST FLOOR PLAN BLDG A SCALE: 1/8"=l'-O" p 101 P14111rh MME, IRM ft WASiTENENT 150METRIC NO SCA1 If EWC- I < 211 j I AN/ 1211 ENLARGED PLAN - WASTE & VENT SCALE: 1/4"=l'—O' EWC- I ENLARGED PLAN - WATER SCALE: 1/401=1p-D" KEYNOTE5 CD/," CW */2" HW DN /2" CW DN 3/," CW * 3/," HW TO PLATfORM MOUNTE[) WATER HEATER, HE Dt7AIL (D2" V DN 0 3" V UP TO 3" VTR Q 4" 5 13/G, SEE CIVIL DWG FOR CONT. I " CW 5/G, HE CIVIL DWG FOR CONT. 1 " CW DN TO DOMESTIC WATER ENTRANCE R15ER, SEE DffAIL. G." fIRE MAIN 13/G, SEE CIVIL DWG fOR CONT. (ID G" 5PRINKLE R MAIN 13/f * 5TU13 UP TO 5PRINKLER RISER. 5PRINKLER DE51GN BY fIRE PROTECTION ENGINEER. OY4" CW DN TO fREf-ZIfPROOf= HO5E 1311313 (ZDY4" CW DN TO I'LOOR 13ELOW g P KEAi No. 70199 v ORID AL PROFICIENT E N G I N E E R I IN G 6991 Peachtree IndusbW Blvd Budding 700 Peachtree Corriers, Georgia 3OD92 404.330.9798 PROJECT# 118M7 FL COA #28783 uj LL' LU 0 1 LL- Of)) 0 'ZD L-Lij (If z 3:Fj—a< Z�'-E< _j > U LLJ L - L 0 -1 LL, < Z L' Cf) --j Lu CL L co a,- < Lu Y) z < LmLj = (f) w -j 0 u- u m < "'- 0 0 0z L'i <Y- < Ch < 0 CE 0 7 Z::D 0 0 0 aw 0 Of n — < 0 z z Dw wzz- w 0 Z V'- - i=- 0 0 0 C) < U—KLU�-�-U)—UOLLO v)L'-z3:[hC1) 0 v) ZY'i.- (D C) — 0 Lu =) U z �- Z LIJ Z >- LLJ Lu CL Ch z Z V) :D Lu LLJ LLJ CK u C') J, W Q� IL-L-1 u 1-- < Lu 0 r" Lli co — z U) (IfCLUOup�'OLL—i M<Zcf) n 0 1.1-1 0� LLj LLJ Z LL -J C) u [L C) C9 Lu Cr 1-- CL F- Cr z < Es < uj Q� LIJ Z U) 0- �E- Lu 1 < E < Q� Lu Lu U 0-1 a_ uj Lu < ul 3: u uj i-- I-- Fh LL! vu) < Lij fy Of < Lu < co < a- i/-) 0 0 > u 0 0 '4 u 1A ul u 1A I I ISSUE: FOR CONSTRUCTION I I PROJECT NUMBER 201812 DATE 4-3-19 S14EET NUMBER P 1,02 m SECOND FLOOR PLAN SCALE: 1/8"=V-0" - BLDG A