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6419 Simons Rd
BUILDING DESIGN CRITERIA CODE CONFORMANCE FLORIDA BUILDING CODE (FBC) including AMENDMENTS: SEVENTH EDITION (2020) (FBC) - ACCESSIBILITY SEVENTH EDITION (2020) (FBC) - ENERGY CONSERVATION SEVENTH EDITION (2020) (FBC) - MECHANICAL SEVENTH EDITION (2020) (FBC) - PLUMBING SEVENTH EDITION (2020) (FBC) - FUEL GAS SEVENTH EDITION (2020) (FBC) - TEST PROTOCOLS HIGH VELOCITY HURRICANE ZONES SEVENTH EDITION (2020) (FBC) -EXISTING BUILDING SEVENTH EDITION (2020) ASCE 7-16 NATIONAL ELECTRICAL CODE (NEC) 2017 FLORIDA FIRE PREVENTION CODE (FFPC) SEVENTH EDITION, EFFECTIVE 12/31/2 NFPA1 (FIRE PREVENTION CODE) 2018 EDITION NFPA101 (LIFE SAFETY CODE) 2018 EDITION NFPA70 (NATIONAL ELECTRIC CODE) 2017 EDITION OTHER PUBLICATIONS ADDED BY REFERENCE TO NFPA 1 & NFPA 101 DESIGN DATA FBC CHAPTER 3: USE & OCCUPANCY CLASSIFICATIONS BUSINESS GROUP R-2 (RESIDENTIAL -APARTMENTS) FBC CHAPTER 5: GENERAL BUILDING HEIGHTS & AREAS TABLE 504.3 ALLOWABLE BUILDING HEIGHTS = 60 FEET (TYPE IIB, S13R) ACTUAL BUILDING HEIGHT = 39'-4" TABLE 504.4 ALLOWABLE NUMBER OF STORIES = 4 (TYPE IIB, S13R) ACTUAL NUMBER OF STORIES = 3 TABLE 506.2 ALLOWABLE AREA = 16,000 SQUARE FEET (TYPE IIB, S13R) x 3 STORIES = 48,000 SQUARE FEET ACTUAL AREA = 32,394 SQUARE FEET (1ST - 10,914 SF / 2ND - 10,740 SF / 3RD - 10,740 SF) CHAPTER 6: TYPES OF CONSTRUCTION SECTION 602 CONSTRUCTION CLASSIFICATION TYPE IIB TABLE 601 FIRE RESISTANT RATING REQUIREMENTS BUILDING ELEMENT TYPE IIB PRIMARY STRUCTURAL FRAME 0 BEARING WALLS EXTERIOR TABLE 602 0 BEARING WALLS INTERIOR 0 NON -BEARING WALLS & PARTITIONS EXTERIOR 0 NON -BEARING WALLS & PARTITIONS INTERIOR 0 FLOOR CONSTRUCTION 0 ROOF CONSTRUCTION 0 FBC CHAPTER 7: FIRE & SMOKE PROTECTION FEATURES SECTION 706 FIRE WALLS: 2 HOUR FIRE RATED SECTION 707 FIRE BARRIERS: 2 HOUR FIRE RATED SECTION 708 FIRE PARTITIONS (CORRIDOR): 1/2 HOUR FIRE RATED SECTION 709 SMOKE BARRIERS: NONE REQUIRED SECTION 710 SMOKE PARTITIONS: NONE REQUIRED SECTION 718 CONCEALED SPACES: REQUIRED FBC CHAPTER 8: INTERIOR FINISHES TABLE 803.11 INTERIOR WALL & CEILING FINISH REQUIREMENTS OCCUPANCY GROUP SPRINKLERED INTERIOR EXIST STAIRWAYS, RAMPS EXIT PASSAGEWAYS CORRIDORS, ENCLOSURES FOR EXIT ACCESS STAIRWAYS & RAMPS ROOMS & ENCLOSED SPACES R-2 C Ic Ic FBC CHAPTER 9: FIRE PROTECTION SYSTEMS SECTION 903 AUTOMATIC SPRINKLER SYSTEMS PROVIDE SPRINKLER SYSTEM PER SECTION 903.3.1.1 SECTION 906 PORTABLE FIRE EXTINGUISHERS AS REQUIRED BY THE FLORIDA FIRE PREVENTION CODE, SEE LIFE SAFETY PLAN FOR LOCATIONS FBC CHAPTER 10: MEANS OF EGRESS SECTION 1004 OCCUPANT LOAD TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE LOAD FACTOR SQUARE FOOT SUB -TOTAL BUSINESS AREAS 150 465 3 PERSONS ACCESSORY STORAGE, MECH & EQUIP. 300 149 1 PERSON RESIDENTIAL 200 25,340 126 PERSONS ASSEMBLY 15 1,233 82 PERSONS CLASSROOMS 20 721 36 PERSONS TOTAL LOAD 248 PERSONS SECTION 1005 MEANS OF EGRESS SIZING REQUIRED CAPACITY BASED ON OCCUPANT LOAD LOAD FACTOR MULTIPLIER CAPACITY IN INCHES STAIRS 1247.5 PERSONS 10.3 INCH 174.25 INCHES OTHER EGRESS COMPONENTS 1247.5 PERSONS 10.2 INCH 149.5 INCHES SECTION 1006.3.1 EGRESS BASED ON OCCUPANT LOAD TABLE 1006.3.2, 1-500 OCCUPANTS PER STORY = 2 EXITS MINIMUM REQUIRED TOTAL EXITS PROVIDED = 5 SECTION 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY I W/ SPRINKLER SYSTEM R-2 1250 FEET I SECTION 1020 CORRIDORS TABLE 1020.1 CORRIDOR FIRE -RESISTANCE RATING OCCUPANCY I LOAD SERVED I REQU. FIRE -RESISTANCE RATING W/ SPRINKLER SYSTEM R-2 1>10 10.5 HOURS TABLE 1020.2 MINIMUM CORRIDOR WIDTH = 44 INCHES SECTION 1020.4 DEAD END, EXCEPTION 2: THE LENGTH OF THE DEAD END CORRIDOR SHALL NOT EXCEED 50 FEET. FBC CHAPTER 16: STRUCTURAL DESIGN PER TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES = III DESIGN WIND SPEED = 146 MPH FBC PLUMBING CHAPTER 4 FIXTURES, FAUCETS AND FIXTURE FITTINGS: 121.5 PEOPLE (TOTAL 247.5 PEOPLE OF WHICH 126 ARE RESIDENTS) TABLE 403.1 MINIMUN NUMBER OF REQUIRED PLUMBING FIXTURES CLASSIFICATION WATER CLOSETS ILAVATORIES ISHOWERS FDRINKING FOUNTAIN JOTHER R-2 REQUIRED 3 3 NOT REQU. 2 11 SERVICE SINK PROVIDED 3 3 129 11 HIGH / 1 LOW 11 GENERAL NOTES A. STATEMENT OF COMPLIANCE: TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS ARE COMPLETE AND CONFORM TO AND SATISFY THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION) AND LOCAL CODES AS APPLICABLE. B. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENTS, DESIGN AND EXTENT OF THE WORK, AND ARE PARTLY DIAGRAMMATIC; THEY ARE NOT INTENDED TO BE SCALED FOR ROUGHING IN MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS. C. SHOULD THE DRAWINGS DISAGREE IN THEMSELVES, THE BETTER QUALITY OR GREATER QUANTITY OF WORK OR MATERIALS SHALL BE PROVIDED IN ACCORDANCE WITH THE ARCHITECT'S INTERPRETATIONS. D. WHERE A TYPICAL OR REPRESENTATIVE DETAIL IS SHOWN ON THE DRAWINGS, THIS DETAIL SHALL CONSTITUTE THE STANDARD OF WORKMANSHIP AND MATERIALS THROUGHOUT CORRESPONDING PARTS OF THE WORK. ADAPTATION, HOWEVER, SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. E. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DIMENSIONS AS SHOWN ON DRAWINGS AND REPORT ANY ERRORS OR INCONSISTENCIES TO THE ARCHITECT BEFORE COMMENCING WORK. STARTING OF WORK BY CONTRACTOR SHALL BE CONSTRUED AS HIS ACCEPTANCE OF CONDITIONS. F. CONTRACTOR TO COORDINATE WITH OWNER HIRED FIRE SPRINKLER CONTRACTOR. G. DO NOT SCALE DRAWINGS FOR CONSTRUCTION. EPHYRHm1,,,..L4, FL 33541 ALL WORK SHALL COMPLY WITH NFFA CODES ANO STANDARDS REVIEW DATE I 1 6 t CITY OF ZEPHYRHI LS FIRE AND LIFE SAFETY EXAMINER ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES 100% CONSTRUCTION DOCUMENTS ARCHITECT: FURR, WEGMAN & BANKS ARCHITECTS, P.A 625 EAST ORANGE STREET LAKELAND, FL 33801 PH. 863-688-1211 TAG SYMBOLS LEGEND NAME SYMBOL DESCRIPTION SECTION TAG INDICATES DETAIL SECTION. TOP NUMBER OR LETTER WILL REPRESENT THE r01111 1 . DETAIL DESIGNATION. THE BOTTOM NUMBER REPRESENTS THE SHEET LOCATION. A101 DETAIL TAG A INDICATES ENLARGED DETAIL. TOP NUMBER OR LETTER WILL REPRESENT THE DETAIL DESIGNATION. THE BOTTOM NUMBER REPRESENTS THE SHEET LOCATION. A101 REVISION TAG INDICATES A REVISION TO THE SHEET. THE DELTA CORRESPONDS TO THE X SPECIFIC REVISION DATE AND DESCRIPTION WITHIN THE TITLE BLOCK. 08/27/2021 MEP ENGINEER: KPI ENGINEERING, INC. 3203 QUEEN PALM DRIVE TAMPA, FL 33619 PH. 813-241-6488 STRUCTURAL ENGINEER: MASTER CONSULTING ENGINEERS, INC 5523 W. CYPRESS ST. SUITE 200 TAMPA, FL 33607 PH, 813-287-3600 TAG SYMBOLS LEGEND CONT'D NAME SYMBOL DESCRIPTION INDICATES DOOR NUMBER. USE TO REFERENCE DOOR & FRAME SCHEDULE AND DOOR TAG 000 DOOR HARDWARE SCHEDULE WINDOW TAG 0 INDICATES WINDOW NUMBER. USE TO REFERENCE WINDOW SCHEDULE ROOM TAG ROOM NAME INDICATES ROOM NAME & NUMBER. USE TO REFERENCE ROOM FINISH SCHEDULE 000 EQUIPMENT 0000 INDICATES A DESIGNATED IDENTIFICATION TO EACH UNIQUE PIECE OF TAG EQUIPMENT. KEYNOTE TAG 01 INDICATES KEYNOTES SPECIFIC TO EACH UNIQUE SHEET. M-01 INDICATES MILLWORK ELEVATION OR TAG. USE TO REFERENCE MILLWORK MILLWORK TAG DETAIL SHEETS. A.F.F. INDICATES ELEVATION ABOVE FINISH FLOOR. ELEVATION TAG 000'-V CIVIL ENGINEER (DRAWINGS SUBMITTED SEPARATELY) MADRID / CPWG ENGINEERING 3918 N. HIGHLAND AVE. TAMPA, FL 33603 PH. 813-361-2644 ��" 12-v�ii�'1-C:S����J �'_S� ��g� fasa ►�.t,lh vt�.t'a a1 i i��a ��� �-� tin 6��-� �r�tl)`,, f�•.��il c—aL .�►�•;� INDEX TO DRAWINGS G101 COVER SHEET, INDEX TO DRAWINGS & CODE DATA AS101 ARCHITECTURAL SITE PLAN LS101 LIFE SAFETY - UL LISTINGS LS111 LIFE SAFETY PLAN - FIRST FLOOR LS121 LIFE SAFETY PLAN - SECOND FLOOR LS131 LIFE SAFETY PLAN - THIRD FLOOR S101 GENERAL STRUCTURAL NOTES S102 WIND DESIGN DATAAND LOAD SCHEDULE S201 FOUNDATION PAN S202 SLAB ON GRADE PLAN S203 2ND FLOOR FRAMING PLAN S204 3RD FLOOR FRAMING PLAN S205 ---------- ROOF FRAMING PLAN S301 TYPICAL DETAILS S302 TYPICAL DETAILS S303 _ TYPICAL DETAILS S304 _ TYPICAL DETAILS S305 TYPICAL DETAILS S306 TYPICAL DETAILS S401 SECTIONS AND DETAILS S402 SECTIONS AND DETAILS S403 SECTIONS AND DETAILS ; S404 SECTIONS AND DETAILS A101 WALL TYPES A111 DIMENSION PLAN - FIRST FLOOR A112 FINISH PLAN - FIRST FLOOR A121 DIMENSION PLAN - SECOND FLOOR A122 FINISH PLAN - SECOND FLOOR A131 DIMENSION PLAN - THIRD FLOOR A132 FINISH PLAN - THIRD FLOOR A141 TYPICAL APARTMENT UNIT PLANS A142 DOOR AND WINDOW ELEVATIONS A143 DOOR AND FRAME SCHEDULE A144 HEAD JAMB AND SILL DETAILS A150 ADA RESTROOM ELEVATIONS AND CODE INFORMATION A151 ENLARGED TOILET ROOM PLANS A160 ROOF PLAN A161 TYPICAL ROOF DETAILS A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A301 MILLWORK ELEVATIONS A302 _ MILLWORK ELEVATIONS A411 REFLECTED CEILING PLAN - FIRST FLOOR A421 REFLECTED CEILING PLAN - SECOND FLOOR A431 _ REFLECTED CEILING PLAN - THIRD FLOOR A501 BUILDING SECTIONS A502 BUILDING SECTIONS A503 _ WALL SECTIONS A504 WALL SECTIONS A601 STAIR SECTIONS M000 LEGEND, ABBREVIATIONS AND GENERAL NOTES M101 MECHANICAL FIRST FLOOR PLAN M102 _ MECHANICAL SECOND FLOOR PLAN M103 MECHANICAL THIRD FLOOR PLAN M104 MECHANICAL ROOF PLAN M201 MECHANICAL APARTMENT ENLARGED PLANS M301 MECHANICAL SCHEDULES M401 MECHANICAL DETAILS M402 MECHANICAL DETAILS I, M403 _ MECHANICAL DETAILS P000 LEGEND, ABBREVIATIONS AND GENERAL NOTES P001 PLUMBING SITE PLAN P101 PLUMBING SANITARY FIRST FLOOR PLAN P102 PLUMBING SANITARY SECOND FLOOR PLAN P103 _ PLUMBING SANITARY THIRD FLOOR PLAN P104 PLUMBING ROOF PLAN P105 PLUMBING DOMESTIC WATER FIRST FLOOR PLAN P106 PLUMBING DOMESTIC WATER SECOND FLOOR PLAN P107 PLUMBING DOMESTIC WATER THIRD FLOOR PLAN P201 PLUMBING APARTMENT ENLARGED PLANS P301 PLUMBING APARTMENT ENLARGED PLANS P401 PLUMBING RISER DIAGRAM P402 PLUMBING DETAILS P501 ------------ - PLUMBING RISER DIAGRAMS P601 PLUMBING RISER DIAGRAMS FP000 -- -_ LEGEND, ABBREVIATIONS AND GENERAL NOTES FP101 FIRE PROTECTION FIRST FLOOR PLAN FP102 FIRE PROTECTION SECOND FLOOR PLAN FP103 FIRE PROTECTION THIRD FLOOR PLAN FP401 _ FIRE PROTECTION DETAILS i E000 LEGEND, ABBREVIATIONS AND GENERAL NOTES E001 ELECTRICAL SITE PLAN E101 LIGHTING FIRST FLOOR PLAN E102 - - LIGHTING SECOND FLOOR PLAN E103 LIGHTING THIRD FLOOR PLAN E201 POWER AND SYSTEMS FIRST FLOOR PLAN E202 POWER AND SYSTEMS SECOND FLOOR PLAN I E203 POWER AND SYSTEMS THIRD FLOOR PLAN E204 POWER AND SYSTEMS ROOF PLAN E300 ELECTRICAL UNIT LAYOUTS AND DETAILS E301 RISER DIAGRAM AND SCHEUDLES J j-i,�,�„�,,�3a,�iSq��i7 �_�"'f ��� i'�aS'i•.`T'if�r°1wlt�:..� 1pi0: 11L -1 W�:11 ?a}IJp 4711 1- L`"7 A Le-c,, vir Lz: 4n v I u I IN I I Y IVIHr IN IF u rr, 'man & � x ,a k fS, `.A. Gorc6aBC 625 EAST ORANGE ST. LAKELAND,FL 33801 INFOQFWBARCHITECTS.COM a w',N W.FWBARCHITECTS.COM PH. 863.688.1211 0 CO YRIGHT 2021 fil GnAAN S PANKS ARCHITECTS, PA N AND CONCEPTS S )FPICTED HEREWITH ARE THE SOLE II PC RP OF F'JRR, WEGMAN & BANKS ARCHITECTS, PA. ON, REV S'ON OR REUSE OF THIS DRAWING IS -CRRFD WITHOUT SP`CIFIC WRTITEN PERMISSION. ALL RIGHTS RESERVED. 1;1 a 1T z ct R o� CY < �, lA! cr E a z x Z C" F._ 'fl T C cI J 1 CD N w CN ti N co CD LLI 0 W E,.;JJ✓ z H z Lu 0 z _j _j U r n CO LLB � � v Z Lo0 co Lij U cr, o �� � �,� CD LLJ z � O = clLU > am CID2 Cr a- cn U) 0 >C rna f L.�,s //�^ V J co N Z 121- PROJ MGR: BY: AC]-CKD MAB JOP, NI_JMBFR: 21-19 SHF FT NUMBER: G101 I ORNAMENTAL ALUM. FENCE GEN. NOTES A. TYPICAL 6' TALL. B. POWDER COATED FINISH. C. AT GATE, PROVIDE EXIT DEVICE EQUAL TO 99EO, US26D VON DUPRIN ON EACH SECTION OF GATE. D. PROVIDE SIGNED AND SEALED CALCULATIONS BY PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA FOR ALL FOUNDATION DESIGN, POST SIZE AND ATTACHMENTS TO MEET WIND LOADING CRITERIA. E. 3" POSTS AND 1" PICKETS TYPICAL. MAX. 5 cc ORNAMENTAL FENCE TYPICAL ELEVATION & NOTES SCALE: 1/2" = V-0" RETAINING WALL / PLANTER WALL SCALE: 3/4" = V-0" N V V POINT OF ENTRY WATER FILTRATION SYSTEM - SEE PLUMBING DRAWINGS PROPOSED PROPERTY LINE EXISTING 1- STORY RESIDENCE TO REMAIN PROPOSED PROPERTY LINE-\ 6' ORNAMENTAL ALUMINUM CONCRETE SIDEWALK (SEE CIVIL) WITH FENCE (132.3 LF) RETAINING WALL y i,. ARCHITECTURAL SITE PLAN SCALE:1/16" = 1'-0" t 19'-6" 3-STORY APARTMENT PARKING SEE CIVIL DOOR FOR EGRESS AND FIRE DEPARTMENT ACCESS. PROVIDE WALL MOUNTED KNOX BOX. (1) 3' GATE w/ PANIC HARDWARE PUSH BAR FDC AND FIRE RISER PROPERTY LINE I -----S_ °uyl POTENTIAL FUTURE BUILDING PARKING SEE CIVIL (2) 4' GATES TRANSFORMER -SEE _..._......._..... ELECTRICAL DRAWINGS VINING JASMINE TYPICAL AT ORNAMENTAL' FENCE I —RETAINING WALL - SEE CIVIL PARKING SEE CIVIL PARKING SEE CIVIL A FUTURE 1-STORY 27,000 S.F. INDOOR TENNIS FACILITY A. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 O COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN d BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED W RHOUT SPECIFIC W RIIIFN PERMISSION. ALL RIGHTS RESERVED. Ln U) z �o ¢ lr _ m z °EDLLI z U F w L ¢ U z O I- w w X : Z O a U U) LL1 0 Z O Lu Lu 0 aN Co v Lo co r` N O N ti N 00 O w Q z ~ z w J LiJ CD o ~ z z cn U 0 o J J J U 0� � 00 � C� zZ L o C..) U)CY) w � oLL o O C:) 2 =~ of C) m Q CO w /) >/ a = Q < (D N va, PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: AS10_1 Design No. U419 Nonbearing Wall Rating - 1, 2, 3 OR 4 HR. For Number of Layers 4 and Hourly Ratings See Item 4 3 3A 2 1 4 1. Floor and Ceiling Runners - (Not shown) -- Channel shaped, fabricated from min. 25 MSG (min. 20 MSG when Item 4A is used) corrosion -protected steel, min. width to accomodate stud size, with min. 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 2, Steel Studs -- Channel shaped, fabricated from min. 25 MSG (min. 20 MSG when Item 4A is used) corrosion -protected steel, min. width as indicated under Item 4, min. 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 318 to 3/4 in. less than assembly height. 3. Batts and Blankets* -- (Required as indicated under Item 4) - Mineral wool batts, friction fitted between studs and runners. Min. nom, thickness as indicated under Item 4. See Batts and Blankets (BKNV or BZJZ) Categories for names of classified companies. 4. Gypsum Board* -- Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min. of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr, and 4 hr ratings are as follows: Wallboard Protection on Each Side of Wall Rating Min. Stud Depth No. of Layers and Min. Thickness of Thickness of Panel Insulation (Rem 3) 1 3-1/2 1 layer, 518 in. thick Optional 1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 1 layer, 314 In. thick Optional 2 1-5/8 2layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in. thick 3 in. 3 1-5/8 3 layers ,112 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4layers, 112 in, thick Optional 4 2-1/2 2 layers, 314 in. thick 2 in. UL DESIGN NO. U419 SCALE: NOT TO SCALE 1-hr. Fire Rated Assembly (seen NER 258) USG Steel J-Runner 1" SHEETROCK Brand gypsum shaft wall liner Power -actuated fasteners 24" O.C. USG steel C-H (300-I. shear) stud 24" o.c. I —518" SHEETROCK Brand gypsum panels. Sealant FIRECODE C core U.S.G. CORP. NER 258 SCALE: NOT TO SCALE Design No. U437 Nonbearing Wall Rating -1 or 2 HR. (See Item 5) Horizontal Section 7-7 0 Oat/ J O I /� Vertical Section 1. Floor and Ceiling Runners — "J"-shaped runner, min 4 in. deep with unequal legs of 1 in. and 2 in., fabricated from 20 MSG galv steel. Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and spaced no more than 24 in. OC. 2, Vertical Runners — "J"-shaped runner, min 4 in. deep with unequal legs of 1 in. and 2 in., fabricated from 20 MSG galv steel. Vertical runners positioned at each end of the wall with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and spaced no more than 24 in. OC. 3. Steel Studs — "C-H" -shaped studs, min 4 in. deep, with 1-1/2 in. wide flanges, fabricated from 20 MSG galv steel. Installed horizontally, with the "C" section of the studs facing down, friction fitted in the vertical "J"-shaped runners resting upon 2 by 2 in. by 20 ga. steel angles which are fastened to the side "J"-shaped runners. Studs cut to lengths to allow a 3/8 to 1/2 in. gap at each end of the wall, and spaced vertically 24 in. or 600 mm OC. As an option, the studs may be screw attached to the side "J"-shaped runners. A total of four 112 in. long pan -head steel screws are to be installed, one at each end of the stud on each side of the wall. 4. Gypsum Board* —1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. or 600 mm (for metric spacing) widths. Panels cut to lengths 1 in. less than the width of the wall. Once between the vertical "J"-shaped runners, the panels are centered to split equally at each end the 1 in. gap. Installed horizontally, with the long edges inserted in the "H" section of the "C-H"-shaped studs. The top edge of the liner panel shall be cut 1 in. less than opening height to allow installation past the 1 in. leg of J-runner. Free edge of panels attached to the long leg of the top and bottom "J" -runners with 1-5/8 in. long Type S or S-12 steel screws spaced no more than 12 in. OC. The width of the wall is limited to the length of the liner panels (no butt joints in the liner panels). CANADIAN GYPSUM COMPANY — Type SLX UNITED STATES GYPSUM CO — Type SLX USG MEXICO S A DE C V — Type SLX 5. Gypsum Board* — 518 in. thick, 24 to 54 in. wide gypsum panels applied vertically in one (1-hr system) or two (2-hr system) layers. Vertical joints between panels need not be backed by framing. Vertical joints between layers staggered a minimum of 12 in. Horizontal joints centered over studs and staggered a minimum of 24 in. in adjacent courses and 24 in, between layers. 1-Hr System: Single layer attached to studs and vertical and horizontal "J"-shaped runners with 1 in. long Type S or S-12 steel screws spaced 8 in. OC. Joints covered with paper tape and joint compound. Exposed screw heads covered with joint compound. Joint tape and compound may be omitted when square edge panels are used. 2-Hr System: Base or inner layer attached to studs and vertical and horizontal "J"-shaped runners with 1 in. long Type S or SA 2 steel screws spaced 12 in. OC. Outer or face layer attached to studs and vertical and horizontal "J"-shaped runners with 1-5/8 in. long Type S or S-12 steel screws spaced 8 in. OC. Outer layer joints covered with paper tape and joint compound. Exposed screw heads covered with joint compound. Joint tape and compound may be omitted when square edge panels are used. CANADIAN GYPSUM COMPANY — Type AR, IP-AR, IP-X1, SCX or WRX UNITED STATES GYPSUM CO — Type AR, IP-AR, IP-X1, SCX, WRX or FRX-G USG MEXICO S A DE C V — Type AR, IP-AR, IP-X1, SCX or WRX 6. Batts and Blankets* — (Optional - Not shown) — Mineral wool or glass fiber batts partially or completely filling stud cavity. Any mineral wool or glass fiber batt material bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. *Bearing the UL Classification Mark UL DESIGN NO. U437 I SCALE: NOT TO SCALE Design No. U905 Bearing Wall Rating -- 2 Hr. Nonbearing Wall Rating -- 2 Hr. �14— — — — — — — — — — — — — — — — — — — — — n o. 0 3 Min. 2 4 Horizontal Section 1. Concrete Blocks* -- Various designs. Classification D-2 (2 hr). See Concrete Blocks category for 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 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr. to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill -- 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 2 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 *Bearing the UL Classification Mark UL DESIGN NO. U905 I SCALE: NOT TO SCALE Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM WWW.FWBARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR. WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 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'WP' DENOTES WEATHERPROOF TYPE. ® FIRE ALARM STROBE ® FIRE ALARM MANUAL STATION OFE SURFACE MOUNTED FIRE EXTINGUISHER g FEC SEMI -RECESSED FIRE EXTINGUISHER CABINET FCP FIRE ALARM CONTROL PANEL ANN FIRE ALARM SYSTEM EMERGENCY LIGHT 4 WALL MOUNTED EMERGENCY LIGHT FIXTURE EXTERIOR WALL SCONCE WITH BATTERY BACK-UP 1/2-HOUR FIRE RATED CEILING ASSEMBLY - USG CORP 1-HOUR FIRE RATED CEILING ASSEMBLY - U437 — — — — 1/2-HOUR FIRE RATED WALL - UL # U905 —•—•—•— 1-HOUR FIRE RATED WALL -UL#U905 — • • — - • — 2-HOUR FIRE RATED WALL - UL # U905 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: IN FOQFWBARCHITECTS.COM W W W.FW BARCH ITECTS.COM PH_ 863.688.1211 ® COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUTSPECIPC WRRTEN PERMISSION. ALL RIGHTS RESERVED. 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Ln in �[ m Z lD a rn mZ44Z — z 1 r9 Ld U Z I` W ix Q 2 [] It Q } J Z O I— W LLI _ U) U) I z O I- U LL.1 0 Z O W W Q 0 a(V M n CO r� N CD N N Co CD W H 0 L.L O O LL I- 0 Lu C�_ D _ (D O Z 0 Z Z Up O J JD D m Z Z F— z � Ln O W U) LLI Co U Q O N Qfu 0 = Z_ LL] M < } L1J LL / a_ a < LL J /) Q (0 N PROJ MGR: BY: ACK 17KD MAB JOB NUMBER: 21-19 SHEET NUMBER: LS1311 t GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR AND SHALL VERIFY AND COORDINATE ALL DIMENSIONS AND DETAILS BEFORE PROCEEDING WITH WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND ENGINEERS. 2. DETAILS SHOWN IN ANY SECTION APPLY TO ALL SIMILAR SECTIONS AND CONDITIONS UNLESS NOTED OTHERWISE. 3. CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORK IN PROGRESS UNTIL THE BUILDING IS COMPLETED. 4. ALL STRUCTURAL ITEMS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH APPROPRIATE PROVISIONS OF EACH OF THE FOLLOWING: A. THE FLORIDA BUILDING CODE, (SEVENTH EDITION) 2020. B. CI STANDARD 318-14 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. C. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (TMS 402-16). D. AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 360-16. E. NDS FOR WOOD CONSTRUCTION WITH 2O18 NDS SUPPLEMENT. F. ASCE 7-16 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". 5. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS AND THE ARCHITECTURAL AND MECHANICAL DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ARCHITECT PRIOR TO PERFORMING WORK. IN CASE OF CONFLICT THE MOST STRINGENT CONDITION SHALL APPLY. 6. ALL DIMENSIONS MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND WITH EQUIPMENT MANUFACTURER (I.E. WINDOW, DOOR, AIR HANDLER, ETC.). CONTRACTOR MUST OBTAIN AN ARCHITECTURAL DIRECTIVE IN CASE OF ANY CONFLICT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN IN STRUCTURAL DRAWINGS. 7. ROOFTOP EQUIPMENT ANCHORAGE & OUTDOOR RACK MOUNTED EQUIPMENT ANCHORAGE. ALL ROOF TOP EQUIPMENT CURBS, ROOF TOP MECHANICAL EQUIPMENT, EQUIPMENT TIE DOWNS, AND CONNECTIONS OF ALL EQUIPMENT TO OUTDOOR RACKS OR BUILDING STRUCTURE FOR WIND LOADING ARE TO BE DESIGNED AND ENGINEERED BY A REGISTERED SPECIALTY ENGINEER RETAINED BY THE MECHANICAL EQUIPMENT SUPPLIER. SIGNED AND SEALED DRAWINGS AND CALCULATIONS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. THE EQUIPMENT MANUFACTURER SHALL PROVIDE THE ATTACHMENT OF THE UNIT TO THE STRUCTURE AND SUBMIT TO THE ENGINEER LOADS, LOCATIONS, AND METHODS OF ATTACHMENT. THE STRUCTURAL ENGINEER WILL MAKE PROVISIONS IN THE DESIGN OF THE PRIMARY STRUCTURAL FRAME TO ACCOMMODATE THE LOADS AND ATTACHMENTS SUBMITTED BY THE MANUFACTURER. CONCRETE AND REINFORCING: 1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI-318". 2. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTHS AS INDICATED BELOW: CONCRETE MAX WATER TYPE STRENGTH CEMENT RATIO AGGREGATE LOCATION USED 5000 PSI 0.42 STONE CONCRETE U.N.O. 4000 PSI 0.45 STONE FOUNDATIONS 3000 PSI 0.52 STONE SLAB ON GRADE 3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60. ALL BARS SHALL BE SECURELY SUPPORTED AND WIRED IN PLACE. PRIOR TO POURING CONCRETE. ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706. 4. ALL WELDED WIRE FABRIC (W.W.F.) IN FLAT SHEETS ONLY AND SHALL CONFORM TO ASTM A-185. 5. UNLESS NOTED, ALL BARS MARKED CONTINUOUS SHALL BE SPLICED AT ALL LAP POINTS AND CORNERS AND DEVELOPED AT NON -CONTINUOUS ENDS AS PER TYPICAL DETAILS. SPLICE CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AND SPLICE CONTINUOUS BOTTOM BARS AT SUPPORTS. 6. CONCRETE COVER FOR REINFORCING BARS SHOWN IN TYPICAL DETAILS. 7. UNLESS NOTED, TEMPERATURE REINFORCING (ASTM A-615-60) TO BE 0.0018 X CONCRETE AREA. 8. PROVIDE #4 @ 12" O.C., WITH STANDARD HOOK, TOP BARS IN ALL SLABS AT DISCONTINUOUS ENDS UNLESS OTHERWISE NOTED ON PLANS. LENGTH OF BARS 1/4 OF SPAN, MINIMUM 3'-0". UNLESS OTHERWISE NOTED PROVIDE #4 @ 12" O.0 IN ALL CANTILEVERS. BAR LENGTH SHALL BE CANTILEVER SPAN PLUS 10'-0" PLUS STANDARD HOOK AT CANTILEVER ENDS. 9. WHERE PIPE SLEEVES (UP TO 2" IN DIAMETER) PASS THROUGH CONCRETE BEAMS, PROVIDE ADDITIONAL STIRRUP EACH SIDE OF SLEEVE, SLEEVES FOR PIPES 2" IN DIAMETER OR LARGER MUST BE STEEL OR CAST IRON, AND THE LOCATION MUST BE APPROVED BY THE STRUCTURAL ENGINEER. 10. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED JUST BEFORE PLACING NEW CONCRETE IN ACCORDANCE WITH THE BUILDING CODE. 11. FOR CHAMFER OF EXPOSED CORNERS OF BEAMS AND/OR COLUMNS, SEE ARCHITECTURAL DRAWINGS. 12. CONTRACTOR SHALL COORDINATE PLACEMENT OF, OR BOX OUT FOR, ALL PIPE SLEEVES, OPENINGS, ETC, REQUIRED FOR VARIOUS TRADES. 13. CONTRACTOR SHALL COORDINATE AND NOTIFY OTHER TRADES IN SUFFICIENT TIME TO ALLOW THEM TO SET ANCHORS, INSERTS, BOLTS, HANGERS, ETC., AS REQUIRED FOR THEIR USE. 14. SEE ARCHITECTURAL DRAWINGS FOR DETAILS OF FLASHING REGLETS, FASCIA DETAILS, ETC. 15. UNDER NO CIRCUMSTANCES SHALL CONCRETE BE PUMPED THROUGH ALUMINUM PIPES. CONCRETE SHALL NOT BE PLACED IN CONTACT WITH ALUMINUM, ALUMINUM MIXING DRUMS, TRUCK MIXERS, BUGGIES, CHUTES, CONVEYORS, TREMIE PIPES, AND OTHER EQUIPMENT MADE OF ALUMINUM SHALL NOT BE USED ON THIS PROJECT. 16. SLUMPS OF OVER 4 INCHES WILL NOT BE PERMITTED UNLESS THE HRWR ADMIXTURE (SUPER PLASTICIZER) IS USED. MAXIMUM SLUMP IS THEN 8 INCHES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 17. NO ADMIXTURE SHALL BE USED IN CONCRETE EXCEPT WITH THE PERMISSION OF THE ENGINEERS AND AFTER LABORATORY DESIGN MIX APPROVAL. ALL ADMIXTURES SHALL CONTAIN NO MORE CHLORIDE IONS THAN ARE PRESENT IN MUNICIPAL DRINKING WATER. 18. WATER REDUCING ADMIXTURE SHALL CONFORM TO THE ASTM C-494, TYPE A, AND SHALL BE USED IN ALL CONCRETE. 19. AIR ENTRAINING ADMIXTURE,SHALL CONFORM TO ASTM C260. AIR CONTENT OF CONCRETE SHALL BE USED AS FOLLOWS: A. FOR CONCRETE EXPOSED TO SOIL AND/OR WEATHER, 5%. B. FOR INTERIOR WALLS, COLUMNS, AND SLABS, 3%. 20. FLY ASH - ASTMC618, TYPE, C OR TYPE F SHOULD BE USED BUT NOT TO EXCEED 20% CEMENTITIOUS CONTENT. 21. ALL EXPOSED CONCRETE SHALL RECEIVE A CURING COMPOUND. THE CURING COMPOUND SHALL CONFORM TO ASTM C309 AND SHALL HAVE 30% SOLIDS MINIMUM. WATER/BLANKET CURING AS PER ACI RECOMMENDATION MAY BE USED AS ALTERNATE. GENERAL STRUCTURAL NOTES FOUNDATION NOTES: 1. FOUNDATIONS FOR THIS PROJECT HAVE BEEN DESIGNED ASSUMING THE SOIL IS SUITABLE TO SUPPORT 2000 PSF SPREAD FOOTINGS WITH SETTLEMENT NOT TO EXCEED 1/8". CONTRACTOR MUST CONTACT A GEOTECHNICAL ENGINEER TO DO A SOIL EXPLORATION WHICH MUST INCLUDE BORINGS AT A MINIMUM RATE OF ONE FOR EVERY 3000 SQUARE FOOT OF BUILDING BUT NOT LESS THAN TWO BORINGS. THE BORINGS MINIMUM DEPTH SHOULD BE TWENTY FIVE FEET (25'-01 OR TWICE THE LARGEST DIMENSION OF THE LARGEST FOUNDATION WHICH EVER IS GREATER. THESE REQUIREMENTS MAYBE MODIFIED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. A REPORT SIGNED AND SEALED BY A PROFESSIONAL GEOTECHNICAL ENGINEER MUST BE SUBMITTED TO MCE PRIOR TO ANY FOUNDATION WORK. 2. FILL AND SUBGRADE PREPARATION SHALL BE AS NEEDED TO OBTAIN THE SAFE BEARING PRESSURE INDICATED ON NOTE 1. ALL ORGANICS AND UNSUITABLE SOIL SHOULD BE REMOVED AND A MINIMUM OF 98% MUST BE OBTAIN UNLESS GEOTECHNICAL ENGINEER RECOMMENDATIONS ALLOW A LOWER PERCENT OF COMPACTION, 3. ALL COLUMN AND WALL FOOTINGS SHALL BE CENTERED UNDER COLUMN AND WALL CENTERLINES UNLESS OTHERWISE NOTED. 4. BACKFILLING AGAINST FOUNDATION WALLS SHALL BE DONE CAREFULLY WITH SMALL COMPACTION EQUIPMENT, AFTER SLABS ON GROUND ARE IN PLACE AND CONCRETE HAS SET. NO TRUCKS, BULLDOZERS, ETC. SHALL BE ALLOWED CLOSER THAN U-0" TO ANY FOUNDATION WALL. ANY WALL 3'-0" OR HIGHER MUST BE BRACED DURING THE CONSTRUCTION PROCESS. 5. NO FOUNDATIONS SHALL BE PLACED ABOVE 1 VERTICAL ON 2 HORIZONTAL SLOPES EXTENDED FROM THE CLOSEST EDGE OF ANY UNDISTURBED SOIL OR OTHER FOUNDATION STRUCTURE. BOTTOM OF FOOTINGS SHALL NOT BE LESS THAN V-0" BELOW EXISTING GRADE (U.N.O.). 6. FOR FOUNDATIONS SIZE AND REINFORCING SEE SCHEDULE. 7. CONTRACTOR SHALL TREAT SOIL BENEATH BUILDING FOR TERMITES. MASONRY: 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ASCE 7-16) / TMS 402-16. 2. MINIMUM NET COMPRESSIVE STRENGTH OF BLOCK ASSEMBLY SHALL BE 2000 P.S.I. (fm) MORTAR FOR MASONRY SHALL BE TYPE "S" OR "M". 3. FOR ALL EXTERIOR AND INTERIOR BEARING, BED JOINTS ARE TO 0 COVER 100 /o OF THE MASONRY SURFACES AND ALL HEAD JOINTS ARE TO COVER 100% OF THE PROJECTED AREA OF THE FACE SHELLS. 4. FILL ALL CELLS AS REQUIRED WITH 3000 P.S.I. GROUT. SLUMP SHALL BE 8 TO 11 INCHES. SUBMIT DESIGN MIX FOR APPROVAL. 5. MINIMUM HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE HOT DIP GALVANIZED TRUSS OR LADDER TYPE JOINT REINFORCING AT 16" O.C., PROVIDE MANUFACTURE "T' AND "L" SHAPES FOR INTERSECTIONS AND CORNERS, (MINIMUM LAP 8"). 6. MINIMUM VERTICAL REINFORCING SHALL BE (1)-#5 @ 48" OR (1)-#4 @ 32" O.C., (U.N.O.). 7. PROVIDE ADDITIONAL VERTICAL REINFORCING BAR AT EVERY CORNER, INTERSECTION, CONTROL JOINT, AND OPENING EDGES (U.N.O.). 8. MINIMUM SPLICE FOR VERTICAL REINFORCING IS SHOWN IN DETAIL 4-023, SPLICE FOR HORIZONTAL JOINT REINFORCING = 12". 9. WALLS ARE DESIGNED TO BE BRACED BY FLOOR OR ROOF MEMBERS, CONTRACTOR SHALL PROVIDE TEMPORARY BRACING DURING CONSTRUCTION. 10. ALL CELLS BELOW FIRST FLOOR FINISHED ELEVATION MUST BE FULLY GROUT FILLED. 11. ALL KNOCK OUT BLOCK HORIZONTAL BARS SHALL HAVE CORNER BARS AT ALL CORNERS AND WALL INTERSECTIONS. SIZE AND NUMBER OF CORNER BARS SHALL BE SAME AS HORIZONTAL BARS. 12. ALL INTERSECTING WALLS AND CORNER WALLS SHALL BE LAID IN AN OVERLAPPING MASONRY BONDING PATTERN, WITH ALTERNATE UNITS HAVING A BEARING OF NOT LESS THAN 3 INCHES ON UNIT BELOW. PRECAST CONCRETE FRAMING NOTES: 1. 8" PRECAST PLANK SUPPORTED ON CAST IN PLACE CONCRETE BEAMS. 2. SEE DRAWING S301 TO S403 FOR DETAILS AND SECTIONS. 3. FOR ROOF DRAIN LOCATION, SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. R.D. SHALL BE INDICATED ON SHOP DRAWINGS AND THEIR LOCATION APPROVED BY STRUCTURAL ENGINEER. 4. PRECAST SCHEDULE: MIN. 28 DAYS STRENGTH (PSI) COARSE AGGREGATE PLANK 5,000 STONE 5. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60. ALL REINFORCING BARS TO BE WELDED SHALL BE DEFORMED BARS CONFORMING TO ASTM A706, GRADE 60. WELDING OF REBARS SHALL BE IN ACCORDANCE WITH AWS D12.1 "REINFORCING STEEL WELDING CODE". ALL BARS SHALL BE SECURELY SUPPORTED AND WIRED IN PLACE PRIOR TO POURING CONCRETE. 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRECAST COMPONENTS FOR REVIEW BY THE STRUCTURAL ENGINEER BEFORE PRODUCTION. DRAWINGS SHALL BE SIGNED AND SEALED BY FLORIDA P.E. 7. THE CONTRACTOR SHALL CHECK ARCHITECTURAL, MECHANICAL AND ELECTRICAL PLANS TO VERIFY SIZES AND LOCATIONS OF ALL OPENINGS, REVEAL, DRIPS, BLACKOUTS, INSERTS, ETC. CAST INTO PRECAST MEMBERS. 8. THE ERECTION WORK AND STRUCTURAL STABILITY DURING THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. PRECASTER SHALL MAINTAIN FIRE RATING AS INDICATED IN CONSTRUCTION TYPE ON THE ARCHITECTURAL DRAWINGS. THIS SHALL BE MAINTAINTED AT ALL PANEL JOINTS, CONNECTIONS, SUPPORTS, AND RELATED ELEMENTS. STEEL ROOF DECK: 1. STEEL ROOF DECK SHALL BE A MINIMUM OF 1-1/2" - 20 GAUGE WIDE RIB FOR SPANS UP TO 6'-0" OR 3" TYPE N - 20 GAUGE FOR SPANS UP TO 12'-0". THE SIZE, TYPE AND GAUGE INDICATED ABOVE SHOULD BE USED UNLESS A DIFFERENT ONE IS INDICATED IN THE ROOF FRAMING NOTES OF THE ROOF PLAN DRAWING. 2. ALL STEEL ROOF DECK SHALL BE GALVANIZED G90 AS PER ASTM SPECIFICATIONS. 3. ALL STEEL ROOF DECK SHALL BE CAPABLE OF SUPPORTING ALL CONSTRUCTION LOADS. 4. ALL STEEL ROOF DECK SHALL BE CONTINUOUS OVER FOUR OR MORE STRUCTURAL SUPPORTS (I.E. DECK SHOULD BE DETAILED FOR A THREE SPAN CONDITION.) 5. STEEL ROOF DECK SHALL HAVE NESTING SIDE LAPS (ATTACHED BY MECHANICAL MEANS). PROVIDE FASTENER LAYOUT AS PER TYPICAL DETAIL 5-305. 6. IF DECK IS CUT IN SINGLE SPAN CONDITION, EACH END OF SUCH SECTIONS SHALL BE WELDED TO ITS SUPPORT THROUGH WELDING WASHERS IN THE BOTTOM OF EACH RIB. 7. IN AREAS WHERE THE DECK IS CUT AS PER NOTE 6, THE GAUGE OF THE SINGLE SPAN DECK SHALL BE ADJUSTED UPWARDS AS REQUIRED BY THE ENGINEER TO SUPPORT THE LOADS. 8. ANY ELECTRICAL WORK WEIGHING MORE THAN 5 PSF OR 50 LBS CONCENTRATED SHALL BE HUNG FROM STEEL BEAMSMOISTS ONLY. FOR HANGERS, SEE SPECIFICATIONS. ALL MECHANICAL WORK AND PIPING SHALL BE HUNG FROM STEEL BEAMS/JOISTS. 9. METAL DECK CONTRACTOR TO PROVIDE 18 GAUGE RIDGE PLATE, VALLEY PLATE, EDGE STRIP, ETC., AS REQUIRED. 10. STEEL ROOF DECK SHALL BE WELDED AT ENDS AND ALL INTERMEDIATE SUPPORTING MEMBERS WITH 5/8" DIAMETER PUDDLE WELDS OR ELONGATED WELDS OF EQUAL STRENGTH SPACED PER SPECIFICATIONS IN THE BOTTOM OF THE RIB ACROSS THE WIDTH OF THE DECK UNIT. 11. CUT OUT METAL DECK WHERE BOLT PROJECTIONS INTERFERE WITH METAL DECK. 12. DIRECTION OF METAL DECK SHOWN THUS P_ ON PLAN. STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL WORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST A.I.S.C. SPECIFICATIONS. 2. STRUCTURAL STEEL SHALL CONFORM TO: WIDE FLANGE (WF) ASTM A992 (50 KSI) SHAPES (L,T,C,PL) ASTM A36 STRUCTURAL TUBE (HSS) ASTM A500 (46 KSI) STEEL PIPE (HSS) ASTM A500 (42 KSI) ANCHOR BOLTS ASTM F1554 (50 KSI) FRAMING BOLTS ASTM A325 OR A490 SHEAR STUDS ASTM A108 WELDING ELECTRODES E70XX 3. SHOP CONNECTIONS MAY BE WELDED OR HIGH STRENGTH BOLTED. ALL BOLTS SHALL BE 3/4" DIAMETER MINIMUM. ALL CONNECTIONS SHALL CONFORM TO THE TYPICAL CONNECTION DETAILS SHOWN ON THE PLANS UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. 4. ALL FIELD CONNECTIONS SHALL BE BOLTED WITH HIGH STRENGTH BOLTS, SLIP -CRITICAL (FRICTION) TYPE EXCEPT WHERE SLOTTED HOLES ARE SPECIFIED OR WHERE MOVEMENT OF THE CONNECTED MEMBERS IS EXPECTED. IN THESE CASES PROVIDE OVERSIZED WASHER, HAND TIGHTEN BOLTS, AND TACK WELD WASHER TO NUT TO VERIFY ASSEMBLY IS HELD TOGETHER. 5. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE, ANS01.1, ALL WELDING SHALL BE PERFORMED USING E70XX U.N.O. 6. CUTS, HOLES, COPINGS, ETC. REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN IN THE STRUCTURAL STEEL SHOP DRAWINGS AND SHALL BE MADE IN THE SHOP. HOLES SHALL BE REINFORCED AS REQUIRED BY THE ENGINEER. 7. BURNING OF HOLES, CUTS, ETC. IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED, EXCEPT WITH THE SPECIFIC APPROVAL OF THE ENGINEER. 8. LL STEEL MEMBERS EXPOSED TO THE EXTERIOR/WEATHER (SUCH AS LINTELS, DOOR JAMBS, ETC.) OR PERMANENTLY IN UNCONDITIONED SPACE SHALL BE HOT DIPPED GALVANIZED. 9. FOR MISCELLANEOUS STEEL, SEE ARCHITECTURAL DRAWINGS. 10. ANY STEEL MEMBERS REQUIRED BY THE ELECTRICAL OR MECHANICAL TRADES FOR THE SUPPORT OF THEIR EQUIPMENT, WHICH ARE NOT SHOWN ONARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE PROVIDED BY THE TRADE REQUIRING SUCH SUPPORT. 11. SEE SPECIFICATIONS FOR PAINTING OF STRUCTURAL STEEL. ALL FABRICATION AND ERECTION MARKS SHALL BE COVERED DURING FIELD TOUCH-UP PAINTING. 12. WHEN STEEL MEMBERS ARE WELDED TO EMBED PLATES IN CONCRETE, WELDING PROCESS SHOULD BE PERFORMED IN SUCH WAY THAT EMBED PLATE DOES NOT OVERHEAT AND EXPAND. SUCH EXPANSION WILL CRACK THE CONCRETE SURROUNDING THE EMBED PLATE AND MAY WEAKEN THE STRUCTURAL CAPACITY OF THE CONNECTION. WE RECOMMEND TO PROVIDE SEVERAL SINGLE PASSES TO BUILT UP THE WELD SIZE REQUIRE WITH COOLING OFF PERIODS TO AVOID THE EMBED PLATE EXPANSION. UNDER NO CIRCUMSTANCES PROVIDE MORE THAN 6" OF 1/4" WELD WITHOUT ALLOWING A COOLING OFF PERIOD. 13. EXPOSED ENDS OF STRUCTURAL TUBES OR PIPES SHALL BE CAPPED WITH A MINIMUM 1/4" PLATE U.N.O. POST -INSTALLED ANCHORS 1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. SPECIAL INSPECTIONS ARE REQUIRED PER THE PROVISIONS SET FORTH BELOW. CONTRACTOR TO CONTACT MANUFACTURER'S REPRESENTATIVE FOR PROPER PRODUCT INSTALLATION TRAINING ON INITIAL ANCHORS. 2. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. 3. EXPANSION ANCHORS SHALL BE STUD TYPE WITH A SINGLE PIECE OF THREE SECTION WEDGE AND ZINC PLATED IN ACCORDANCE WITH ASTM B633. THE ANCHORS SHALL MEET FEDERAL SPECIFICATION FF-S-325, GROUP II, TYPE 4, CLASS I FOR CONCRETE EXPANSION ANCHORS. ANCHORS SHALL BE HILTI KWIK BOLT 3 AS SUPPLIED BY HILTI INC. TULSA OKLAHOMA. ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH HILTI CARBIDE TIPPED DRILL BITS OR MATCHED TOLERANCE DIAMOND CORE BITS. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. 4. INJECTED ADHESIVE ANCHORS SHALL BE USED FOR INSTALLATION OF THREADED RODS. ADHESIVE SHALL BE FURNISHED IN A SIDE BY SIDE REFILL PACK WHICH KEEP COMPONENT A AND B SEPARATE. INJECTION ADHESIVE SHALL BE HILTI HIT HY 200 AS SUPPLIED BY HILTI INC. TULSA OKLAHOMA. ANCHOR RODS MEET ASTM F1554 (36 KSI). NUTS AND WASHERS SHALL BE FURNISHED TO MEET THE REQUIREMENTS OF AN ASTM F1554 (36 KSI) STEEL ROD. SHOP DRAWINGS: 1. NO STRUCTURAL DRAWINGS SHALL BE REPRODUCED FOR USE AS SHOP DRAWINGS. 2. ALL DIMENSIONAL COORDINATION SHALL BE DONE BY THE CONTRACTOR AND/OR HIS DETAILER. 3. DETAILER SHALL CHECK ALL ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL ATTACHMENTS, CLIPS, OPENINGS, OR DUCT WORK AFFECTING STRUCTURAL MEMBERS. ALL ITEMS SHALL BE SHOWN ON SHOP DRAWINGS. 4. ALL SHOP DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY IN PDF FORMAT. DISTRIBUTION AS PER ARCHITECT INSTRUCTIONS. 5. PROVIDE SUFFICIENT SPACE ON SHOP DRAWINGS NEAR TITLE BOX (ABOUT 40 SQUARE INCHES) FOR STAMPS AND ENGINEERS COMMENTS. 6. THE SHOP DRAWINGS SHALL BEAR INITIALS OF DETAILER'S CHECKER AND CONTRACTOR PRIOR TO SUBMISSION. 7. COMPLETED ERECTION PLANS SHALL BE SUBMITTED PRIOR TO OR IN CONJUNCTION WITH DETAIL DRAWINGS. BUT IN NO CASE SHALL DETAIL DRAWINGS BE SUBMITTED PRIOR TO ERECTION PLANS. 8. DETAILER SHALL SUBMIT AN INDEX OF THE DETAIL DRAWINGS WITH EACH SHOP DRAWING SUBMITTAL. 9. SHOP DRAWINGS NOT COMPLYING WITH ALL THE ABOVE ITEMS SHALL BE RETURNED FOR CORRECTIONS WITHOUT PROCESSING. 10. RESUBMITTED SHOP DRAWINGS SHALL HAVE THE FOLLOWING CHANGES INCORPORATED: FIRST RESUBMISSION TO HAVE LETTER "A" ADDED TO DRAWING A. NUMBER AND ANY CHANGES MARKED ON THE DRAWING MARKED 1 AT EACH ITEM CHANGED. ALL ITEMS TO BE NOTED IN REVISION BOX. B. SUBSEQUENT RESUBMISSION SHALL BEAR CHANGES "B" AND 2 AND 3 ETC. AS IN 11A. 11. CONTRACTOR SHALL HAVE SHOP DRAWINGS WHICH HAVE BEEN SATISFACTORILY REVIEWED BY THE ARCHITECT AND/OR ENGINEER AND CONFIRMED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. 12. DETAILER SHALL USE THE SAME STRUCTURAL ELEMENTS NUMBERS IN HIS DETAILS AS THOSE SHOWN ON CONTRACT DRAWINGS. 13. SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOULD BE SUBMITTED TO MCE WITH A MINIMUM TIME TO BE REVIEWED OF 10 WORKING DAYS. IN CASE OF A LARGE SUBMITTAL OR MORE THAN ONE SUBMITTAL FOR THE SAME PROJECT, AN ADDITIONAL WORKING DAY IS REQUIRED FOR EVERY 5 DRAWINGS/SHEETS OVER 30 DRAWINGS/SHEETS. THE TIME INDICATED ABOVE IS FOR MCE REVIEW ONLY, CONTRACTOR MUST INCLUDE ENOUGH TIME FOR DELIVERY, ARCHITECTURAL REVIEW, AND OWNERS REVIEW AND WORK THIS TIME IN THE PROJECT SCHEDULE AS NEEDED. 14. THERE SHALL BE NO DEVIATION FROM THESE CONSTRUCTION DOCUMENTS. IF ANY CHANGES ARE PROPOSED BY THE CONTRACTOR OR THE PROVIDER OF THE SHOP DRAWINGS THEY SHOULD BE CLEARLY INDICATED, SIGNED AND SEALED DRAWINGS AND CALCULATIONS BY A FLORIDA PROFESSIONAL ENGINEER MUST BE PROVIDED. ANY CHANGES WITHOUT PROPER DOCUMENTATION INDICATED ABOVE WILL RESULT IN SOME REVISIONS BY THE ENGINEER OF RECORD AND/OR ARCHITECT. THE COST FOR THESE REVISIONS INCLUDING ENGINEER AND ARCHITECTURAL FEES SHALL BE PAID BY THE CONTRACTOR. DELEGATED DESIGN 1. SELECT SCOPE ITEMS IN THE PROJECT ARE CUSTOM DESIGNED AND ENGINEERED, THE ENGINEERING RESPONSIBILITY IS DELEGATED TO THE CONTRACTOR AND RELATED SUBCONTRACTORS. 2. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR SUCH ELEMENTS DESIGNATED TO BE DESIGNED BY A DELEGATED ENGINEER. 3. DELEGATED ENGINEERING WILL ADDRESS ALL LOADING REQUIREMENTS INCLUDING WIND PRESSURES IN ACCORDANCE WITH THE LATEST FLORIDA BUILDING CODE. REFER TO THE COMPONENTS AND CLADDING PRESSURES PROVIDED FOR DESIGN PRESSURES ELEMENTS SHALL BE IN CONFORMANCE WITH. 4. DELEGATED ENGINEERED DRAWINGS SHALL DEFINE MATERIAL THICKNESS, SIZING, CONNECTIONS, ETC. OF THE SUBMITTED SYSTEM. 5. DELEGATED ENGINEERED DRAWINGS AND CALCULATIONS WILL BE REVIEWED AS PART OF THE SUBMITTAL PROCESS. 6. BUILDING COMPONENTS THAT ARE NOT SPECIFIED AS DELEGATED TO OTHER ENGINEERS SHALL BE SUBMITTED WITH APPROPRIATE FLORIDA PRODUCT APPROVAL INFORMATION IN THE SUBMITTAL. WHERE A FLORIDA PRODUCT APPROVAL DOES NOT EXIST FOR A COMPONENT REQUIRING APPROVAL, THE DESIGN SHALL BE DELEGATED TO AN ENGINEER ON THE CONTRACTOR'S TEAM. STRUCTURAL SHEET INDEX Sheet Number Sheet Name S101 GENERAL STRUCTURAL NOTES S102 WIND DESIGN DATA AND LOAD SCHEDULE S201 FOUNDATION PLAN S202 SLAB ON GRADE PLAN S203 2ND FLOOR FRAMING PLAN S204 3RD FLOOR FRAMING PLAN S205 ROOF FRAMING PLAN S301 TYPICAL DETAILS S302 TYPICAL DETAILS S303 TYPICAL DETAILS S304 TYPICAL DETAILS S305 TYPICAL DETAILS S306 TYPICAL DETAILS S401 SECTIONS AND DETAILS S402 SECTIONS AND DETAILS S403 SECTIONS AND DETAILS S404 SECTIONS AND DETAILS TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE MASTER CONSULTING ail ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 © COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@F W BARCH ITECTS.COM WW W. FW BARC H ITECTS.COM PH. 863.688.1211 ®COPYRIGHT 2021 FURR, WEGMAN &BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE Of THIS DRAWING IS AUTHORIIED WITHOUTSPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. �OOOp�O bob L00 �4go�o� P�°0 a ��•��CEIVS•-.'� F .0`0� oO� 81 '*o o o S EOF :441� _O 00Q QDBO ROBERT L. BELL, P.E. FL. LIC. No. 74081 J z 0 w w 0 z 0 a U U) w 0 z 0 U) w w Q 0 a N M E0 1,01 ti N O N N 00 O LLI Q 0 W LU �.- U) O z z w _J Q U w z o V� O J� :D zZ W O J (D M U Q 0 L- 8 O 1z CA � = ZJ O W 0 = Z m Q ; LLI W v v! Q coo N a PROJ MGR: D BY: F JOB NUMBER: 21-19 SHEET NUMBER: S101 D 6' - 8" 6' - 811 Wind Zone - North / South Elevation SCALE: 1/8" = 1'-0" 6'-811 5 Wind Zone - East/West Elevation SCALE: 1/8" = 1'-0" EO LOAD SCHEDULE: ROOF: DEAD LOAD METAL DECK JOIST = 15 PSF ROOFING/INSULATION = 4 PSF MECHANICAL/HVAC = 4 PSF x PLUMBING/ELECTRICAL/SPRINKLERS = 7 PSF MISC. = 5 PSF 35 PSF LIVE LOAD = 20 PSF 55 PSF FLOOR: DEAD LOAD 8" PRE -CAST PLANK W/ 2" TOPPING = 86 PSF PARTITION = 20 PSF MECHANICAL/HVAC = 3 PSF PLUMBING/ELECTRICAL /SPRINKLERS = 7 PSF MISC. = 10 PSF 126 PSF LIVE LOAD ROOMS = 40 PSF CORRIDORS = 100 PSF STAIRS = 100 PSF 4u .'•'. .i �::./f,:f: :�i' l fks"fi:£!wf:G:::..:..:.:.v:..„n:l.:..i X.ii�f`c,W:i'wF.`r:.F:::..";?1.::::fi.`ism..::F..S,F'...v'�Ca!9H:Y'%1(:::�::..3:N�'/:f..<6 .` WIND DESIGN DATA: CODE: ASCE 7-10 FLORIDA BUILDING CODE, (SIXTH EDITION) 2020. BASIC WIND SPEED 146 mph (Vult) 113 mph (Vasd) CATEGORY (RISK) III EXPOSURE C BUILDING HEIGHT 35ft. ENCLOSURE CLASSIFICATION ± 0.18 * GLAZED OPENINGS IN RISK CATEGORY II, III, IV LOCATED IN HURRICANE PRONE REGIONS SHALL BE PROTECTED IN ACCORDANCE WITH FBC 2020 SEC. 1609.1.2 COMPONENTS AND CLADDING (ULTIMATE) UPLIFT PRESSURE SCHEDULE MAIN ROOF PATTERN ZONE EFFECTIVE WIND AREA 10 SQ. FT. 20 SQ. FT. 50 SQ. FT. 100 SQ. FT. 500 SQ. FT. �K 1O +19 PSF/-76 PSF +18 PSF/-71 PSF +17 PSF/-65 PSF +15 PSF!-60 PSF +15 PSF/-48 PSF l` 2 +19 PSF/-100 PSF +18 PSF/-94 PSF +17 PSF/-85 PSF +15 PSF/-80 PSF +15 PSF/-64 PSF 3O +19 PSF/-137 PSF +18 PSFA124 PSF +17 PSF/-107 PSF +15 PSF/-94 PSF +15 PSF/-64 PSF <` + + + + ov -126 PSF -116 PSF -100 PSF -87 PSF -87 PSF k:. ✓, ? /l� �': � '«:tr•:": <''/'s . f. iv.,:.,�.ex ..e. '...... .l7 Fi,.,...,, x..., < ..',<:': r ':.::::.:5'e:: "' ` ...,.<.,,.,..f,.r»�c u:.,�£<:SxGs:'.,sa.� "3., a ):` ¢<>;,;" t••.uc.<: G. u.. H.cx:.<;.,w3:' ri e. .. .6.`�"i'%l �d '::` fS3/ d.lu, , .. < <, .., < . .,.,,u : �e e.,,,..,,,, : , s. ff F /T :'.L•'nll,: t t .i:5'$:,, COMPONENTS AND CLADDING DESIGN WIND PRESSURE (ULTIMATE) FOR WALLS, DOORS & WINDOWS EFFECTIVE WIND AREA PATTERN ZONE 10 SQ. FT. 20 SQ. FT. 50 SQ. FT. 100 SQ. FT. 500 SQ. FT. �4 +44 PSF/-47 PSF +42 PSF/-45 PSF +39 PSF/-43 PSF +37 PSF/41 PSF +33 PSFA37 PSF 5O +44 PSF/-58 PSF +42 PSF/-54 PSF +39 PSF/49 PSF +37 PSFA45 PSF +33 PSF/-37 PSF ,c,.i,>fi.,d„_c ,i�iu >fl .,:.. N,!fu'w`y':. r,7G. "' : <.`.�`.�%...<f�.Y�.✓<li`)"f.F %/,:..,. NOTE: 1. ALL EXTERIOR DOORS & WINDOW ASSEMBLIES SHALL SATISFY THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (SIXTH EDITION 2020, SECTION 1709.5). ALL CONNECTIONS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE. 2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. 3. ALL WIND PRESSURE VALUES INDICATED ARE IN POUNDS PER SQUARE FOOT (PSF). MULTIPLY ULTIMATE WIND PRESSURE BY 0.60 FOR ASD PRESSURE. 6'-8" 5 TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE MASTER CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAJNED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 © COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM WW W.FWBARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. fl fl 0 Qd�� �Q�000p�00040L40tlfl Q ° d O • • • 0 81 � r �* *o P O P O Q 0 Q • •t// 6 0�0 �. ST T OF �a © Q °°Q w\•••A, 40 Z� �P••: �?a p©�0 QD�O NA 0��4 400400 ROBERT L. BELL, P.E. FL. LIC. No. 74081 J z O H w w 1 z O I.NL L.L U rA W 0 z O U) w w Q 0 ar N co "' L" CO 1` r N O N N 00 O w 0 W U U) 0 O z J Z w 0 � U Q Z o � 0 Z U Z (D zZ � o WW Cl) 0O2 U 0 wC o 07 J O _ o= Z 00 � � w a _ �^ W Q (0 N a PROJ MGR: CKD BY: JOB NUMBER: 21-19 SHEET NUMBER: S102 0 Sim. I S1 SIM. S1 1 I Ill,S4011 I W8-5-16S I i I S401 2WF6.0 -2'-0_') -- 1---------r---------------- i------------------------r----------- - ------ i---------r----� I '------r-------r-------- i------�-, I I 1 ----�- I>: I I I I Ir----)--------------- r--------- - - - - - - - - - - - - ---------------------- 1 r-----------L--,>-r----�---- --------- -----1 I LOILLI 1 T I I _2 ,_ ,. I I _2 ,_ „ I 1 .. I 1 I c5 _2 ,_ .. 1 1(-2 -0) I I(0) I I(0) ( I(-2 -0) (-2 -o.T )I (0) -S.F.-S.F. �- +-S.F. �- -S.F. S.F. I I I S.F. S.F.-�- -� " 1(-1'-4��) 01 I(-1'-4") o) (-1'- 4" 01 1(-1'-4") (-1'-4")1 1 I I (-1'-4")1 1 (-1'-4")1 I s5 sln� I I I �, �I I �I I I I I I I I I 1 I 1 0 �° �°u- LID N S403 � N � N1 I � N I I S3 I 31 I I I I I NI I I �3co CID I I I I I s401 I I ws-5-16s I I O 3CD 0 3 I I I c6 2F8.0 I I I I I 3 1 �----J L-------------j L--- - - - - - - - - - - - - - - - - - - - - - - - - - - 2W-- - - - - - - - j L------�---- J---f--Z----�------- - - - - - - - I----J I 1 I I I I -� I I I I I I I I I 1 oI r-___-�_-____________-_� -_- _________________-_-____________________-__-______�____z _ r____�._______ ______-_�-_ I s2 I L-----1I ----------------�-----------------------�----------------------------------I i t , r--,---I r--,---i r--T- S01 LIDc13 6" W8-5-1 S s _---L--a-�-I- -� - - I -C1---IL OOC3 III _ sI �I L -II -OC-7 J I I OLCC-190 -II --J I LOCC-1121 -III --J L ---------------r-- ----------------------------------- 2W.n 2F8.0 2F8.0 '�r11ICr15 2F8o 2F8.0 FB.o ri C14 co m 6-4co3I 2F6.0 L6 F6.0 �1I1 /S6 I � cos - -- - - - -- - - -- - - - - - - - ---- - -- - - ------ - - - - s 50o u�- 5 04 LCqu-C8 F9.0 Sir.2F8.0 2F9.0 2F9. 22F8.0 2F8.0 -r -1r r I 1 I 1 1 1I Ii SS401 1 SIII W8-5-16S II S5401 1 I , I I I I ST I I I I I I I ) 5 WL------_1 _7 2WF6.0 L--I--J L__ F51I 0 _- --J L -J LJ IM. 4S404 7 S, J 1 FOUNDATION PLAN S201 J SCALE: 1/8" = 1'-0" FOUNDATION PLAN NOTES: 1. FOR TYPICAL FOUNDATION PLAN DETAILS, SEE DRAWINGS S301. 2. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S101. 3. FOR FOOTING SIZE AND REINFORCING, SEE SCHEDULE ON THIS DRAWING. 4. ( ) DENOTES TOP OF FOOTING ELEVATION. 5. TOP OF FOOTING: ELEVATION @ INTERIOR = (-1' - 4") TYPICAL U.N.O. ELEVATION @ EXTERIOR = (-1' - 4") TYPICAL U.N.O. 6. FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL DRAWINGS. 7. TYPICAL WALL REINFORCING SCHEDULE: A. FOR CMU EXTERIOR WALL REINFORCING, SEE SCHEDULE THIS SHEET. B. w INDICATES ADDITIONAL (1) VERTICAL IN GROUT FILLED CELL. C. PROVIDE ADDITIONAL (1) VERTICAL IN FIRST (2) CELLS EACH SIDE OF ALL WALL OPENINGS, CORNERS AND INTERSECTIONS. ®L -1■L ❑ M MI IM IN El Ill M ❑ ❑❑ WALL OPENING CORNER INTERSECTION 8. COLUMN DESIGNATION SHOWN THUS O ON PLAN. FOR SIZE AND REINFORCING SEE SCHEDULE ON DRAWING S301. T/COLUMN ELEVATION C1 COLUMN TYPE 9. ALL CMU WALLS SHALL BE REINFORCED AS SHOWN ON PLAN WITH DOWELS TO MATCH, U.N.O. ALL CELLS AT REINFORCING LOCATION SHALL BE FILLED WITH GROUT. PROVIDE INSPECTION/CLEANOUT HOLE AT BASE WHEN POUR HEIGHT IS GREATER THAN 4'-0". 10. WHERE FOOTING MARK NUMBER HAS A SUFFIX B, I.E., WF5.013, THE REINFORCING INDICATED SHALL BE APPLIED TO BOTTOM OF FOOTING ONLY. 11. MASONRY CONTROL JOINT SHOWN THUS -4 MCJ ON PLAN. MAXIMUM SPACING OF JOINTS = 24'- 0", COORDINATE LOCATION WITH ARCHITECTURAL WALL ELEVATIONS. DO NOT LOCATE A MCJ CLOSER THAN 24" TO ANY CMU OPENING. WALL FOOTING SCHEDULE (2000-PSF) MARK* WIDTH THICKNESS TOP & BOTT. REINF. CONT. TOP & BOTT. REINF. TRANSV. REMARKS 2WF5.0 5' - 0" 1' - 6" 645 #5 @ 14" 2WF6.0 6' - 0" 1' - 6" 746 #6 @ 12" 2WF7.5 1 7' - 0" 1' - 6" 746 #6 @ 12" COLUMN FOOTING SCHEDULE MARK* LENGTH WIDTH THICKNESS TOP S BOTT. REINF.* EA. WAY U.N.O. REMARKS 2F6.0 6' - 0" 6' - 0" 1' - 6" 546 STD ACI HOOK 2F8.0 8' - 0" 8' - 0" 1' - 6" 746 STD ACI HOOK 2F9.0 9' - 0" 9' - 0" 1' - 6" 946 STD ACI HOOK WALL SCHEDULE TYPE DESCRIPTION W8-5-16S 8" CMU WALL REINF. W/ #5 AT 16" O.C. W12-5-32S 12" CMU WALL REINF. W/ #5 AT 32" O.C. THICKENED SLAB SCHEDULE MARK* SIZE THICKNESS TOP & BOTT.* REINF. CONT. TOP S BOTT.* REINF. TRANSV. REMARKS TS-1 1' - 0" x CONT. 1' - 0" (2)-#5 N/A TS-2 2'- 0" x CONT. 1' - 4" (3)- #5 #4 @ 24" O.C. " WHERE FOOTING MARK NUMBER HAS A SUFFIX B, . I.E., WF5.013, THE REINFORCING INDICATED SHALL ,. BE APPLIED TO BOTTOM OF FOOTING ONLY. TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE MASTER CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 © COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO @F W BARC H ITECTS.COM W W W. FW BARC HITECTS.COM PH. 863.688.1211 0 COPYRIGHT2D21 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARETHE SOLE PROPERTY OF FURR, WEG MAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUTSPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. o�°°°000ao0 L4p��QQO ��..`*- 0000 a��•�•\ C E NSA •e�a��0 0b 74 1 �)3' S EOF P ooa�n%.. b OpQ4�t� ROBERT L. BELL, P.E. FL. LIC. No. 74081 J z O H LEI uj x Tn U) m H I z O o_ 0 Tn Lu 0 z O Lu Lu Q 0 N O N ti N 00 O 6i Q 0 H W Z O o Z VO o J J U �^ m p Z I- Z O U) 0 w Q �- o Q O�2 Z Z 0- mQ 2w Fn>CO w O > 0) a 2 LL �/ J Q N 0- PROJ MGR: CKD BY: JOB NUMBER: 21-19 SHEET NUMBER: S201 a 186'-0" .1 11'-4" 1 26'-0" 1 37'-4" 1 37'-0" 1 13'-4" 1 12'-011 1 12'-0" 1 12'-0" 1 13'-8" 1 11'-4" .l 1 SLAB ON GRADE PLAN S202 SCALE: 1/8" = 1'-0" SLAB ON GRADE PLAN NOTES: 1. SLAB ON GRADE TO BE 4"-THICK NORMAL WEIGHT CONCRETE OVER VAPOR BARRIER ON COMPACTED SUB -BASE AS PER GEOTECHNICAL REPORT. REINFORCED WITH 6"x6"-W2.9xW2.9 W.W.F. (FLAT SHEETS) CENTERED IN SLAB. 2. SUPPORT WELDED WIRE FABRIC WITH 2" SLAB BOLSTER OR APPROVED EQUAL @ 2'-0"(±) O.C. BOTH WAYS. USE OF CONCRETE BRICK IS NOT ALLOWED. 3. VAPOR BARRIER REQUIREMENTS/APPLICATION/INSTALLATION SHALL BE DONE AS PER ARCHITECTURAL OR MOISTURE CONSULTANT DOCUMENTS AND RECOMMENDATIONS. AT A MINIMUM, VAPOR BARRIER SHALL CONFORM TO ASTM E-1745 , MEETS OR EXCEEDS CLASS "B". VAPOR BARRIER INSTALLATION SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS AND ASTM E 1643-98. 4. TOP OF SLAB ELEVATION SHOWN THUS = ON PLAN EQUALS REFERENCE EL., FOR ACTUAL EL., SEE CIVIL DRAWINGS. 5. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S101. 6. FOR FLOOR SLAB DEPRESSION LOCATIONS AND LIMITS NOT SHOWN ON PLAN SEE ARCHITECTURAL DRAWINGS. 7. FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL DRAWINGS. 8. COLUMN DESIGNATION SHOWN ON PLAN. FOR SIZE AND REINFORCING SEE SCHEDULE ON DRAWING S000. T/COLUMN ELEVATION C1 COLUMN TYPE 9. COORDINATE LOCATION OF (CJ) CONTROL JOINTS (SAWCUTS & TOOLED JOINTS) AT WALKWAY SLABS WITH ARCHITECTURAL DRAWINGS. CONTROL JOINTS EXPOSED TO WEATHER SHALL BE TOOLED JOINTS SEE TYPICAL DETAIL 3-201. 10. ALL CMU WALLS SHALL BE REINFORCED AS SHOWN ON PLAN WITH DOWELS TO MATCH, U.N.O. ALL CELLS AT REINFORCING LOCATION SHALL BE FILLED WITH GROUT. PROVIDE INSPECTION/CLEANOUT HOLE AT BASE WHEN POUR HEIGHT IS GREATER THAN 4'-0". 11. RAIN LEADER SHOWN THUS 0 R.L ON PLAN. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATIONS. 12. GENERAL CONTRACTOR TO COORDINATE LOCATION OF ALL WALL PENETRATIONS REQUIRED FOR MECHANICAL EQUIPMENT AND PROVIDE A PRECAST LINTEL AT ALL OPENINGS. 13. PRE-ENGINEERED/PRE-CAST CONCRETE STAIRS AND LANDINGS. SEE ARCHITECTURAL DRAWINGS FOR NON-SKID CRITERIA. CONTRACTOR TO PROVIDE CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. THICKENED SLAB SCHEDULE MARK* SIZE THICKNESS TOP & BOTT * REINF. CONT. TOP & BOTT.* REINF. TRANSV. REMARKS TS-1 1' - 0" x CONT. 1' - 0" (2)-#5 N/A TS-2 2'- 0" x CONT. 1' - 4" (3)- #5 #4 @ 24" O.C. WALL SCHEDULE TYPE DESCRIPTION W8-5-16S 8" CMU WALL REINF. W/ #5 AT 16" O.C. W12-5-32S 12" CMU WALL REINF. W/ #5 AT 32" O.C. TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE MASTER CONSULTING ENGINEERS, INC. STRUCTURAL. CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 © COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: I N FO QF W BARCH ITECTS.COM W W W. FW BARC H ITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2D21 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE Of THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. o,�o000000U�Op�pfl q 4Re \ ENS .B0 �o°a O o 7AA81 ': �O d 0 1p O °off �. S E OF :441" b o�p�4 O FS •;4 �=a o°�ao q ONA a 0000 ROBERT L. BELL, P.E. FL. LIC. No. 74081 J Z 0 W W 2 Ln H I Z 0 H d U U W 0 Z 0 w w 0 aN co v U-) to r- T N 0 N ti N 00 0 W Q H W (' U Q z o EL V� O W v z z 0 � U) W M D U Z "- O O c/)_ Z J o c- oo 0= Q m Q � >- U) °' a Q CON a PROJ MGR: CKD BY: JOB NUMBER: 21-19 SHEET NUMBER: S202 0 N go C? A OB OC OD 1 s6' - o" OE E.5 OF F.3 ,.5,>,`;.• ,�.,,..., 1IIIIIII . €IIII� IIII <-.. a;,,�'.„,, z1' . ✓-I1i _.. rIIIIIIIIIIII ao1 , .....fIIII,III • IIIIIIIIIWIIIIII8 -5 -16t££;':;>S1`��.i : 1f# 1 'EI1'1IIIIIIl M>l'. IIIIIIII Wi Q. I ; aW%...IIi�'."1 IIIsfI•r y' F.III .IIIII II �7.II •:#� X_ » B 5 32 ^ Ta- �IIIIIi :. .0.� 0( 1II OG lII I .. k...».. ,8,♦ ;�'wIIIII B,UF Qm8M -5 3 - 6sII1II -, " : H Ill -4" 26'-011 37'-4" 37'-0" 13'-411 12'-01' 12'-011 12'-0" 13'-8" 11'-4" /S 1_� SIM. /S SIM S401 S401 C5 PCL-1 PCL-1 PCL-1 PCL-1 PCL-1 PCL-1 PCL-1 PCL-1 PCL-1 PCL-1 PCL-1 s --- NOTE 8 - r ................ 9404 SIM. :............t..... ........_- co , ' wfn :.......... -.....: OM o 4 1 - LL �' I �co t-3 f uj , I PROVIDE #4x8'-0" AT O 1 z z z O o � 12" O/C SPACING €€€II ; -- s2 00OVER ALL CONCRETE o S40 1 0 0 J BEAMS, TYPICAL. C3 � C13 LL LL BM-3 72 07 M 2B -2 R. w8-5-16s m l a :». � NOTE 8 $ I to03 ;: �1 Iw U) Zw ;;z I�I-{ ,,m » ..w 35 w z ,.., p C, o �:o mp m SIM. 12-5-32 P° I s2 ; BM- 5 BI�-5 C10 BM-5C12 C15 L :PC-1 PC -1 P L- £ ,------------- BM- P L y AL BM-3 C10X15.3 C10X153 (V 0INDICATES PRECAST C10x153 C10X153 105C10X153 C1QX15.3; w CONCRETE LINTEL, SEEIM. SC)TYP. DETAIL 4-033/S305 m m m S1 5cG10X15.3C10X15.Xu ~- a O �0 zz .o � �� Ny:j N n�n .p p Q C' C10X153 z C10X15.3 Q C10X15:3p 10X5.3 p U 0X5.3U U U Q U U Uiuj ww C1pX15 3 C10X15.3 G10X15.3 C10X15.3 co L3x3x1/4" DE K HSS12X3X1/4 U.M.D. ALL CANOPY FRAMING TO BE CLOSURE AN LE, TYP. HOT -DIPPED GALVANIZED 34 12' - 10") S7T5-16s S402 S404 1 2ND FLOOR FRAMING PLAN S203 SCALE: 1/8" = 1'-0" CANOPY FRAMING NOTES: 1. CANOPY ROOF FRAMING SHALL BE 1 1/2" - 20 GAGE TYPE "B" (WIDE RIB) METAL DECK SPANNING OVER STEEL CHANNELS PER PLAN 2. DIRECTION OF METAL DECK SPAN SHOWN THUS 4 P ON PLAN. 3. FOR ROOF DRAIN LOCATIONS AND SIZE SEE ARCHITECTURAL DRAWINGS. FOR FRAMING SEE TYPICAL DETAIL 5-302/S305. 4. FOR TYPICAL DETAILS AND GENERAL NOTES SEE DRAWING S101 & S402. 5. ( ) DENOTES UNDERSIDE OF METAL DECK (U.M.D.) ELEVATION. 6. FOR PLAN DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. 7. + + + + + + + DENOTES FLAT ROOF. 8. COLUMN DESIGNATIONS SHOWN THUS O ON PLAN. FOR COLUMN SCHEDULE, SEE DRAWING S601. 9. O DENOTES COLUMN STOP AT THIS LEVEL. 10. FOR LOAD SCHEDULE & WIND DESIGN DATA, SEE DRAWING S102. PRECAST CONCRETE FLOOR FRAMING NOTES 1. TYPICAL FLOOR CONSTRUCTION CONSISTS OF 6" HOLLOWCORE PLANKS WITH 2" NORMAL WEIGHT CONCRETE TOPPING REINFORCED WITH 6x6xW1.4xW1.4 (FLAT SHEETS) CENTERED IN CONCRETE TOPPING SUPPORTED ON CMU BEARING WALLS. 2. ALL CONNECTIONS FOR GRAVITY AND LATERAL FORCES SHALL BE BY DELEGATED ENGINEER FOR PRECASTER. 3. PRECAST SCHEDULE: MIN. 28 DAYS STRENGTH (PSI) COARSE AGGREGATE PLANK 5,000 STONE 4. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60. ALL REINFORCING BARS TO BE WELDED SHALL BE DEFORMED BARS CONFORMING TO ASTM A706, GRADE 60. WELDING OF REBARS SHALL BE IN ACCORDANCE WITH AWS D12.1 "REINFORCING STEEL WELDING CODE". ALL BARS SHALL BE SECURELY SUPPORTED AND WIRED IN PLACE PRIOR TO POURING CONCRETE. 5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRECAST COMPONENTS FOR REVIEW BY THE STRUCTURAL ENGINEER BEFORE PRODUCTION. DRAWINGS SHALL BE SIGNED AND SEALED BY AN STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 6. THE CONTRACTOR SHALL CHECK ARCHITECTURAL, MECHANICAL AND ELECTRICAL PLANS TO VERIFY SIZES AND LOCATIONS OF ALL OPENINGS, REVEAL, DRIPS, BLACKOUTS, INSERTS, ETC. CAST INTO PRECAST MEMBERS. 7. THE ERECTION WORK AND STRUCTURAL STABILITY DURING THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. PRE-ENGINEERED/PRE-CAST CONCRETE STAIRS AND LANDINGS. SEE ARCHITECTURAL DRAWINGS FOR NON-SKID CRITERIA. CONTRACTOR TO PROVIDE CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. CONCRETE BEAM SCHEDULE BEAM BEAM CONT. TIE MARK WIDTH DEPTH REINFORCING REINFORCING REMARKS BM-1 1611 24" 4#7 TOP&BOTTOM #3 @ 10" O.C. (1) #5 EACH FACE MID DEPTH BM-2 12" 24" 3#6 TOP&BOTTOM #3 @ 10" O.C. (1) #5 EACH FACE MID DEPTH BM-3 8" 24" 2#5 TOP&BOTTOM #3 @ 12" O.C. (1) #5 EACH FACE MID DEPTH BM-4 1211 24" 2#6 TOP&BOTTOM #3 @ 10" O.C. (2) #5 EACH FACE, EQ. SPACED BM-5 24" 24" 4#6 TOP&BOTTOM #4 @ 10" O.C. (1) #5 EACH FACE MID DEPTH WALL SCHEDULE TYPE DESCRIPTION W8-5-16S 8" CMU WALL REINF. W/ #5 AT 16" O.C. W12-5-32S 12" CMU WALL REINF. W/ #5 AT 32" O.C. MASTER, CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813,287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC: AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CA: 8426 PROJ NO. 2049-022 CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE 0 COPYRIGHT 2016 Furr i Wegman &. Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND,FL 33801 E-MAIL: INFO @F W BARC H ITECTS.COM WWW.FWBARCHITECTS.COM PH. 863.688.1211 0 COPY RIGHT 2D21 FURR WEGMAN & BANKS ARCHITECTS PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN 8, BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUTSPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. �Qgq�o�0000 Lo�fl�Qp���V 4 .. a No 7 81 :� o o a 9 dam• •jrP �O� T OF •: C �� p: ••�j =�p '00'00 "O NA Qgaa 04b� o 9�� ROBERT L. BELL, P.E. FL. LIC. No. 74081 z O w w _ U) H z 0 i= a U CD w z O w w 1- Q 0 N O N ti N 00 O W Q 0 U) Z z Q w J 2 a 0 Z O o Z Up o Q U LL CO zZ LID O 0 M ? U O uw o LL 02 (6o 2 zJ r 0= 0 m Q W cn rn _ N Cn < (0 N a PROJ MGR: CKD BY: JOB NUMBER: 21-19 SHEET NUMBER: S203 3RD FLOOR FRAMING PLAN SCALE: 1/8" = V-0" PRECAST CONCRETE FLOOR FRAMING NOTES 1. TYPICAL FLOOR CONSTRUCTION CONSISTS OF 6" HOLLOWCORE PLANKS WITH 2" NORMAL WEIGHT CONCRETE TOPPING REINFORCED WITH 6x6xW1.4xW1.4 (FLAT SHEETS) CENTERED IN CONCRETE TOPPING SUPPORTED ON CMU BEARING WALLS. 2. ALL CONNECTIONS FOR GRAVITY AND LATERAL FORCES SHALL BE BY DELEGATED ENGINEER FOR PRECASTER. 3. PRECAST SCHEDULE: MIN. 28 DAYS STRENGTH (PSI) COARSE AGGREGATE PLANK 5,000 STONE 4. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60. ALL REINFORCING BARS TO BE WELDED SHALL BE DEFORMED BARS CONFORMING TO ASTM A706, GRADE 60. WELDING OF REBARS SHALL BE IN ACCORDANCE WITH AWS D12.1 'REINFORCING STEEL WELDING CODE". ALL BARS SHALL BE SECURELY SUPPORTED AND WIRED IN PLACE PRIOR TO POURING CONCRETE. 5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRECAST COMPONENTS FOR REVIEW BY THE STRUCTURAL ENGINEER BEFORE PRODUCTION. DRAWINGS SHALL BE SIGNED AND SEALED BY AN STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 6. THE CONTRACTOR SHALL CHECK ARCHITECTURAL, MECHANICAL AND ELECTRICAL PLANS TO VERIFY SIZES AND LOCATIONS OF ALL OPENINGS, REVEAL, DRIPS, BLACKOUTS, INSERTS, ETC. CAST INTO PRECAST MEMBERS. 7. THE ERECTION WORK AND STRUCTURAL STABILITY DURING THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. PRE-ENGINEERED/PRE-CAST CONCRETE STAIRS AND LANDINGS. SEE ARCHITECTURAL DRAWINGS FOR NON-SKID CRITERIA. CONTRACTOR TO PROVIDE CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. WALL SCHEDULE TYPE DESCRIPTION W8-5-16S 8" CMU WALL REINF. W/ #5 AT 16" O.C. W12-5-32S 12" CMU WALL REINF. W/ #5 AT 32" O.C. CONCRETE BEAM SCHEDULE BEAM BEAM CONT. TIE MARK WIDTH DEPTH REINFORCING REINFORCING REMARKS BM-1 1611 2411 4#7 TOP&BOTTOM #3 @ 10" O.C. (1) #5 EACH FACE MID DEPTH BM-2 12" 24" 3#6 TOP&BOTTOM #3 @ 10" O.C. (1) #5 EACH FACE MID DEPTH BM-3 8" 2411 2#5 TOP&BOTTOM #3 @ 12" O.C. (1) #5 EACH FACE MID DEPTH BM-4 12" 24" 2#6 TOP&BOTTOM #3 @ 10" O.C. (2) #5 EACH FACE, EQ. SPACED BM-5 2411 24" 4#6 TOP&BOTTOM #4 @ 10" O.C. (1) #5 EACH FACE MID DEPTH TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE MASTER CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 @ COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQF WBARCHITECTS.COM W W W.FW BARC H ITECTS.COM PH, 863.688.1211 0 COPYRIGHT2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUTSPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. °,°p000000D404fl�� L �000 a"�d �'•�•� C E N S••• ���0 v, O • °0�0• S E OF Tp, li' oo�� � O ' W� �p Zt P• C � (•�. `d o ROBERT L. BELL, P.E. FL. LIC. No. 74081 J Z O H w w Ln H I z O a U W W 0 Z O w w Q 0 ar N 0 "t '0 (O f- t04— N N N 00 O W Q Cl) W Q J � U U Z o z Up o Q U r^ m � LL It z Z o Q jw M U x W o O LL z J = � � .� n✓ 2� W °' i co (1) Q to N a PROJ MGR: T KD BY: JOB NUMBER: 21-19 SHEET NUMBER: S204 m a 0 N 11 11 SIM. IS,I I I I I S1 I I ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" ROOF FRAMING NOTES: 1. ROOF FRAMING SHALL BE 1.5" - 20 GAGE TYPE "B" (WIDE RIB) METAL DECK SPANNING OVER OPEN WEB STEEL JOIST SPACED @ 5'-0" O.C. (U.N.O.). 2. DIRECTION OF METAL DECK SPAN SHOWN THUS ON PLAN. 3. FOR ROOF DRAIN LOCATIONS AND SIZE SEE ARC�RAL DRAWINGS. FOR FRAMING SEE TYPICAL DETAIL 5-302/S305. 4. FOR TYPICAL DETAILS AND GENERAL NOTES SEE DRAWING S101 & S305. 5. ( ) DENOTES UNDERSIDE OF METAL DECK (U.M.D.) ELEVATION. 6. JOIST MANUFACTURER TO DESIGN JOIST FOR THE UPLIFT FORCE SHOWN ON THE LOADING SCHEDULE AND PROVIDE CERTIFICATION THAT CHORD MEMBERS HAVE BEEN INVESTIGATD FOR REVERSE STRESSES DUE TO ALL UPLIFT FORCES. ADDITIONAL BRIDGING SHALL BE PROVIDED AT THE FIRST INTERIOR BOTTOM CHORD PANEL POINT OF ALL JOISTS SUBJECT TO NET UPLIFT PER STEEL JOIST INSTITUTE. 7. FRAME ALL JOIST BOTTOM CHORD MEMBERS TO BEAM BOTTOM FLANGES. INSTALLATION TO BE DONE AFTER ALL DEAD LOADS ARE APPLIED. 8. RAIN LEADER SHOWN THUS (2) R.L. ON PLAN. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATIONS. 9. FOR PLAN DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. 10. FOR LOAD SCHEDULE & WIND DESIGN DATA, SEE DRAWING S102. WALL SCHEDULE TYPE DESCRIPTION W8-5-16S 8" CMU WALL REINF. W/ #5 AT 16" O.C. W12-5-32S 12" CMU WALL REINF. W/ #5 AT 32" O.C. TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE T/CMU 35' - 4" S2 S401 ROOT ACCESS S5 S403 T/CMU 39' - 4" MASTER STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 0 COPYRIGHT 2016 CONSUL ENGINEE ING RS, INC. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@F W BARCH ITECTS. COM W W W.FW BARCH ITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHTECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEISMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WTTHOUTSPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. ppppppo00�440pyflQQ 000 E N s - ."g °°°a a " O' P � !181 a-0; ; �o E � O OF p o . . •: <0 1 o'?, ©���8 �o40 4� ROBERT L. BELL, P.E. FL. LIC. No. 74081 J z 0 H w w Cn rD I z 0 a U w 0 z 0 U) w w 0 aIN C") d' u-, Cfl I,- N O N ti N 00 O W Q z W U Z Z o U0 o 0 J� U Z CO � V zZ L0 o Dw M U LL �� O o LL cn zJ 0- O rl- 0 00 < 1 w O > = a UJ coo N �- PROJ MGR: CKD BY: JOB NUMBER: 21-19 SHEET NUMBER: S205 PROVIDE OFFSET IN SLAB FOR METAL WALL PANELS, COORDINATE SIZE WITH CONCRETE PAVEMENT FILL W/ CONCRETE SAME METAL BUILDING SEE CIVIL DRAWINGS CAPACITY AS SLAB MANUFACTURER CONCRETE COLUMN, SLOPE SEE PLAN AND I' JOINT FILLER TO EXTEND (1)-#5 CONT. TOP SCHEDULE FULL DEPTH OF JOINT FINISH FLOOR 1/4"/FT. MIN. EL =SEE PLAN g CONCRETE COLUMN, FILL W/ CONCRETE k� o ` ' SEE PLAN AND L. SAME CAPACITY AS z - m SCHEDULE ° SLAB _ (1)-#5 CONTINUOUS TOP I. NOTE: (2)-#5 CONT. Q #4 @ 32" O.C. BEND FOOTING, SLAB & COLUMN REINFORCEMENT NOT ' R DOWELS TO MATCH COLUMN 1/2" PREMOLDED JOINT FILLER & BOTTOM V-011 U BARS INTO SLAB � SHOWN FOR CLARITY. REINFORCING "I SEALANT I SECTION X ;{- ADJACENT TO CONC PAVEMENT T.O. SLAB CONCRETE SLAB, z O EL= SEE PLAN1001 SEE PLAN 1 z PROVIDE 3/4" DEPRESSION KEYED CONSTRUCTION _x IN SLAB AT OVERHEAD :• _ �� JOINT, TYPICAL00 I' DOORS. COORDINATE SIZE CONCRETE PAVEMENT • <• "' 0 WITH OVERHEAD DOOR SEE CIVIL DRAWINGS CONTINUOUS z z w g — — •; U_ Q SHOP DRAWINGS - FOOTING FOOTING, SEE w a (1) #3 TOP (4 SIDES), REINFORCING, a w ii (1)-#5 CONTINUOUS TOP SLOPE FOUNDATION PLAN TYPICAL SEE SCHEDULE FINISH FLOOR 1/4"/FT. MIN. FOR REINFORCING EEI 3 Q EL= SEE PLAN CLEAR M w k\EE - FOUNDATION PLA �( SEE FOUNDATION U Z OR FOOTING PLAN 1 BPIER ELOW L — — — —� NO KEY @ COLUMN (2)-#5 CONTINUOUS Q PREMOLDED JOINT POCKET, TYPICAL BOTTOM 1 �_p�� v FILLER & SEALANT (4) SIDES, TYPICAL PLAN ADJACENT TO CONCRETE TYPICAL CONCRETE TYPICAL SLAB ON GRADE 3-005 SLAB HAUNCH BEARING 3-008 TYP. COLUMN ISOLATION 3-014 COLUMN FOOTING 3-017 EDGE ON FOOTING SECTION JOINT DETAIL WITHOUT PIER REINFORCING TO THAN PIPE MATCH NUMBER & SIZE OF BOTTOM REINFORCING OF 9" 91. FOOTING, SEE PLAN MIN. MIN. uW 104 SINGLE PIPE DETAIL BANK OF PIPES DETAIL PIPE SLEEVE DETAIL AT FOUNDATION 3-054 0 0 •' ° ` , J,�9'.'��I.." t ' _., `'I�'�"• l I L..,,I`- I I I I '1 1. -.I :'' I,,�3•.. d, :: K -I�^ •I I 1 � .;l I. t .. � I 1 a „ ,I, I_, I � . F `kl.°� l � I. �. ,`L;..: s`''1 I I-�� ' I L �° _ I "i• •i ,:'I 1 I� I� �• ,li I I'` :pp d I I I' a'I" `:I I 'i .'I,•,�, I� 'I, I" �I . -'°C".• ;I 'I I:•' I"� � `'I `6 .C"- °I' :3�� I' � .I. I<. .I G, I. ,:;I � . °;I •' I",,. .I. ;° ,!.- .' I' ql ..- „ ', ' f - � I � I I 1= '-I I� I•. I I'.' I�' "' !' . . I'."' i , I f• ' I I •I. , : I ;f I .` - .f , 1. 'I' -`I �I' b' t � I I -: 1 `I I I- I °� - 1 ;I,.. p (.. k,., eI I I ,.�.f f °1 , ,rL°'• I'.,. Ir.. .I I L. I;, :-n.•I;" i� J. I_ L .1 - I .. ,`.I' ' A :: °I - ,� I- " I. { ; T . I I I a •�'I l 1. I. I. - - q h:4 111 I F f ,.. I� I" .1 C LAP BOTTOM STEEL " OVER SUPPORTS 2" TO START OF _�. SEE BEAM SCHEDULE STIRRUPS TYPICAL FOR STIRRUP SPACING COLUMN L1 COLUMN L2 COLUMN L3 SUPPORT SUPPORT SUPPORT NOTE: 1. WHERE TOP & BOTTOM BARS ARE IN MULTIPLE LAYERS, PROVIDE 1" CLEAR BETWEEN LAYERS TYPICAL. 2. SEE TENSION AND COMPRESSION LAP SPLICE TABLES FOR PROPER LAP AND CONCRETE STRENGTH. 3. ALL BOTTOM LAYERS OF STEEL MUST BE LAPPED OVER CENTERLINE OF SUPPORT. 4. ALL TOP AND INTERMEDIATE LAYERS OF STEEL MUST BE LAPPED AT MID -SPAN OF BEAM. 5. SEE CONCRETE BEAM SCHEDULE FOR ALL BEAM REINFORCING AND SEE FRAMING PLANS FOR BEAM DESIGNATION AND PLACEMENT. TYPICAL CONCRETE BEAM BAR PLACEMENT DIAGRAM 3-062 NOTE: 1. DIMENSION "a" TO BE KEPT IN BLOCK COURSING NOT TO EXCEED V-4" AT MASONRY WALLS OR l'-6" AT CONCRETE WALLS. 2. FOOTING REINFORCING IN ALL BLOCK FOUNDATION WALLS (2)-#5 CONTINUOUS (EXTEND THRU SPREAD FOOTINGS U.N.O.). 3. DIMENSION = LAP TYPE "B" MINIMUM. 4. DOWELS AS REQUIRED. TYPICAL STEPPED FOOTING DETAIL 3-055 X X X X 6. „ NOTE 1 �. 4 BARS 6 BARS 8 BARS NOTE 1 X X NOTE 1 9 �• !6 XE X t• t.. t. 10 BARS 12 BARS 14 BARS X X X X NOTE 1 ' 16 BARS WALL TYPE COLUMN NOTES: 2'-1"STAGGER FOR #4 1. THESE BARS MUST BE TIED AS SHOWN BY DASHED LINES WHEN "X" DISTANCE IS OVER 6 1'-6" STAGGER FOR #3 INCHES AND NEED NOT BE TIED WHEN "X" IS 6" • "`' , ;° OR LESS. NOTE 4 2. MINIMUM CLEAR COVER 1 1/2" TO TIES (2" FOR 4 BARS 5 OR MORE •.3 -. EXPOSED CONDITION). BARS 3. FOR VERTICAL COLUMN REINFORCING, SEE PLAN MINIMUM (3) AND COLUMN SCHEDULE. TIES IN ROUND COLUMN SPACERS PER 4. FOR SPIRAL SEE COLUMN SCHEDULE. SIZE AND SPACING OF COL. TIES B A 8" 101, 1211 1411 16" 1811 20" 22" 24" OR MORE #5 #3@8 #3@10 #3@10 #3@10 #3@10 #3@10 #3@10 #3@10 #3@10 #6 #3@8 #3@10 #3@12 #3@12 #3@12 #3@12 #3@12 #3@12 #3@12 #7 #3@8 #3@10 #3@12 #3@14 #3@14 #3@14 #3@14 #3@14 #3@14 #8 #3@8 #3@10 #3@12 #3@14 #3@16 #3@16 #3@16 #3@16 #3@16 #9,#10 #3@8 #3@10 #3@12 #3@14 #3@16 #3@18 #3@18 #3@18 #3@18 #11#14 & #18 #4@8 #4@10 #4@12 #4@14 #4@16 #4@18 #4@20 #4@22 #4@22 A = SIZE OF VERTICAL REINFORCING B = LEAST DIMENSION OF COLUMN ROUND COLUMNS SPIRAL W/ SPIRALS TYP. COLUMN SECTIONS & TIE SCHEDULE 1_] TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE MASTER CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 © COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: IN FOQFWBARCHITECTS.COM W W W. FW BARC H ITECTS.COM PH. 863.688.1211 ®COPYRIGHT2D21 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS. PA NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUTSPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. �o,�°°ooaoo040�pflQQ bQ L 000 C E N S••• 6 �d(1p O. 0 81 .� O E OF .✓41 ,� °��° �•. � 2 : •mod S QBONA L••�o��� �D0�4044�000a°°°� ROBERT L. BELL, P.E. FL. LIC. No. 74081 J z O w w rn Ln 1 z 0 n. U U w 0 z 0 L w w Q 0 ar N CM '1" LC) Cp ti N 0 N N 00 O w Q VJ z w O Z 0 C) 0 0 H F_ W z~ O 0 U) W M U J D� �� Q O U)U) O U =zJ 0= Q U } Q Qrna = cN co d PROJ MGR: CKD BY: JOB NUMBER: 21-19 SHEET NUMBER: S301 THE MINIMUM CLEAR COVER FOR REINFORCEMENT BARS SHALL BE ONE BAR DIAMETER OR THE VALUES TABULATED BELOW, WHICHEVER IS THE GREATER. SLABS (LT.WT. CONC. OR STONE CONC.) 1" GIRDERS AND BEAMS (TO STIRRUPS) 1 1/2" JOISTS (STONE OR LT.WT.) BOTTOM BARS 1 1/4" TIED COLUMNS AND PIERS SURFACE EXPOSED TO EARTH AND WEATHER (TO TIES) 2" OTHER SURFACES (TO TIES) 1 1/2" FOUNDATION ELEMENTS FORMED SURFACES 2" SURFACES PLACED AGAINST EARTH 3" WALLS SURFACES EXPOSED TO EARTH 2" SURFACES EXPOSED TO WEATHER 1 1/2" OTHER SURFACES 1" TYPICAL CONCRETE COVER FOR REINFORCING 3-064 BARS fc = 5000 PSI, NORMAL WEIGHT fc = 3000 PSI, NORMAL WEIGHT TENSION LAP SPLICES COMPRESSION LAP LENGTH PER SPACING AND COVER CASE BAR LAP LAP SPLICES CASE 1 CASE 2 SIZE CLASS TOP BARS OTHER BARS TOP BARS OTHER BARS #3 A 22 17 32 25 12 B 28 22 42 32 #4 A 29 22 43 33 15 B 37 29 56 43 #5 A 36 28 54 41 19 B 47 36 70 54 #6 A 43 33 64 50 23 B 56 43 84 64 #7 A 63 48 94 72 26 B 81 63 122 94 #8 A 72 55 107 82 30 B 93 72 139 107 #9 A 81 62 121 93 34 B 105 81 157 121 #10 A 91 70 136 105 38 B 118 91 177 136 #11 A 101 78 151 116 42 B 131 101 196 151 TENSION LAP SPLICES COMPRESSION LAP LENGTH PER SPACING AND COVER CASE BAR LAP LAP SPLICES CASE 1 CASE 2 SIZE CLASS TOP BARS OTHER BARS TOP BARS OTHER BARS #3 A 17 13 25 19 12 B 22 17 33 25 #4 A 22 17 33 26 15 B 29 22 43 33 #5 A 28 22 42 32 19 B 36 28 54 42 #6 A 33 26 50 38 23 B 43 33 65 50 #7 A 49 37 73 56 26 B 63 49 94 73 #8 A 55 43 83 64 30 B 72 55 108 83 #9 A 63 48 94 72 34 B 81 63 122 94 #10 A 70 54 105 81 38 B 91 70 137 105 #11 A 78 60 117 90 42 B 101 78 152 117 1/2 "S" MAX. NOTE 4. U) w 1/2 "S" MAX, 1/2 "S" MAX_ "S" MAX. NOTE 6 - 6" MAX NOTES: CASE 1 BEAMS AND COLUMNS: CONCRETE COVER >/= TO BAR DIAMETER, C-C BAR SPACING >/= TO 2X BAR DIAMETER AND WITH STIRRUPS OR TIES THROUGHOUT TENSION LAP SPLICE LENGTH NOT LESS THAN THE CODE MINIMUM. OTHER MEMBERS: CONCRETE COVER >/= TO THE BAR DIAMETER AND C-C BAR SPACING >/= TO 3X BAR DIAMETER. CASE 2 BEAMS AND COLUMNS: CONCRETE COVER < BAR DIAMETER AND C-C BAR SPACING < 2X BAR DIAMETER. OTHER MEMBERS: CONCRETE COVER < BAR DIAMETER OR C-C BAR SPACING < 3X BAR DIAMETER. * LAP CLASS "B" IS TO BE USED UNLESS OTHERWISE SPECIFIED IN THESE CONTRACT DOCUMENTS. TENSION AND COMPRESSION LAP SPLICES WITH F'c = 3000 PSI 3-065 NOTES: CASE 1 BEAMS AND COLUMNS: CONCRETE COVER >/= TO BAR DIAMETER, C-C BAR SPACING >/= TO 2X BAR DIAMETER AND WITH STIRRUPS OR TIES THROUGHOUT TENSION LAP SPLICE LENGTH NOT LESS THAN THE CODE MINIMUM. OTHER MEMBERS: CONCRETE COVER >/= TO THE BAR DIAMETER AND C- C BAR SPACING >/= TO 3X BAR DIAMETER. CASE 2 BEAMS AND COLUMNS: CONCRETE COVER < BAR DIAMETER AND C-C BAR SPACING < 2X BAR DIAMETER. OTHER MEMBERS: CONCRETE COVER < BAR DIAMETER OR C-C BAR SPACING < 3X BAR DIAMETER. * LAP CLASS "B" IS TO BE USED UNLESS OTHERWISE SPECIFIED IN THESE CONTRACT DOCUMENTS. TENSION AND COMPRESSION LAP SPLICES WITH F'c = 5000 PSI 3-067 BOTTOM DESIGNER SPECIFY NOTES: LAYER SLAB Ld TENSION OR E STEEL COMP DEV LENGTH, �Ln nnini 1. FOR COLUMN SIZE, VERTICAL REINFORCING AND 3"MAX. FROM NOTE 2 REBAR IN SHALLOWEST FF BM. NOTE 4. AT ROOF NOTE 1 TYPICAL COLUMN SEE COL. SCHEDULE FOR LAP TYPE. BOTT. LAYER SLAB STEEL -I - 3" CLEAR SPLICE LENGTH, SEE COLUMN SCHEDULE. I 2. FOR COLUMN TIE SIZE AND SPACING SEE TYPICAL L. T COLUMN SECTIONS AND TIE SCHEDULED , UNLESS NOTED OTHERWISE IN COLUMN SCHEDULE. 3. FOUNDATION DOWELS TO MATCH SIZE AND NUMBER co OF COLUMN REINFORCING. 4. TOP TIE SET TO BE 1/2 TIE SPACING FROM BOTTOM CD SLAB REINFORCING, OR IF BEAMS FRAME INTO EACH SIDE OF COLUMN, TOP TIE SET SHALL BE 3" FROM BOTTOM REINFORCING OF THE SHALLOWEST BEAM. 5. MAXIMUM DIMENSION TO BE 1'-6" OR DEPTH OF DEEPEST MEMBER FRAMING INTO COLUMN, AT ROOF WHICHEVER IS GREATER. MAX. 1 TO 6 SLOPE. IF COLUMN OFFSET IS GREATER THAN 3" SEE DETAIL "A". 6. PROVIDE 3 FULL SETS OF TIES AT LOWER OFFSET w BEND OF VERTICAL REINFORCING PROVIDE TIE AROUND EVERY COLUMN VERTICAL. DET A O p I w LAP SPLICE IF COL OFFSET PROVIDE DOWEL FOR COL REINFORCING IF IS 3" OR LESS 1/2 "S" MAX. COL OFFSET IS >3 w Lu � 13� In DESIGNE Q m: j W ~ R BAR IN FROM w SPECIFY TOP OF FTG Z n~ 0 0 O z SHALLOWEST p Ld,TEN. - U w0 U U z OR COMP. a- (n Y z Y BM. NOTE 4 „ S„ MAX. SPLICE. DET A w cn of U p 0 rr J NOTE 6 - 6" MAX. ui O 0 Z w F- U w 0° fn Lei 0 w 112 "S" MAX. I ILL L O U w �m cc J P: OJ NOTE 3 BEAMS FRAME INTO . 4 SIDES OF COLUMN. AT FOUNDATION TYPICAL CONCRETE TIED COLUMN DETAIL Jo_ x0w0O w-a 0 w 0 Z—U =O OWYLL— CUi�L`' wa gC�� 0 m LL -a 3-200 fc = 4000 PSI, NORMAL WEIGHT TENSION LAP SPLICES COMPRESSION LAP LENGTH PER SPACING AND COVER CASE BAR LAP LAP SPLICES CASE 1 CASE 2 SIZE CLASS TOP BARS OTHER BARS TOP BARS OTHER BARS #3 A 19 15 28 22 12 B 24 19 36 28 #4 A 25 19 37 29 15 B 32 25 48 37 #5 A 31 24 47 36 19 B 40 31 60 47 #6 A 37 29 56 43 23 B 48 37 72 56 #7 A 54 42 81 63 26 B 70 54 106 81 #8 A 62 48 93 71 30 B 80 62 121 93 #9 A 70 54 105 81 34 B 91 70 136 105 #10 A 79 61 118 91 38 B 102 79 153 118 #11 A 87 67 131 101 42 B 113 87 170 131 NOTES: CASE 1 BEAMS AND COLUMNS: CONCRETE COVER >/= TO BAR DIAMETER, C-C BAR SPACING >/= TO 2X BAR DIAMETER AND WITH STIRRUPS OR TIES THROUGHOUT TENSION LAP SPLICE LENGTH NOT LESS THAN THE CODE MINIMUM. OTHER MEMBERS: CONCRETE COVER >/= TO THE BAR DIAMETER AND C-C BAR SPACING >/= TO 3X BAR DIAMETER. CASE 2 BEAMS AND COLUMNS: CONCRETE COVER < BAR DIAMETER AND C-C BAR SPACING < 2X BAR DIAMETER. OTHER MEMBERS: CONCRETE COVER < BAR DIAMETER OR C-C BAR SPACING < 3X BAR DIAMETER. * LAP CLASS "B" IS TO BE USED UNLESS OTHERWISE SPECIFIED IN THESE CONTRACT DOCUMENTS. TENSION AND COMPRESSION LAP SPLICES WITH F'c = 4000 PSI 3-066 BEAM DIAGRAM NOTES: 1. FOR TYPICAL DETAILS AND GENERAL NOTES, SEE SHEET S000 AND S000. 2. FOR TYPICAL BEAM SECTIONS, SEE SECTIONS AND DETAIL SHEETS. 3. UNLESS OTHERWISE NOTED, STIRRUPS SHALL BE DETAILED AS SHOWN THUS: ISOLATED BEAMS SPANDREL BEAMS, SLAB ON CLOSED STIRRUP ONE SIDE CLOSED STIRRUP ALTERNATE LOCATION WITH 1350 HOOKS LOCATED ON OF 1350 HOOKS SLAB SIDE 3" IV, .ITTI INTERIOR BEAM CLOSED STIRRUP ALTERNATE LOCATION OF 135' HOOKS 3" MAX. 11 j V 2 STIRRUPS/SINGLE SET 4 STIRRUPS/DOUBLE SETS NOTE: BUNDLE TIES TOGETHER 4. PROVIDE MINIMUM (2)-1 1/2" BEAM BOLSTERS PLACED LONGITUDINALLY BELOW STIRRUPS TO ENSURE PROPER CLEARANCE. 5. ALL CONTINUOUS TOP BARS SHALL BE SPLICED AT MIDSPAN AND ALL CONTINUOUS BOTTOM BARS SHALL BE SPLICED AT SUPPORTS, TYPICAL UNLESS OTHERWISE NOTED. 6. ALL TOP AND BOTTOM SPLICES SHALL BE CLASS "B" TENSION LAP SPLICE UNLESS OTHERWISE NOTED. 7. EE = EACH END, LE= LEFT END, RE= RIGHT END, EF = EACH FACE. 8. LOCATE ONE LONGITUDINAL BAR ON EACH CORNER OF STIRRUPS. IF NEEDED ADD A #7 LONGITUDINAL. 9. PROVIDE #4 @ 16" ADDITIONAL STIRRUPS THROUGHOUT ENTIRE LENGTH OF ROOF DRAINS, WHERE THEY RUN INSIDE THE BEAMS. 10. PROVIDE (2)-#5 CONT. AND EQUALLY SPACED ON EACH FACE OF 36" DEEP BEAMS. USE CLASS B TENSION LAP SPLICE AND HOOK AT THE ENDS U.N.O. CONCRETE BEAM DIAGRAM NOTES SAWED JOINT TO 1/4" MAX. BE FILLED WITH FIELD MOLDED T/4 MIN. FILLER -SEE SPECS. SAWED CONTROL JOINT DETAIL MAX. = 12'-0" U.N.O. ❑STRIPS CAST FIRST SAWED CONTROL JOINT CONSTRUCTION JOINT ®INFILL STRIPS SLAB PLACEMENT SEQUENCE EDGE BEFORE REMOVING BULKHEAD T/10 (3/4" MIN.) EDGE TO MATCH CONSTRUCTION JOINT ,I e ..,E + G,. - r Z1777J,,_ n VAPOR BARRIER BREAK BOND TO LATER COMPOUND TO THE SIDES OF THE EARLIER POUR BULKHEAD DETAILS FOR CONSTRUCTION JOINT 3-102 METAL KEY BULKHEAD OF 2" LUMBER. NOTES: 1. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AS INDICATED ON THE "CONCRETE AND REINFORCING" NOTES. 2. SUPERPLASTICIZER SHALL BE USED IN SLAB ON GRADE CONCRETE - SEE SPECIFICATIONS. 3. SLAB ON GRADE CONCRETE MIX SHALL HAVE A WATER -CEMENT RATIO AS INDICATED IN SPECS AND OR NOTES. 4. CONSTRUCTION JOINTS SHALL BE LOCATED A MINIMUM OF 5'-0" AWAY FROM ANY OTHER JOINTS TO WHICH THEY ARE PARALLEL. 5. SAW CUTTING SHALL BE DONE WITH A POWER SAW WITH A MASONRY CUTTING BLADE. CUTTING SHALL BE DONE AS SOON AS CONCRETE HARDENS ENOUGH SO THAT THE BLADE DOES NOT DISLODGE THE AGGREGATES. 6. WHERE SAWCUT IS DISCONTINUED AT A TRANSVERSE JOINT, STOP CUT 2" SHORT. 7. SLAB REINFORING NOT SHOWN FOR CLARITY. TYPICAL SLAB ON GRADE JOINT DETAILS 3-201 TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE MASTER CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRTTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 0 COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFW BARCHITECTS.COM WW W. FW BARCH ITECTS.COM PH. 863.688.121 1 ®COPY RIGHT 2021 FURR, WEGMAN & BANKS ARCHTECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION, ALL RIGHTS RESERVED. �Qgq,�o �00000� 44t10pp�P qqd �'•�'� C E N 8•'• 6 � Q?: i° a F 0 O. N 81 P ' • O -0 EOF :40 e°O 0 Op 4 F •: <� O:•'G a �000 NA L 4000 ROBERT L. BELL, P.E. FL. LIC. No. 74081 J z O H w w L 1 z O a U w 0 z 0 U) > w of w a 0 T' CN O Q ti N 00 O W Q Z W Z O o U 0 0 J _j U F_ W 0 zZ LO (1) O W M U L.` O 0 Q Cr c� w O U =� 0 w mQ 2� W rnm CL Q I— W Q N a PROJ MGR: D BY: T JOB NUMBER: 21-19 SHEET NUMBER: S302 PREC-CAST STAIRS BY DELEGATED ENGINEER COIL LOOP INSERT AND DOWELS AS REQUIRED BY DELEGATED ENGINEER I r— W.W.F. x—x x—x x— -11 10" 10" AT STAIR N NOTE 1 8" 8" #4 @ 12" O.C. 2-#5 CONT. 8" OR LARGER MASONRY NON - BEARING PARTITION Fl -#5 CONT. NOTE 5 1" MIN. 2" MAX. 11 d X�X,_ -X X -JC-X I I 111� NOTE 2 2d OR t MIN. NOTE 3 245 CONT. 2-#5 CONT. HAUNCH AT PARTITION (NO JOINT) AT DEPRESSION UNLESS NOTED ON PLANS: 1. SEE FOUNDATION NOTES FOR SLAB THICKNESS AND REINFORCING. 2. SLABS SHALL BEAR ON COMPACTED FILL. 3. COMPACTED FILL SHALL BE COVERED WITH VAPOR BARIER AT HAUNCHES. SEE SPECS. 4. UNDER MACHINE EQUIPMENT DEEPEN SLAB TO 8" AND ADD TWO LAYERS OF WELDED WIRE FABRIC BOTTOM, U.N.O 5. FOR DEPRESSIONS - SEE ARCHITECTURAL DRAWINGS. 6. AT CONSTRUCTION JOINTS USE WOOD FORMS WITH SHEAR KEYS. 7. STOP WIRE MESH AT CONSTRUCTION JOINTS. CUT EVERY OTHER WIRE AT SAWCUT JOINT. 8. WHERE SLAB IS DOWELD INTO WALL, FIRST SLAB CONSTRUCTION JOINT TO BE NOT MORE THAN 15 FEET FROM WALL. 9. FOR EXPANSION JOINT LOCATION SEE PLAN. FOR DETAILS SEE ARCHITECTURAL DRAWINGS. TYPICAL SLAB ON GRADE DETAILS PARALLEL TO WALL - (1) #4 CONT. ELEV. SEE PLAN CONCRETE TIE BEAM, SEE PLAN SEE PLANS FOR WALL REINF. 3-407 FINISH w GRADE J J X<<.:t X—x a Q #3 x 6'-0" @ 14" a TYP. @ JOINT _ 04 g X' - CO 6x6xW1.4xW1.4 WWF 12" N TYP. IN CONC. TOPPING V-4" MIN. ELEV. — — SEE PLAN EXTERIOR � 'a'v p_. PLATFORM _ z • (2) #5 CONT. PROVIDE w p , .: STD. HOOK @ ENDS, U) . " TYP ALL WALLS SEE PLANS FOR WALL REINF. 3-202 I DBL. BEARING -TYPE 1 3-404 (1)#4 DOWEL AT EACH PLANK a:04"'ooI a w w U) DBL. BEARING - TYPE 2 #3 x 6-0" @ 14" TYP. @ JOINT 6x6xW1.4xW1.4 WWF TYP. IN CONC. TOPPING ELEV. SEE PLAN CONCRETE TIE BEAM, SEE PLAN SEE PLANS FOR WALL REINF. 3-405 @E (1) #4 CONT. ELEV. SEE PLAN CONCRETE TIE BEAM, SEE PLAN SEE PLANS FOR WALL REINF. SINGLE BEARING -FLOOR 1 3-406 TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE MASTER CONSULTING ayl ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 0 COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND,FL 33801 E-MAIL: INFO@F W BARCH ITECTS.COM WWW.FW BARCHITECTS.COM PH. 863.688.1211 ®COPYRIGHT2D21 'U"' WEGMAN 8, BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WTIHOUTSPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. ��0000�a0004�>1fl� 004 L 0000 a� �•�•\ C E N S'•.,9 O � 0p No 7 81 ;Io TE OF 0 poop ••• � ` =<C/p Ppp FS; •: < O P•'G a ppp�0p BONA L•• oo ��� ��440040000o�d �� ROBERT L. BELL, P.E. FL. LIC. No. 74081 J z 0 w w U) I z 0 0 U) w 0 z 0 w Of H 0 r N 0 N ti N 1b O w a 0 z w O Z o U o J J� U Q �m F- W zZ L0 O Cn LU M U J 0� cn O U 2 0= ui m Q (> Q Lu L _ c(N a PROJ MGR: CKD BY: JOB NUMBER: 21-19 SHEET NUMBER: a� S303" o u C 0 u 0 a I I I I I I I I F I I I I I I I I I I I I I I I i I I I I I I I I I I 1 I I I N 0 1* J Q i F- w 1 Lu w I I I I I I I I I I I I I I I I I I I I I I I I I ► I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ELEVATION NOTE: PROVIDE INSPECTION PORT AT BOTTOM OF LIFT GREATER THAN 4'- 0" IN HEIGHT. C; LL H 2 C; a LL LL U; C" z z LL I1 C TYP MASONRY WALL DETAIL (SEE AKL;HI I EL; 1) TYPICAL LINTEL OVER OPENING SEE FOUNDATION - PLAN FOR MASONRY SIZE & REINFORCING 1/2" PREMOLDED — JOINT FILLER AND SEALANT CONCRETE SLAB ON GRADE, SEE PLAN FOR BALANCE OF INFO DOWELS TO MATCH 9 GAUGE TRUSS TYPE REINFORCING @ 16" O.C. VERTICAL VERTICAL WALL REINFORCING, SEE PLAN AND SECTIONS PLAN LINTELS FOR WALLS SHOULD HAVE A CAPACITY OF 1500 PLF, UNLESS NOTED OTHERWISE PROVIDE LINTEL W/ SLOT AT END TO ALLOW FOR VERTICAL BAR REINFORCING TO PASS THRU CONTINUOUSLY PRECAST LINTEL, SEE SCHEDULE 4-033 ADDITIONAL VERTICAL BARON EACH SIDE OF OPENING FINISHED FLOOR SEE PLAN f%AI II I! CAflU PREMOLDED `- VERTICAL WALL RUBBER INSERT REINFORCING SEE PLAN MASONRY CONTROL AT REGULAR BLOCKS NOTE: DISCONTINUE HORIZONTAL REINFORCING AT JOINT CAULK EACH - SIDE OF JOINT PREMOLDED - RUBBER INSERT • 2 5/8"0 X 3'-0" SMOOTH BARS, GREASE ONE END TO BREAK BOND. STOP HORIZONTAL WIRE TIE BARS ON REINFORCING OF ONE SIDE OF JOINT CONCRETE BEAM/KNOCK-OUT VERTICAL WALL BLOCKS @ JOINT EXCEPT REINFORCING SEE @ ROOF DIAPHRAGM PLAN MASONRY CONTROL AT CONC. BEAM/KNOCK-OUT BLOCKS NOTE: DISCONTINUE HORIZONTAL REINFORCING AT JOINT NOTE: 1. MAXIMUM SPACING OF CONTROL JOINT EQUALS 24'-0" OR THREE TIMES WALL HEIGHT (WHICH EVER IS SMALLER) 4-001 MASONRY CONTROL JOINT 4-002 4-005 VERTICAL WALL #4 AT 32" O.C. BEND REINFORCING BARS INTO SLAB 1/2" PREMOLDED CONCRETE SLAB JOINT FILLER AND ON GRADE, SEE SEALANT PLAN FOR BALANCE OF INFO L....._..._.. : . CONCRETE FILL ALL CELLS SOLID BELOW SLAB ON r GRADE d- s ALT DIRECTION y OF HOOK CONCRETE • r • FOOTING, SEE _ FOUNDATION PLAN & SCHEDULE SEE PLAN `- FOR SIZE & _ '� REINFORCING PARTIAL CMU T.O. SLAB °p T.O. SLAB L= SEE PLAN a X—X—X= -� -�k ` EL= SEE PLAN CONCRETE FILL ALL (1) #5 CONT. CELLS SOLID BELOW SLAB ON GRADE z • •ry •`. z: ALTERNATE w DIRECTION OF W w HOOKS - — w IT WALL SECTION 4-015 CONCRETE FOOTING, SEE _ a FOUNDATION SEE PLAN co U PLAN & SCHED. FOR SIZE & REINFORCING SLAB HAUNCH BEARING ON CMU WALL SECTION 4-017 NOTE #7 TYPICAL NOTE #4 TYPICAL NOTE #8 TYPICAL NOTE #9 TYPICAL CONTROL „OFF. F SEE NOTE #10 VERTICAL REINFORCING, SEE PLAN FOR SIZE & SPACING COMPRESSIVE MATERIAL CAULK EACH SIDE MAXIMUM SPACING 24'-O" L TrlV/'1L /-%DVATC a BELLOW OPENING 0 h C u F 3 C u u u %1 I i 1 I I 8" 8"N MIN MIN 7T PROVIDE LINTEL AT OPENINGS THAT EXCEED 16" WIDE DOWEL AT LOCATIONS WHERE OPENING CONFLICTS W/ TYPICAL WALL REINFORCING LINTELS FOR WALLS -SHOULD HAVE A CAPACITY OF 1500 -PLF, UNLESS NOTED OTHERWISE PRECAST LINTEL BY -PRECAST MANUFACTURER IF -OPENING IS ABOVE CEILING USE LINTEL & 4F OPENING IS BELOW CEILING USE U-BLOCK -AS SHOWN IN DETAIL 4-005 TYPICAL LINTEL OVER DUCT 4-004 OPENING CMU WALL REINFORCING LAYOUT I► boin 3/4" EXPANSION JOINT SEE MASONRY NOTES FOR SIZE & SPACING OF MASONRY REINFORCING CONTINUOUS DOVETAIL SLOT CONCRETE COLUMN, SEE PLAN FOR SIZE AND REINFORCING CONCRETE COLUMN TO MASONRY CORNER CONNECTION 1�] NOTES: 1. VERTICAL WALL REINFORCING SHALL ALIGN WITH VERTICAL FOUNDATION DOWELS. DOWELS SHALL BE PLACED AS SHOWN ON DETAILS WITH STANDARD ACI HOOK DIRECTLY ON TOP OF BOTTOM LAYER OF FOOTING REINFORCING. REFER TO CMU SEE FOUNDATION - WALL REINFORCING SCHEDULE ON PLAN FOR PLAN FOR MASONRY SIZE AND SPACING. SIZE & REINFORCING 2. TYPICAL VERTICAL WALL REINFORCING TO BE PLACED AS SHOWN ON DETAILS. GROUT 1/2" PREMOLDED - CELLS FULL THAT CONTAIN REINFORCEMENT. JOINT FILLER AND 3. REFER TO CMU LINTEL SCHEDULE FOR SIZE, SEALANT LOCATION AND QUANTITY OF LINTEL REINFORCEMENT. CONCRETE SLAB ON 4. VERTICAL REINFORCING BARS MAY BE GRADE SEE PLAN SPLICED IN 6'-0" TO 8'-0" LENGTHS. FOR BALANCE OF 5. HORIZONTAL WALL REINFORCING SHALL BE INFO TRUSS TYPE AT 16" O.C. ABOVE GRADE AND 8" O C BELOW GRADE UNLESS OTHERWISE DOWELS TO MATCH VERTICAL WALL REINFORCING SLAB ON GRADE NOTED ON PLANS AND DETAILS. X: -- x -= •= .=>c= C - 0" f DISCONTINUE AT CONTROL JOINTS. 6. CONTRACTOR SHALL USE THE LOW LIFT METHOD OF GROUTED MASONRY CONCRETE FILL ALL --' CONSTRUCTION UNLESS CLEAN OUTS ARE CELLS SOLID PROVIDED AT EACH VERTICAL REINFORCING BELOW SLAB ON BAR. GRADE q — 7. REFER TO PLANS AND DETAILS FOR SIZE AND ` '.b: '' ` •< ' ' LOCATION OF BOND BEAMS AND QUANTITY ALT DIRECTION j OF REINFORCING. LAP REINFORCING 24" OF HOOK MINIMUM. DISCONTINUE BOND BEAMS AT CONTROL JOINTS. CONCRETE FOOTING, 8. REFER TO LINTEL SCHEDULE NOTES FOR SEE FOUNDATION — VERTICAL BARS ADJACENT TO OPENING. PLAN &SCHEDULE 9. PROVIDE VERTICAL WALL REINFORCING IN FOR SIZE & SEE PLAN cal FIRST CELL NEXT TO CONTROL REINFORCING JOINTS/CORNERS/OPENINGS, TYPICAL. 10. VERTICAL CONTROL JOINTS SHALL TERMINATE AT TOP OF FOOTING. 11. PROVIDE CORNER BARS TO MATCH TYPE AND QUANTITY OF HORIZONTAL WALL PARTIAL CMU REINFORCING, TYPICAL. 4-009 WALL SECTION g 0- w w U) 4-012 TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE U) z z ~L_z — ��o Z)zz0 h- Owz U2=i Lu 2; 0�Cn U�5O� Q u- z �OWw oWOfh=- cnwp0 0ZZC) z7Qw awNZ oz-, z¢uSw OZ_j UOz UILL! FnD wl=za cn=Ww �wYm W�oi:� UOzi =0�-2 ~Z02 z-Z- z�LUw 3LCU)a O -I O C� �2wz Cf)IL- O0o < U) u_ -wm-F 0U)z z z z WUU� <u-0 tY = �Qcn z mOUH wU U Z ww ILI- �w 0�u� OLL ��j wz H w cn�Lu F- UQ�� z ?�Oc~i� MASTER CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROD NO. 2049-022 © COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL INFO@FWBARCHITECTS.COM WW W.FWBARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2D21 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUTSPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. �0000000000�ppp� a:b'G•�•\CENq •e���a0 O• • o* 0 4 81 � *� � r o r °off E OF 'W'•g Wp O a�pOO�•• ��� Z( gyp. •G�a •. •.• a Opd�S0 0 / 0 4b0 ROBERT L. BELL, P.E. FL. LIC. No. 74081 J z O Li w 2 H z 0 h- n. U rn w z O w rY w 0 aN M L" CO N O N N O 0 W Q Z W (� U Z 0 U o J J� Q 0 Im F- W ZZ L o 0 =w M U �LL O cn O U =� o= r >- > 0) = a (� Q (0 N a PROJ MGR: CKD BY: JOB NUMBER: 21-19 SHEET NUMBER: S304 SEE MASONRY NOTES FOR SIZE & SPACING OF MASONRY REINFORCING CONTINUOUS DOVETAIL SLOT Emmm ILI 'A IFri 11 Ninoi '.iiel a .... FA CONCRETE COLUMN SEE PLAN FOR SIZE & REINFORCING VERTICAL REINFORCING, SEE PLAN FOR SIZE & SPACING CONCRETE COLUMN TO MASONRY CONNECTION LAP SPLICE SCHEDULE FOR SINGLE REINFORCED 8" CMU WALL BAR SIZE LAP SPLICE REMARKS #3 1811 #4 24" #5 30" #6 3611 LAP SPLICE SCHEDULE SINGLE REINFORCED 8" CMU WALL LAP SPLICE SCHEDULE FOR DOUBLE REINFORCED 8" CMU WALL BAR SIZE LAP SPLICE REMARKS #3 18" #4 24" #5 30" #6 36" LAP SPLICE SCHEDULE DOUBLE REINFORCED 4-022 8" CMU WALL CMU LINTEL SCHEDULE WALL THICKNESS LINTEL DEPTH BOTTOM REINFORCING TOP REINFORCING STIRRUPS & SPACING NOTES PCL-1 8" 2#5 - - - PCL-2 16" 2#5 2#5 - - PCL-3 24" 2#5 2#5 #3 @ 8" - 7 5/8" op 1 1/4" 1/2" DOWEL LOCATION 4-023 Q SEE SCHED. z FOR REINF., z z # TYP. J CONCRETE z z < N %' FILLED, TYP. p•' ! in s •• ' - .'! 00 WALL WALL WALL WIDTH WIDTH WIDTH PCL-1 PCL-2 PCL-3 NOTES: 1. PRECAST CONCRETE LINTELS CAN BE INSTALLED AT ALL OPENINGS PER SCHEDULE. CAST IN PLACE CONCRETE LINTELS SHALL BE PLACED WHERE SHOWN ON PLANS. ' Q SUBSTITUTED UPON APPROVAL BY ENGINEER. J z 2. GROUTED LINTEL (THROUGH) BLOCKS SHALL EXTEND A MINIMUM OF 8" BEYOND z O FACE OF OPENING EACH SIDE UNLESS NOTED OTHERWISE. THE FIRST TWO Q • g z VERTICAL CELLS EACH OF THE OPENING SHALL BE GROUTED AND CONTAIN (2) #5 z 0 M VERTICAL EACH FACE. r - NOTE: THE FIRST CELL EACH SIDE OF THE OPENING SHALL BE GROUTED TO LINTEL z N LEVEL. SECOND CELL SHALL BE GROUTED TO ROOF LEVEL. - • ' :' 3. SEE SPECIFIC DETAIL FOR BRICK LEDGE SUPPORT ANGLE OF LOOSE LINTEL SCHEDULE. 4. CONSTRUCTION/CONTROL JOINT SHALL NOT BE LOCATED WITHIN WIDTH OF WALL WALL OPENING, NOR SHALL IT BE LOCATED WITHIN 24" OF THE OPENING ON EITHER SIDE. 5. CONCRETE LINTEL BEARING EACH SIDE OF LINTEL TO BE EQUAL TO DEPTH OF WIDTH WIDTH LINTEL, TYPICAL UNLESS NOTED OTHERWISE. CIPL-1 CIPL-2 TYP. PRECAST/C.I.P. LINTEL DETAIL PRE -FABRICATED CURB 1/2" 0 A36 BOLTS FOR MECH. EQUIP. AT 24" O.C. 1/4" WASHER METAL DECK- SEE PLAN DRY PACK W/ NON - STEEL JOIST TOP SHRINKAGE NON - CHORD MEMBER METALLIC GROUT PLATE WASHER PL 1/4'x3"x3" CONNECTION OF PRE -FABRICATED L: SEE SCHED. FOR REINF., ,. TYP. WALL 00. WIDTH CIPL-3 4-033 PRE -FABRICATED CURB 1/2" 0 A36 BOLTS FOR MECH. EQUIP. AT 24" O.C. DRY PACK W/ NON -SHRINKAGE METAL DECK - NON-METALLIC SEE PLAN GROUT L4x4x1/4 (PER DETAIL 5-302) STEEL JOIST BEYOND - SEE PLAN 4-005 BOTT. LINTEL SEE ARCH. TYPICAL PRECAST LINTEL SECTION VERTICAL REINF. SEE PLAN PRECAST LINTEL, SEE SCHEDULE 4-033 4-031 L6x4x3/8" DECK ANGLE METAL DECK W/ 3/4" o HILTI SEE PLAN HITS @ 24" O.C. EACH SIDE. 11 DBL BOND BEAM W/ (2) #5 CONT. CMU WALL SEE PLAN FOR SIZE AND REINF. BRACE SCHEDULE "L1 & L2" L ANGLE SIZE 6'-0" 2" X 2" X 3/16" 8'-0" 3" X 3" X 3/16" 12'-0" 4" X 4" X 1/4" NOTE: MAXIMUM SPACING OF WALL BRACING SHALL NOT EXCEED U-0" ON CENTER UNLESS NOTED OTHERWISE IN PLANS OR SECTIONS. TYPICAL INTERIOR IV V IV-LVHV CSCf�KI IV V WALL BRACE DETAIL 4-099 PRE -FABRICATED CURB FOR MECH. EQUIP. DESIGNED BY OTHERS. MUST BE DESIGNED TO RESIST ALL APPLICABLE LOADS AS REQUIRED BY FLORIDA BUILDING CODE 1 /2" 0 A36 BOLTS AT 24" O.C. _\ CURB TO BE DESIGNED TO TRANSFER WIND LOADS (TENSILE & SHEAR) INTO ANGLE METAL DECK, \ I ROOF OPENING SEE PLAN L4x4x1/4 STEEL JOIST BEYOND CONNECTION OF PRE -FABRICATED CURB TO ROOF STRUCTURE WHEN CURB TO ROOF STRUCTURE WHEN I ANGLES SPANNING BETWEEN � I SUPPORTED BY ANGLES SPANNING - SUPPORTED BY ROOF JOIST 5-089 ROOF JOIST 5-090 BTW. ROOF JOIST 5-093 CONNECTION OF PRE -FABRICATED CURB TO ROOF STRUCTURE WHEN SUPPORTED BY 4x4x1 /4 BOTT. LINTEL SEE ARCH. TYPICAL CAST IN PLACE LINTEL SECTION TYP LINO 1/8 3" 1/8 V 3" VERTICAL REINF. SEE PLAN CAST IN PLACE LINTEL W.P. (HIGH POINT) EL.- SEE PLAN (UNDERSIDE OF MTL DECK) 2 1/2" MIN. NOTE 1 OPEN WEB JOISTS SEE PLANS @ POINT LOAD BETWEEN JOIST PANEL POINTS ADD L 2 X 2-r-- 3/16 JST. SPACING 4-032 2 1/2" MIN. BEARING TYP SUPPORTING STEEL MEMBER -SEE PLAN TIE - BEAM COLUMN @ POINT LOAD BETWEEN JOIST PANEL POINTS ADD L2X2X3/16 z a W.P. (LOW POINT) w 2 1/2" MIN. EL.- SEE PLAN L NOTE 1 (UNDERSIDE OF MTL DECK) �-a — NUMBER OF ROWS & TYPE OF BRIDGING PER SEE PLAN MANUFACTURER SPECIFICATIONS. SPANDREL BEAM BRIDGING I BLDG. END BAY ' D ' NOTES: BAY 1. BEARING ENDS OF SLOPED JOISTS SHALL BE HORIZONTAL TO OBTAIN FULL CONTACT WITH SUPPORTING MEMBERS. 2. AT END BAYS, EXTEND ALL BOTTOM CHORDS & CONNECT TO SPANDREL BEAMS. 3. CEILING EXTENSIONS ARE REQUIRED FOR O.W.J. ABOVE HUNG CEILING AREAS WHERE SHOWN ON ARCH. DRAWINGS. TYP nPFN WFR .IC)I.';T nFTAII ,; - .,;I (rpm ROOF 5-201 TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE NAMASTER CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 © COPYRIGHT 2016 Furr, Wegman 8� Banks Architects, P.A. AR0006480 625 EAST ORANGE 9. LAKELAND, FL 33801 E-MAIL INFO@FWBARCHITECTS.COM WWW.FW BARC H ITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WHHOUTSPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. oog0000040000004pp 0000 FL; Boa ••.•� �• a 9.0 C E N S•�'•e ��pp F Fpp P0� 081 � *Q O-p• •moo ° •• E OF p0 Opp s• :C 1 Op•.�?q ood Op��Q��4� NA L qoo b00i1000 ROBERT L. BELL, P.E. FL. LIC. No. 74081 J z 0 w w _ _ z O_ I - a it U U) w 0 z 0 > w w H Q 0 N O N ti N 00 O W Q F_ W Z O Q U z o U J J� Q m F_ CO LJJ z Z LO (n O L i M U J oU- .01 O U =�Cn ZJ L.J- Ica Q 7 U) >- > 0- °' I— a Cn Q co N = a PROJ MGR: CKD BY: JOB NUMBER: 21-19 SHEET NUMBER: S305 T/PARAPET WALL_ SEE ARCH. DWG U.S. /MTL DECK SEE PLAN CONC. TIE BEAM W/ - (2)-#6 T&B CONT. #3 @ 6" TIES MIN. UNLESS NOTED OTHERWISE IN PLANS OR SECTIONS VERTICAL REINF. CONT. TO TOP OF CMU PARAPET WALL SECTION AT WALL SINGLE BEARING SEE NOTE #1 CONT. L4x4x1/4 (LLV) DECK CLOSURE FASTEN TO CMU WALL W/ 3/4"0 EXP. BOLTS AT 24" O.C. MAX. EMBED DEPTH = 4 1/2" WELD DECK TO CLOSURE ANGLE METAL DECK, SEE PLAN STEEL JOIST, J SEE PLAN CROSS BRIDGING, SEE PLAN HORIZ. BRIDGING, SEE PLAN L3x3x1 A W/ (1) 5/8"0 x 4 1 /2" LONG EXP. BOLT 5-204 ROOF DRAIN, SEE ARCH. DWG'S 30X30 SHEET METAL- 10 GA. MIN. FIELD WELDED TO M.D. CENTER ON ROOF DRAIN. 6 - 1/2"0 FUSION WELDS MIN. (2 PER RIB) AT OPP. ENDS OF 30X30 SHT. METAL ROOF DECK, SEE PLAN NOTE: 1. SEE DETAIL 5-302 FOR STEEL REINFORCING AROUND ROOF DRAIN OPENING. TYP. DECK REINF. (cD ROOF DRAIN W/O SUMP PAN 5-301 T/PARAPET WALL SEE ARCH. DWG PL 1/2"X6"X8" - W/ (2) 1/2"0 X 6" LG. HEADED STUDS W/ MIN. (2) REINF. BARS IN FRONT U.S. / MTL DECK_ SEE PLAN ADDTL CONCRETE AS NEEDED TO MATCH COURSING. SEE DETAIL 5-212 FOR ADDTL REINF. CONC. TIE BEAM W/ - (2)-#6 T&B CONT. #3 @ 6" TIES MIN. UNLESS NOTED OTHERWISE IN PLANS OR SECTIONS VERTICAL REINF. CONT. TO TOP OF CMU PARAPET WALL SECTION AT WALL SINGLE BEARING FRAME DETAIL CONT. L3x3x1/4 DECK CLOSURE, WELD TO JOISTS ADDTL (1) #4 x 48" CENTERED IN FRONT OF THE EMBED PLATE METAL DECK, SEE PLAN STEEL JOIST, SEE PLAN PL 1 /2" X 3" X 6" PL 112" X 4" X 6" W/ (2) 1/2"0 X 4" LG. HEADED STUDS 5-205 BEAM OR JOIST SEAT NOTE #1 PROVIDE FRAMES FOR OPENINGS 8" OR MORE (LARGER DIMENSION OR DIA.) INCLUDING ROOF DRAINS & SUMPS SEAT SAME SIZE AS SUPPORT FRAME 1/4 2 SHOP WELD —� SEAT DETAIL NOTES: 1. ANGLES ALL SIDES UNLESS BEAMS SHOWN ON PLAN: L2X2X1/4 FOR "W" < 2'-0" L3X3X1/4 FOR "W" < 4'-0" L4X4X1/4 FOR "W" < 6-0" 2. FOR "W" > 6-0" USE L OR W-BEAM. L SIZE OR DEPTH OF W-BEAM EQUAL TO SPAN DIMENSION IN INCHES. MINIMUM THICKNESS = 1/4". 3. FOR "W° > 10'-0" CONTACT ENGINEER OF RECORD FOR DETAIL. TYP. ROOF OPN'G DETAIL 5-302 P L 1 /2" X 7 1 /2" X 7 1 /2" W/ (2) 1/2" o X 6" LG. HEADED STUDS CONC. TIE BEAM W/ 246 T&B CONT. #3 @ 18" TIES VERTICAL REINF. CONT. TO TOP OF CMU PARAPET WALL SECTION AT WALL DOUBLE BEARING EXAMPLE METAL DECK - SEE PLAN STEEL JOIST - SEE PLAN 3617-4 L- NO. OF SIDE LAP FASTENERS NO. OF SUPPORT FASTENERS WIDTH OF METAL DECK 5-206 NOTES: 1. USE 5/8" 0 PUDDLE WELD AT SUPPORTS AND #12 SCREWS AT SIDE LAPS. 2. USE 36/7-4 UNLESS NOTED OTHERWISE IN PLANS. 3. USE 5/8" 0 PUDDLE WELDS @ 6" O.C. ALONG DECK CLOSURE ANGLE AND EMBED PLATE PARALLEL TO FRAMING UNLESS NOTED OTHERWISE IN PLANS. TYPICAL 1-1/2" ROOF DECK FASTENER LAYOUT 5-306 (1) #5 CONT (2) #5 CONT INSTALLED BELOW JOIN (1)#5 BETWEEN JOIST SEAT #3 "U-BAR" - SPLICE MIN. OF 12" TO BEAM TIES. INSTALL ONE ON EACH SIDE OF JOIST BEARING POCKET & MATCH BEAM TIES IN BETWEEN BTWN. JOIST BEARING 2" BEARING ELEVATION JOIST BEARING DETAILS METAL DE SEE PLAN L2x2x3/16 L, FOR POINT LOAD TO JOIST PANEL POINT 1'Y 111 \ IT LOAD AT TOP CHORD _JIST SEE PLAN (1) #5 CONT. T/CONC. BM. EL. = VARIES PL 1/2"x6"x8" W/ — (2) 1/2"o x 6" LONG HEADED STUDS � STEEL JOIST 3/16 V 3 - SEE PLAN (2) #5 BARS CONT. INSTALLED 2" BELOW JOIST SEAT AT JOIST BEARING 2" i JI SLOPED BEARING ELEVATION METAL DECKING SEE PLAN TYPICAL ADDITIONAL WEB REINFORCEMENT FOR CONCENTRATED LOAD (WHEN POINT LOAD IS GREATER THAN 40 POUNDS) 2ND FLOOR 2ND FLOOR 12' - 10" 12' - 10" co w D: F-: `r°w 0' co w H co m X> X> CO X> X> �� X> > X> X> > X> X> X> �w X N O N �-0 NCO N CO 4t 0 X> oo NCO .- O * N CO —* N O ro CO *k N Cfl — CO * r* CO O T O r O r 00 O O { O r O l r O r O r O ! O T .N- O r FOUNDATION FOUNDATION -1 - 4" C1 C2 C3 C4 C5 C6 C7 G8 C9 C10 C11 C12 C13 C14 C15 -1' - 4" Column Locations E-3.5 E-4 E.5-3 E.5-4 F-1 F-2 F-3 F-4 F.3-3 F.3-4 F.7-3 F.7-4 G-3 G-3.5 G-4 CONCRETE COLUMN SCHEDULE SCALE: 1/8" = 1'-0" NOTE: REFER TO 3-061/S301 FOR TYPICAL COLUMN SECTIONS AND TIE SCHEDULE L2x2x3/16 EACH SIDE FOR POINT LOAD TO JOIST PANEL POINT 6" OR GREATER POINT LOAD LOAD AT BOTTOM CHORD 5-212 STEEL JOIST SEE PLAN 1�] TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE MASTER CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 © COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND,FL 33801 E-MAIL: INFO@F W BARC H ITECTS.COM W W W. FW BARC H ITECTS.0 OM PH. 863.688.1211 ®COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCH"ECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWOH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. �gd000000�a q���'•v� G E N g .e9 i la CJ {�a 00 NJE PTA � O d 0 �0 °off .. OF : 4o O <C/s4 4UfV0 . •......� UU �N% V / 00 ROBERT L. BELL, P.E. FL. LIC. No. 74081 J z O w w Ln 1 z O a U r� w 0 z O Ln > w w a 0 aN M 11"t I CC) I CO I,- N O N N 00 O W a 0 rA Z W (' U Z 0 U 0 o U J J Q �m WzZ 0 U-) U) O W M 0� U J oLL 8-0 Cl) J O U =� o= 0- 2w 00Q 0) } W >- > °' EL _ < /� v) Q c`o N D- PROJ MGR: CKD BY: JOB NUMBER: 21-19 SHEET NUMBER: S306 &- M T 5-206 S306 53 SECTION 3 S401 SCALE: 1/2" = 1'-0" 3 5-206 S U.M.D. VARIES BOND BEAM W/ (2) #5 BARS, PROVIDE MATCHING CORNER BARS AT WALL INTERSECTIONS CMU WALL, SEE PLAN FOR VERT. REINF. 2"-CONCRETE TOPPING SLAB OVER HOLLOWCORE FLOOR PLANK, TYPICAL. 3RD FLOOD 22' - 10" HOLLOWCORE PLANK FLOOR FRAMING, SEE PLAN. 8"x 24" CONIC TIE BEAM, EACH LEVEL, TYPICAL. BOND BEAM W/ (2) #5 BARS AT 4'-0" O/C, PROVIDE MATCHING CORNER BARS AT WALL INTERSECTIONS, TYPICAL. 2"-CONCRETE TOPPING SLAB OVER HOLLOWCORE FLOOR PLANK, TYPICAL. 2ND FLOO _* 12' - 10" HOLLOWCORE PLANK FLOOR FRAMING, SEE PLAN. CMU WALL, SEE PLAN FOR VERT. REINF. BOND BEAM W/ (2) #5 BARS AT 4'-0" O/C, PROVIDE MATCHING CORNER BARS AT WALL INTERSECTIONS, TYPICAL. SLAB ON GRADE, SEE PLAN WELDED WIRE MESH, TYP. SLAB ON GRAD 0'-0" FOUNDATION SEE PLAN CONT WALL FOOTING, SEE PLAN FOR REINF 52 END WALL SECTION S401 SCALE: 1/2" = 1'-0" T/ WALL 35'-41' PRE -CAST LINTEL, TYP. WALL BEYOND 2"-CONCRETE TOPPING SLAB OVER HOLLOWCORE FLOOR PLANK, TYPICAL. 3RD FLOOR I� 8"x 24" CONIC TIE BEAM, EACH LEVEL, TYPICAL. HOLLOWCORE PLANK FLOOR FRAMING, SEE PLAN. 2"-CONCRETE TOPPING SLAB OVER HOLLOWCORE FLOOR PLANK, TYPICAL. SEE SLAB PLAN NOTES FOR REINFORCING 2ND FLOOR 12' - 10" HOLLOWCORE PLANK FLOOR FRAMING, SEE PLAN. CMU WALL, SEE PLAN FOR VERT. REINF. PRE -CAST LINTEL, TYP. WALL BEYOND SLAB ON GRADE, SEE PLAN WELDED WIRE MESH, TYP. SLAB ON GRADE -- FOUNDATION SEE PLAN CONT WALL FOOTING, SEE PLAN FOR REINF WALL 35' - 4" BOND BEAM W/ (2) #5 BARS, PROVIDE MATCHING CORNER BARS AT WALL INTERSECTIONS 2"-CONCRETE TOPPING SLAB OVER HOLLOWCORE FLOOR PLANK, TYPICAL. SEE SLAB PLAN NOTES FOR REINFORCING _ 3RD FLOOR 22' - 10" CONIC TIE BEAM, EACH LEVEL, TYPICAL. HOLLOWCORE PLANK FLOOR FRAMING, SEE PLAN. BOND BEAM W/ (2) #5 BARS AT 4'-0" O/C, PROVIDE MATCHING CORNER BARS AT WALL INTERSECTIONS, TYPICAL. 2"-CONCRETE TOPPING SLAB OVER HOLLOWCORE FLOOR PLANK, TYPICAL. 2ND FLOOR 12' - 10" HOLLOWCORE PLANK FLOOR FRAMING, SEE PLAN. CMU WALL, SEE PLAN FOR VERT. REINF. SLAB ON GRADE, SEE PLAN WELDED WIRE MESH, TYP. 1/2" PRE -MOLDED JOINT FILLER SLAB ON GRADE 0'-0" FOUNDATION SEE PLAN CONT WALL FOOTING, SEE PLAN FOR REINF 51 BRG. WALL SECTION S401 SCALE: 1/2" = 1'-0" TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE MASTER. CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.meengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 © COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006ASO 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W. FW BARC H ITECTS.0 OM PH. 863.688.1211 0 COPY RIGHT 2D21 FURR, WEGMAN-& BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF PURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. L44pp Q 0000 q Q��' •� C E NSF •40 p a 0' No 7 1 .� O ATE OF Jam" ^ •. to O;•'G��a 0a0 4DU0 ROBERT L. BELL, P.E. FL. LIC. No. 74081 J z O W LU x U) Lf) z O H 0 W 0 z O Lu LL Q 0 a04 M 1 to Co ti r CV O N ti N O O W Q 0 F- z W U J 0 O Q Z Cl w Ua o _j U 0 F- z Q zZ L0 O 2 w L` o OO cn _ O _ _ o= mQ W CQ W 2:12- � C' J Q (D N a PROJ MGR: BY: 7 JOB NUMBER: 21-19 SHEET NUMBER: S401 BOND BEAM W/ (2) # PROVIDE MATCHING CORNER BARS AT V1 INTERSECTIONS CMU WALL, SEE PLA VERT. REINF. CMU WALL, SEE PLA VERT' REINF. BOND BEAM W/ (2) # PROVIDE MATCHINC CORNER BARS AT V\ INTERSECTIONS CONCRETE BEAM, SEE PLAN CONCRETE COLUMP PLAN AND SCHEDUL SIZE AND REINFORC 3 3.5 4 5-205 I I I S306 (7`0 SECTION 4 SCALE: 1/2" = 1'-0" /8 X V-0" W/ 0 X 4-3/4" ! 24"O.C. 3116" F GALVANIZED METAL DECK I D2 DETAIL 2 S402 SCALE: 1" = 1'-O" 4" 2'-0" 03 DETAIL 3 S402 SCALE: 3/4" = 1'-0" OSURE ANGLE C 12X20.7 12"xl2"x314" EMBED PLATE W/ (4) 3/4"x4-3/4" HSA @ 24" O.C. SPACING CANOPY METAL DECK BM-7, SEE PLAN • e Q• d• _ — --4 = D4 DETAIL 4 S402 SCALE: 1" = 1'-0" TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE 2ND FLOOR 12' - 10" CMU WALL, SEE PLAN FOR VERT. REINF. _ 2ND FLOOR 12' - 10" HOLLOWCORE PLANK FLOOR FRAMING, SEE PLAN. CONCRETE BEAM, SEE PLAN MASTER STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTA NED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJI NO. 2049-022 © COPYRIGHT 2016 CONSULT ENGINEE ING RS, INC. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W WW. FW BARC H ITECTS.COM PH. 863.688.1211 FURR, WEISMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FUR R, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. L -"0U Ada ��......• 0ddd E N s••.•9°°a o 7 81 < c .r S EOF :�� a •Al 00 QS! O NA L 0�0�4� J Z LO r W Lu Z O (L U U) w 0 Z O r� w ry w 0 ROBERT L. BELL, P.E. FL. LIC. No. 74081 —INIMI--tIRnICOII— J_ (D Q z w U—j m z c� Q zzLO V) v, M w O� �� O u LL o 2 U mQ Fn} a. �_ IL ''w^^ v, ' ^ w Q C(o N PROJ MGR: 1 CKD BY: T— N O N N 00 O W Pau H z W O 0 z O U) O O 0 O W a n 21-19 S402 BOND BEAM W/ (2) #5 BARS, PROVIDE MATCHING CORNER BARS AT WALL INTERSECTIONS CMU WALL, SEE PLAN FOR VERT. REINF. HOLLOWCORE PLANK FLOOR FRAMING, SEE PLAN. CMU WALL, SEE PLAN FOR VERT. REINF. BOND BEAM W/ (2) #5 BARS, PROVIDE MATCHING CORNER BARS AT WALL INTERSECTIONS CONCRETE BEAM, SEE PLAN HOLLOWCORE PLANK FLOOR FRAMING, SEE PLAN. CONCRETE COLUMN — BEYOND, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING BOND BEAM W/ (2) #5 BARS, PROVIDE MATCHING CORNER BARS AT WALL INTERSECTIONS CMU WALL, SEE PLAN FOR VERT. REINF. SECTION 5 SCALE: 1/2" = 1'-0" 4-061 S305 CMU WALL, SEE PLAN FOR VERT. REINF. some imam �i • • •PING ■ ■SLAB OVER HOLLOWCORE • •TYPICAL. ..................................................................................................................................................: : CONCRETE BEAM, SEE PLAN CMU WALL, SEE PLAN FOR VERT. REINF. --x.—az—x—Tx,-x=x—x-x�x <-,A' 4- -14 S7 S404 H D I I M/lr1C F ACTAI nE7rl I! QCC • • BOND BEAM W/ (2) #5 BARS, PROVIDE MATCHING CORNER BARS AT WALL INTERSECTIONS _ 3RD FLOG 22" - 10" EMBED FOR PRE -CAST STAIR @ 12" O.C. BY PRE -CASTER, TYP. ALL FLOOR BEAM, EACH LEVEL BOND BEAM W/ (2) #5 BARS, PROVIDE MATCHING CORNER BARS AT WALL INTERSECTIONS _ 2ND FLOOR 12'- 10" BOND BEAM W/ (2) #5 BARS, PROVIDE MATCHING CORNER BARS AT WALL INTERSECTIONS SLAB ON GRADE, SEE PLAN WELDED WIRE MESH, TYP. SLAB ON GRADEof %1 FOUNDATION i, SEE PLAN Y — CONT WALL FOOTING, SEE PLAN FOR REINF. S6 SECTION 6 S403 SCALE: 1/2" = 1'-0" TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE lid m3k MASTER CONSULTING ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTANED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 OO COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM WWW. FW BARC H ITECTS.COM PH. 863.688.1211 0 COPY RIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUTSPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. �g,�00000004bppQQ �' No 7 81 �- �O d r 0�0� ST EOF ;�u� G Q ppp� �s- <� ppd�Q Il�4Ob A o ���66oa 400 ROBERT L. BELL, P.E. FL. LIC. No. 74081 J z O F- w w TZ CD L0 I z O n. Of U U) w 0 z O w w Q 0 aCV Ch nt In CO 1,- N O N ti N 00 O w Q H z w J 0 Q Z o W C) o 0 J� U m F- z < zZ M o U Z D 0ILL 2 o O O � J o _O I— _ 0 0 m Q n w 0) T_ Lij CQ I.I.I IL Q LIJ PROJ MGR: CKD BY: JOB NUMBER: 21-19 SHEET NUMBER: S403_ Fµ' "I. " s7 SECTION 7 S404 SCALE: 1/2" = 1'-0" — ROOF METAL DECK, SEE PLAN STEEL JOIST, SEE PLAN 3.5 I I I S5 S403 4 !I T/WALL 39'-4" 3RD FLOOR 22' -- 10" 2ND FLOOR_ _ %1 12' - 10" SLAB ON GRADE 0 -0 " - .......... .......... _...... 11 Li p a, , Q. L J FOUNDATION I r���r ..rTn� r�rn�i nrr S8 SECTION 8 S404 SCALE: 1/2" = 1'-0" U.M.D. VARIES 3RD FLOO 22'-10" 2ND FLOOR I� 12' - 10" d < . SEE PLAN Y _d - a I P p ° " TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE a 4 4 a " STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING CODE 2020 (SEVENTH EDITION), AC1318-14 AND LOCAL CODES AS APPLICABLE MASTER CONSULTING fty, I ENGINEERS, INC. STRUCTURAL CONSULTANTS 5523 WEST CYPRESS ST., STE.200 TAMPA, FLORIDA 33607-1735 P 1813.287.3600 F 1813.287.3622 www.mcengineers.com THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. CA: 8426 PROJ NO. 2049-022 © COPYRIGHT 2016 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FW BARCHITECTS.COM W W W.FW BARCH ITECTS.COM PH. 863.688.1211 ® COPY RIGHT 2D21 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING 15 AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. o,Sopp000004bQpp0 a ��•� •� G E /V 4,9 �Q�4 #d o o pp: EOF :fig Ca o Fs •: S ••••. •. •. •• a qd�.S Da000' O A ROBERT L. BELL, P.E. FL. LIC. No. 74081 J Z O w w I Z O r a U U) w 0 Z O Ln w w 0 N O N N N 00 O LLJ Q 0 07 Z w U J (D U Q Z o w U� O 0 U Q _J :D z (j m Q zZ LO o U) Cn LV M U Z o� 8 O � v� O fn -j O ZJ 0 = LLI U m Q } U) U)(> Q LLI a = N a PROJ MGR: CKD BY: JOB NUMBER: 21-19 SHEET NUMBER: S404 RATED WALL LEGEND — - — - — 1-HOUR FIRE RATED WALL - UL # U905 --•—••— 2-HOUR FIRE RATED WALL- UL# U905 (GENERAL NOTES A. ALL MATERIAL GAUGES AND SIZES IDENTIFIED ARE MINIMUMS. B. ALL EXPOSED GYPSUM BOARD AND WALLBOARD TO RECEIVE LIGHT TEXTURE FINISH, TYPICAL AT PAINTED ROOMS ONLY. C. DIMENSIONS ARE TYPICALLY TO FACE OF METAL STUD, AND/OR CONCRETE BLOCK. D. PROVIDE DIAGONAL BRACING @ TOP CORNERS OF ALL STUD WALLS, TYPICAL. E. EXTEND WALL BOARD TO BOTTOM OF ROOF DECK OR FLOOR ABOVE AT FIRE RATED AND/OR SMOKE WALLS. CAULK TOP AND BOTTOM OF WALLS AS REQUIRED BY CODE. SEE LIFE SAFETY PLANS FOR RATING REQUIREMENTS AND LOCATIONS. F. USE MOISTURE RESISTANT GYPSUM DRYWALL IN TOILETS, UNLESS NOTED OTHERWISE. G. PROVIDE FULL BLOCKING IN WALL BEHIND ALL WALL MOUNTED DOOR STOPS, MILLWORK AND TOILET ROOM & JANITORIAL ACCESSORIES. H. AT SOUND RATED WALLS, ALL FRAMING, GYPSUM SHEATHING, SOUND BOARD, AND SOUND ATTENUATED BATT MUST BE CONTINUOUS FROM FLOOR TO BOTTOM OF FLOOR SLAB OR UNDERSIDE OF ROOF ABOVE. SEAL TOP AND BOTTOM OF WALL WITH ACOUSTICAL CAULK. TAKE ALL NECESSARY ACTION TO ACOUSTICALLY SEAL AROUND AND AT ANY PENETRATIONS IN SOUND WALLS. I. CUSTODIAL CLOSETS WILL REQUIRE WALL TILE AT THE MOP SINK TO 48" ABOVE FINISH FLOOR. J. RESTROOM WALLS ARE TO HAVE FULL HEIGHT TILE UNLESS NOTED OTHERWISE. WALL TYPE ASSEMBLIES SCALE: 1"=V-0" W- 0 3/4" SMOOTH STUCCO FINISH W I I EXTERIOR ` 12 x 8 x 16 CMU TO BOTTOM OF INTERIOR ' I 8 x 8 x 16 CMU TO BOTTOM OF STRUCTURE ABOVE :: ;: STRUCTURE ABOVE 2" RIGID INSULATION 2-1/2", 20 GA. STEEL STUDS @ 16" O.C. TO ` 2-1/2", 20 GA. STEEL STUDS @ 16" O.C. TO .: BOTTOM OF STRUCTURE ABOVE BOTTOM OF STRUCTURE ABOVE 5/8" GYPSUM BOARD DRYWALL FINISH ONE SIDE ;' 5/8"GYPSUM TYPE X BOARD DRYWALL FINISH * USE 5/8" CEMENTBOARD @ WET WALLS WHERE I I ONE SIDE * USE 518" CEMENTBOARD @ WET FINISH IS CERAMIC TILE WALLS WHERE FINISH IS CERAMIC TILE 2-HOUR FIRE RATED WALL (UL# U905) W-9 W-4 PAINTED FINISH INTERIOR INTERIOR 8 x 8 x 16 CMU TO BOTTOM OF T, 20 GA. STEEL STUDS @ 16" O.C. TO BOTTOM STRUCTURE ABOVE OF STRUCTURE ABOVE 2-1/2", 20 GA. STEEL STUDS @ 16" O.C. TO 5/8" TYPE "X" GYPSUM BOARD DRYWALL FINISH „': BOTTOM OF STRUCTURE ABOVE EACH SIDE * USE 518" CEMENTBOARD @ WET WALLS WHERE FINISH IS CERAMIC TILE 5/8" GYPSUM TYPE X BOARD DRYWALL FINISH ONE SIDE *USE 518" CEMENTBOARD @WET ` WALLS WHERE FINISH IS CERAMIC TILE SOUND ATTENUATION INSULATION I 2-HOUR FIRE RATED WALL (UL# U905) W-8 W-3 3l4" SMOOTH STUCCO FINISH - INTERIOR EXTERIOR I 8 x 8 x 16 CMU TO BOTTOM OF 3-5/8", 20 GA. STEEL STUDS @ 16" O.C. TO STRUCTURE ABOVE BOTTOM OF STRUCTURE ABOVE 2" RIGID INSULATION 5l8" GYPSUM BOARD DRYWALL FINISH EACH SIDE * USE 5/8" CEMENTBOARD @ WET WALLS _- 6", 20 GA. STEEL STUDS @ 16" O.C. TO BOTTOM OF STRUCTURE ABOVE WHERE FINISH IS CERAMIC TILE LE 7' - 5/8" GYPSUM BOARD DRYWALL FINISH ONE SIDE i * USE 518" CEMENTBOARD @ WET WALLS WHERE f SOUND ATTENUATION INSULATION FINISH IS CERAMIC TILE I W W ;:- 8 x 8 x 16 CMU TO BOTTOM OF 3/4" SMOOTH STUCCO FINISH EXTERIOR INTERIOR STRUCTURE ABOVE 8 x 8 x 16 CMU TO BOTTOM OF STRUCTURE ABOVE 2" RIGID INSULATION 2-1/2", 20 GA. STEEL STUDS @ 16" O.C. TO BOTTOM OF STRUCTURE ABOVE 5/8" GYPSUM BOARD DRYWALL FINISH ONE SIDE 5/8" GYPSUM TYPE X BOARD DRYWALL FINISH I * USE 5/8" CEMENTBOARD @ WET WALLS WHERE ONE SIDE USE 5/8" CEMENTBOARD @ WET FINISH IS CERAMIC TILE WALLS WHERE FINISH IS CERAMIC TILE 2-HOUR FIRE RATED WALL (UL# U905) W-2 ALT 3/4" SMOOTH STUCCO FINISH W 8 x 8 x 16 CMU TO BOTTOM OF W EXTERIOR 8 x 8 x 16 CMU TO BOTTOM OF INTERIOR I' STRUCTURE ABOVE EXTERIOR STRUCTURE ABOVE 3" RIGID INSULATION 3-5/8", 20 GA. STEEL STUDS @ 16" O.C. TO 13l4"SMOOTH STUCCO FINISH BOTTOM OF STRUCTURE ABOVE 5/8" GYPSUM BOARD DRYWALL FINISH ONE SIDE * USE 5/8" CEMENTBOARD @ WET WALLS WHERE FINISH IS CERAMIC TILE I 518" GYPSUM TYPE X BOARD DRYWALL FINISH ONE SIDE * USE 518" CEMENTBOARD @ WET WALLS WHERE FINISH IS CERAMIC TILE I 8 x 8x 16 CMU (PAINTED) TO BOTTOM OF STRUCTURE ABOVE 2-HOUR FIRE RATED WALL (UL# U905) Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFW BARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2021 PURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF PURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. Ln rn ko sz In Z m *j_- n1 Z LI \v O w �� _ Z w H L \ \ Q U V Q J z O W W 2 U) U) Z O 0 U) w 0 z O U) Lu Lu 0 Al N m ,T U0 cD r` N O N ti N 00 O W H Q U) I— Z W U� O Z o Z Up o J J U J � � V m �— W z z Lo W � U �LL 0, 2 zJ o J o- r J m Q 20 LU co Q (0 N PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: Al 01 1 I ■■/■I■■■i/■■■■■■/■■ ■■■I■■�'��■■■■■i■■i■■��■i■I■_■_■Y■■■■■■■'��■/■■■■■■!1!7■��r,■�■■■■■■■■■�'■■i■■■Y//■I�■■■��■■■■i■■■i■■���■■■■■■i■■■■;!■■�111■■Y■■■!�d■■1111■ii�■■i■■111■■■F-'!lii��'■i■I�■■Y■■11■■■■��■■■■//■■111■■■i■■i■■■■■■■■■111■■■■■■�•■�■■■■■■Ill■!A■111■■■■■■■�I■_■■il ■If ��1� ��� �� III • I� 11 ►.r� , �Il� 11, ����� , � � E / i 11 L7G�/ � 1 ill- (..� ' � IV II— ,h If Lil W-5 • ■'�' 11 b i Inl Il s uu Il 1 � 1 i H III ® s 7 I 11 11 Il I,-,<,..a.<.� ..,■ ■ �� 11 11 A APARTMENT_ r N APARTMENT_ g N i APARTMENT_ (n■ MECHANICALrf0� YcDi n ■ - /-O• 1•�• O ll I ® 12 ni�■ — n i1 \• � � Iy■�.�� � f a _V„ • _J." ,—.f 0. 10, nr • ■ �� I. :1■`1110 31■ 11■ ■e ■1 H Illl .. ■■: 1' 6 �t 11■ <, r ear Inl u■: ■.aa 11 ., ° �.,a�� 5■■ �/■ IIl y •�• I� 11 1 - 0 iiI 1.�� _ RTMENT '� ■ ■ '�/� i��� lJ ®Il...,—. U. n liil BOOTH 0 I1BOOTH ® � 1111 Iiil■'<-,.,...-,<,-,<,��.-,: ® �® ® � 11 _ � � � 9 _:•_� E� � Il.i. � nII � ��■�I-- �•8 01 J11 n � I1■®' % ' / — �■ _-Z=JCL_- aC3L__ I I__.IL- L- ---._\ �■ 7 ■"■i - -- - -- ---- ■ ■� ---'—QIe . I _ ■e -- _�11r1I 7::ICZ II�. --- -I■■1111■■■11-1 --- i ------ ■■■■■ •�- IZ-I-CZ7CC - :J� ■ CIRCULATION I ■>CC:Z=�=CZ7=CZ7=rZ:I �I -==�OI::aC2=�■ :Z�C= �CC7�G=7= ri71 �I:r3-7�t:7 I :71'7C=71=CZ7=C'C'7�C=,YC=7I:1ClC7�C=Z=C� C7C:]CCI7.�C7:7CCZ C7=C7I:ICCr3l:1:=3=C2C3CIC=7=C �rC: co ■ ' 7■■ i _ -1I III - - �� =u In :I!OT e � 9 r APARTMENT . �,11 N IN -off, ii •• ' �� ■11�� li 1�W II y�APARTMEP --- -- ao W-8 W$ ` W 3 , 3,4" 8 5" �4 � I W-8 W-8 �— � � W yy-4 STAIRMAIL m W W-8 ROOMI up 11 W 1 -5 q -8 M 4 W 11 s m CD co 8" 8'•2" 3' 7" 3' W 7'-11" 0" 7' B" I LOUNGE 118 11 3T APARTMENT ap 121 `D71 °° °° SECURITY I ` 2 BEDROOM 3 3 CHECK -IN W_8 120 14'-8" 47'4" 11'4" Up 8" 8„ " W4 W 1 o I T-10" I 11'-0" 11'-0" T-10" 6-8" T-8" 40' 8" 5'4" 1 11'4' r 8" I I I I I I I I I I F � H 4 03 A502 GENERAL NOTES A. PROVIDE FULL BLOCKING IN WALL BEHIND ALL WALL MOUNTED DEVICES AND DOORSTOPS. B. ALL MATERIAL SIZES IDENTIFIED ARE MINIMUMS. C. ALL EXPOSED GYPSUM BOARD TO RECEIVED TEXTURED FINISH. TYPICALLY AT PAINTED ROOMS ONLY. D. DIMENSIONS ARE TYPICALLY TO FACE OF STUD. E. ALL DOOR FRAMES INSTALLED IN STUD PARTITIONS TO BE MOUNTED 4" FROM ADJACENT WALLS (6" TO DOOR) UNLESS OTHERWISE NOTED. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FW BARCH ITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 PURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF PURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRRTFN PERMISSION. ALL RIGHTS RESERVED. In [J] %D Y CO z t0 m Z ,N Q H Q U \I � V Q } J z O Lu Lu _ U) J) _ z 0 U J) Lu 0 z 0 LLI w Q 0 QN cM 'IT r N O N ti N 00 O W H Q ID 0 O F_ LLL z W U) rr�V 0 LL Z z I Up o Z JJ v JJD D (� m F- z z F_ z 0 W Ly o M U ° �- o 02 J c) Z = z J r W mQ ;� W G J } U) 0 vJ (0N PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: Al 1 1 ao W-8 W$ ` W 3 , 3,4" 8 5" �4 � I W-8 W-8 �— � � W yy-4 STAIRMAIL m W W-8 ROOMI up 11 W 1 -5 q -8 M 4 W 11 s m CD co 8" 8'•2" 3' 7" 3' W 7'-11" 0" 7' B" I LOUNGE 118 11 3T APARTMENT ap 121 `D71 °° °° SECURITY I ` 2 BEDROOM 3 3 CHECK -IN W_8 120 14'-8" 47'4" 11'4" Up 8" 8„ " W4 W 1 o I T-10" I 11'-0" 11'-0" T-10" 6-8" T-8" 40' 8" 5'4" 1 11'4' r 8" I I I I I I I I I I F � H 4 03 A502 GENERAL NOTES A. PROVIDE FULL BLOCKING IN WALL BEHIND ALL WALL MOUNTED DEVICES AND DOORSTOPS. B. ALL MATERIAL SIZES IDENTIFIED ARE MINIMUMS. C. ALL EXPOSED GYPSUM BOARD TO RECEIVED TEXTURED FINISH. TYPICALLY AT PAINTED ROOMS ONLY. D. DIMENSIONS ARE TYPICALLY TO FACE OF STUD. E. ALL DOOR FRAMES INSTALLED IN STUD PARTITIONS TO BE MOUNTED 4" FROM ADJACENT WALLS (6" TO DOOR) UNLESS OTHERWISE NOTED. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FW BARCH ITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 PURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF PURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRRTFN PERMISSION. ALL RIGHTS RESERVED. In [J] %D Y CO z t0 m Z ,N Q H Q U \I � V Q } J z O Lu Lu _ U) J) _ z 0 U J) Lu 0 z 0 LLI w Q 0 QN cM 'IT r N O N ti N 00 O W H Q ID 0 O F_ LLL z W U) rr�V 0 LL Z z I Up o Z JJ v JJD D (� m F- z z F_ z 0 W Ly o M U ° �- o 02 J c) Z = z J r W mQ ;� W G J } U) 0 vJ (0N PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: Al 1 1 r ----....... ............ I I I I I I I A B Z FINISH PLAN - FIRST FLOOR SCALE: 1/8" = V-0" T N-M-11mmw mw'Fn']m M11_:��111 � ' I 1 1 I I I I I I I I ® ® B I I 10 I I I I 106 I I 105 I I III III I I III I I 0 I III I I III I I III I I I I III III I I III I I I I I I I I III I I III I I I I III III I I III I I I I III I I III I I III I I I I III III I I III I I I I I I I I III I I III I I I I III III I I III I I I I III III-------I-I-------Its-------�-�-------I-�--------a�lJl ------------------------------------- ----11 I I I I 04 I C D E F KEYNOTES (NOT ALL KEYNOTES USED THIS SHEET) 00 01. FURNITURE BY OWNER. 02. VENDING MACHINES BY OWNER. 03. SELF SUPPORTING FOLDING WALL. 04. LINE OF SOFFIT OR OVERHANG ABOVE. GENERAL FINISH NOTES A. ALL FINISH MATERIALS TO BELOW VOC. B. PAINT IS TO BE ZERO VOC. FINISH SCHEDULE LEGEND ABBREVIATION DESCRIPTION FLOOR LVT LUXURY VINYL TILE PC POLISHED CONCRETE R RUBBER BASE CT CERAMIC TILE R RUBBER BASE WALLS CT CERAMIC TILE GP GYPSUM BOARD PAINTED MP MASONRY PAINTED CEILING ACT 2'x2' LAY IN ACOUSTICAL TILE EXP EXPOSED GP GYPSUM BOARD PAINTED WOOD SIMULATED WOOD PLANKS - CLEAR FINISH 4 I I 1 I I I I I I H ROOM FINISH SCHEDULE ROOM NO. ROOM NAME FLOG BASE WALLS CEILING NOTES S E W MATL. HGT 101 STAIR R R EN MP MP MP EXP102 APARTMENT -- -- -- -- -- -- -- 01 103 APARTMENT -- -- - -- -- -- -- 01 104 APARTMENT -- -- -- -- -- -- -- -- 01 105 CUSTODIAL PC R GP GP GP CT EXP -- -- 106 CIRCULATION PC R GP GP GP GP GP 9'-01, - 107 RESTROOM PC CT CT GP GP GP GP 9'-01, - 108 RESTROOM PC CT GP CT GP GP GP 9'-01, - 109 RESTROOM PC CT GP CT GP GP GP 9'-0" - 110 ELECTRICAL MECHANICAL PC R GP GP GP GP EXP -- -- 111 BOOTH PC R GP GP GP GP GP 9'-0" -- 112 BOOTH PC R GP GP GP GP GP 9'-01, - 113 BOOTH PC R GP GP GP GP GP 9'-01, -- 114 FLEX ROOM PC R GP GP GP GP GP 10'-01, -- 115 ACTIVITY ROOM PC R GP GP GP GP GP 10'-01, -- 116 RA APARTMENT -- -- -- -- I -- -- -- -- 01 117 STAIR R R MP MP MP MP EXP -- -- 118 LOUNGE PC R GP -- GP GP WOOD VARIES -- 119 MAIL ROOM PC R GP GP GP GP GP 9'-0" -- 120 SECURITY CHECK -IN PC R GP GP GP GP GP VARIES -- 121 APARTMENT -- -- -- -- - -- -- -- 01 122 APARTMENT -- -- -- -- -- -- -- -- 01 123 APARTMENT -- -- -- -- -- -- -- -- 01 124 CIRCULATION LVT R GP GP GP GP GP 9'-01, -- 125 CIRCULATION PC R GP GP GP GP GP 9'-01, -- 201 STAIR R R MP MP MP MP EXP -- -- 202 APARTMENT -- -- -- - -- - -- -- 01 203 APARTMENT -- -- -- - -- - -- -- 01 204 APARTMENT -- -- -- -- -- -- -- -- 01 205 APARTMENT -- -- -- -- -- -- -- -- 01 206 APARTMENT -- -- -- -- -- -- -- -- 01 207 RA APARTMENT -- -- -- -- -- -- -- -- 01 208 STAIR R R MP MP MP MP EXP -- -- 209 APARTMENT -- -- -- -- - -- -- -- 01 210 APARTMENT -- -- -- -- -- -- -- -- 01 211 APARTMENT -- -- -- -- -- -- 01 212 APARTMENT -- -- -- -- -- -- -- -- 01 213 APARTMENT -- -- -- -- -- -- -- -- 01 214 CIRCULATION LVT R GP GP GP GP GP 9'-0" -- 215 CIRCULATION LVT R GP GP GP GP GP 9'-01, -- 301 STAIR R R MP MP MP MP GP B.O.T. -- 302 APARTMENT -- -- -- -- -- -- -- -- 01 303 jAPARTMENT -- - — -- -- -- -- -- 01 304 APARTMENT -- -- -- -- -- -- -- -- 01 305 APARTMENT -- -- -- -- -- -- -- -- 01 306 APARTMENT -- -- -- -- -- -- -- -- 01 307 RA APARTMENT -- -- -- -- -- -- -- -- 01 308 STAIR R R MP MP MP MP GP B.O.T. -- 309 APARTMENT -- -- -- -- -- -- -- -- 01 310 APARTMENT -- -- - -- - -- -- -- 01 311 APARTMENT -- -- - -- -- -- -- -- 01 312 APARTMENT -- -- - -- -- -- -- -- 01 313 APARTMENT -- -- - -- -- - -- -- 01 314 CIRCULATION LVT R GP GP GP GP GP 9'-0" -- 315 CIRCULATION LVT R GP GP GP GP GP 9'-01, -- NOTES: 01. SEE TYPICAL UNIT FINISH SCHEDULE ON SHEET A141. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFW BARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OP FURR, WEGMAN & BANKS ARCHRECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING 15 AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. Ln Se 03 Q m Z OOf Ld �U✓ 1 Z W � Q U V Q } J Z O I— W W 2 U) 2 Z O U J) W 0 z O w w 0 N O N N 00 O W Q 17) 07 Z O w O LL i— z 0 z cn U ❑ J J _o F- L JD � m � 7� Z Q Z U) 0 M � w U C) o _ p� F_ z J O O Z J 2 0 1 — LLI Z>^� m � } cn Q LL Lij V J (0 N PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: Al I I I I i I I I A B C D E F G H DIMENSION PLAN - SECOND FLOOR SCALE: 1/8" = 1'-0" GENERAL NOTES A. PROVIDE FULL BLOCKING IN WALL BEHIND ALL WALL MOUNTED DEVICES AND DOORSTOPS. B. ALL MATERIAL SIZES IDENTIFIED ARE MINIMUMS. C. ALL EXPOSED GYPSUM BOARD TO RECEIVED TEXTURED FINISH. TYPICALLY AT PAINTED ROOMS ONLY. D. DIMENSIONS ARE TYPICALLY TO FACE OF STUD. E. ALL DOOR FRAMES INSTALLED IN STUD PARTITIONS TO BE MOUNTED 4" FROM ADJACENT WALLS (6" TO DOOR) UNLESS OTHERWISE NOTED. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL; INFOQFWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHTECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC W RTTTEN PERMISSION. ALL RIGHTS RESERVED. Ln LA lD Y CO Z tD Q (3) — m *k Z ❑ MElf w "\ Z U Ir F- � \ Q U Q J Z O Lu W 2 S H Z O U U) W 0 Z O Lu LLI Q aN M V Ln 'o (\ CV O N ti N 00 O W F- Q O O J LL z z Z W O D U C� o W z o cn z Up o Z JJ U Zz Z O �w m o D o� w 02 o Z = o= W m Q 2ff w > 0 u) < (0 LLI N PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: Al_2_1 01 02 A B C A501 T T T A501 G H I I I I I I I I I I ® ® I ® ® ® I I Q <@> I ^ I I 1�---- 1 17 e O I �n,77 FE01 I I 01 I I 01 04 I 01 01 01 01 01 01 01 01 01 01 APARTMENT APARTMENT APARTMENT APARTMENT 41 202 APARTMENT I 1 zo4 1 21 205 206 36 103 Q I I 09 08 203 I 13 I � 18 1© I © � zs 0 � P8 � 33@ E® ®7 mom—® i6 26 ® 31 0 02 07 16 31 0 1 I I I❑ 0 1 I I I 0 1 I „-T 0 1 I I I❑ 0 1 I 41 4, .g up do I I I I ° I I I I °° I I I I I I ° I I o1 • ® 10 I e 14 19 I e 23 � 29 I e 38 Fctr ® 1s RA STAIR zo R O 8 06 07 04 m 1 20 04 1s 24 O zs 31 APARTMENT © ® © © ® @ I 30 23 31 39 207 r, L ® Lmol e e 1m:oL e Q e Lo e e 16 d e L 26 26 (o 0 e 31 O A e e ?C41 I I I I I I CIRCULATION I 25 I CIRCULATION I I 214 e e CJ Q e e e e 66 Q Q e e e Q Q e r 52 52 Q e e e 43 O d e e 40 O 79 75D O 83 O 70 ssD O 74 O 61 s7D O ©6 IO o 56 Q 43D 51 STAIR 0¢ 04 52 208 78 I I 7 e l© I I 69 I 0 I© I I Q I I I I o° L 0 I 5p I udwn 75 66 0 I I I I 0 I I I I 0 1 i J;, O I I I I 439 0 ® IL 81 ©7 76 APARTMENT APARTME T 5APARTMENT 63 s2 APARTMENT 2 APARTMENT643 48 49 Q 213 212 211 210 � 209 04 04 I 04 04 I 04 04 tH �:t 01 01 01 01 01 01 01 01 01 01 01 01 01 01 I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I A B C D E F G H Z FINISH PLAN - SECOND FLOOR SCALE: 1/8" = 1'-O" KEYNOTES (NOT ALL KEYNOTES USED THIS SHEET) 00 01. FURNITURE BY OWNER. 02. VENDING MACHINES BY OWNER. 03. SELF SUPPORTING FOLDING WALL. 04. LINE OF SOFFIT OR OVERHANG ABOVE. GENERAL FINISH NOTES A. ALL FINISH MATERIALS TO BE LOW VOC. B. PAINT IS TO BE ZERO VOC. FINISH SCHEDULE LEGEND ABBREVIATION DESCRIPTION FLOOR LVT LUXURY VINYL TILE PC POLISHED CONCRETE R RUBBER BASE CT CERAMIC TILE R RUBBER BASE WALLS CT CERAMIC TILE GP GYPSUM BOARD PAINTED MP MASONRY PAINTED CEILING ACT 2'x2' LAY IN ACOUSTICAL TILE EXP EXPOSED GP GYPSUM BOARD PAINTED WOOD SIMULATED WOOD PLANKS - CLEAR FINISH 03 A502 ROOM FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR BASE WALLS CEILING NOTES N S E W MATL. HGT 101 STAIR R R MP MP MP MP EXP -- - 102 APARTMENT -- -- -- - -- -- - -- 01 103 APARTMENT -- -- -- - - -- -- -- 01 104 APARTMENT -- -- -- - - -- - -- 01 105 CUSTODIAL PC R GP GP GP CT EXP -- -- 106 CIRCULATION PC R GP GP GP GP GP 9'-01, -- 107 RESTROOM PC CT CT GP GP GP GP 9'-01, -- 108 RESTROOM PC CT GP CT GP GP GP 9'-01, -- 109 RESTROOM PC CT G° CT GP GP GP 9'-01 -- 110 ELECTRICAL MECHANICAL PC R GP GP GP I GP EXP -- -- 111 BOOTH PC R GP GP GP GP GP 9'-01, -- 112 BOOTH PC R GP GP GP GP GP 9'-01, -- 113 BOOTH PC R GP GP GP GP GP 9'-0" -- 114 FLEX ROOM PC R GP GP GP GP GP 10'-01, -- 115 ACTIVITY ROOM PC R GP GP GP GP GP 10'-01, -- 116 RA APARTMENT -- -- -- -- -- -- -- -- 01 117 STAIR R R MP MP MP MP EXP -- - 118 LOUNGE PC R GP - GP GP WOOD VARIES -- 119 MAIL ROOM PC R GP GP GP GP GP 9'-01, -- 120 SECURITY CHECK -IN PC R GP GP GP GP GP VARIES -- 121 APARTMENT -- -- -- -- - -- -- -- 01 122 APARTMENT -- -- -- - -- -- -- -- 01 123 APARTMENT -- - -- -- -- -- -- -- 01 124 CIRCULATION LVT R GP GP GP GP GP 9'-01, -- 125 CIRCULATION PC R GP GP GP GP GP 9'-01, -- 201 STAIR R R MP MP MP MP EXP -- -- 202 APARTMENT -- -- -- -- -- -- -- -- 01 203 APARTMENT -- -- -- -- -- -- -- 01 204 APARTMENT -- -- - -- -- -- -- -- 01 205 APARTMENT -- -- -- -- -- -- -- -- 01 206 APARTMENT -- -- -- -- -- - -- -- 01 207 RA APARTMENT -- -- -- -- -- -- -- -- 01 208 STAIR R R MP MP MP MP EXP -- -- 209 APARTMENT -- -- - -- -- -- -- -- 01 210 APARTMENT -- -- -- -- -- -- 01 211 APARTMENT -- -- - -- -- -- -- -- 01 212 APARTMENT -- -- -- -- - -- 01 213 APARTMENT -- -- - -- -- -- -- 01 214 CIRCULATION LVT R GP GP GP GP GP 9'-01, -- 215 CIRCULATION LVT R GP GP GP GP GP 9'-01, - 301 STAIR R R MP MP MP MP GP B.O.T. -- 302 APARTMENT -- -- -- -- -- -- -- -- 01 303 APARTMENT -- -- -- -- -- -- -- 01 304 APARTMENT -- -- -- - -- -- -- -- 01 305 jAPARTMENT - -- - - -- -- -- 01 306 APARTMENT -- -- -- -- -- -- -- 01 307 RA APARTMENT -- -- -- -- -- -- -- 01 308 STAIR R R MP MP MP MP GP B.O.T. -- 309 APARTMENT -- -- - -- -- -- -- -- 01 310 APARTMENT -- - -- -- -- -- -- 01 311 APARTMENT -- -- -- -- -- -- -- -- 01 312 APARTMENT - -- -- -- -- -- -- -- 01 313 APARTMENT -- - -- -- - -- -- 01 314 CIRCULATION LVT R GP GP GP GP GP 9'-01, - 315 CIRCULATION LVT R GP GP GP GP GP 9'-01, -- NOTES: 01. SEE TYPICAL UNIT FINISH SCHEDULE ON SHEET A141. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: IN FOQFWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR. WEGMAN & BANKS ARCHITECTS. PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN &BANKS ARCHITECTS, PA. NO REPRODUCTION. REVISION OR REUSE OF THI$ DRAWING IS AUTHOWED WBHOUT SPECIFIC W RFMN PERMISSION. ALL RIGHTS RESERVED. Ln U] to Y [a z �D � W LY � Q Q zc w H a' Q U Q J z O I- w w z O a U w 0 z O rn w w Q 0 Q•- N ('') r N O N CID O bi H Q L.L O O ~ Z J w LL 0 UI O Z Z o 00 o_ J J � c JD I co zZ Q U) o 1'' D M U ^ L.L CW G 0 � o CD co J CDZ 2 J r- Z 0} < > 0- rna 2 LL U Q co N d PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: Al 22 I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I i I I I I I I I I A B C D E F G H z DIMENSION PLAN - THIRD FLOOR SCALE: 1/8" = 1'-0" GENERAL NOTES A. PROVIDE FULL BLOCKING IN WALL BEHIND ALL WALL MOUNTED DEVICES AND DOORSTOPS. B. ALL MATERIAL SIZES IDENTIFIED ARE MINIMUMS. C. ALL EXPOSED GYPSUM BOARD TO RECEIVED TEXTURED FINISH. TYPICALLY AT PAINTED ROOMS ONLY. D. DIMENSIONS ARE TYPICALLY TO FACE OF STUD. E. ALL DOOR FRAMES INSTALLED IN STUD PARTITIONS TO BE MOUNTED 4" FROM ADJACENT WALLS (6" TO DOOR) UNLESS OTHERWISE NOTED. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFW BARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2D21 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OFTHIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC W RTFIEN PERMISSION. ALL RIGHTS RESERVED. Ln In to Z Q Q 0 03 N, O w - a Z U Ld Q = [] ¢ J Z O I— LL_ Lu 2 J) J) 2 Z O H U U) LLI Z O LL1 LL1 0 N O N N CID O W H Q 0 0 O J U) U- z w 0 � _ o Z z () p o Z --� —� v Q JD D ZF z Z Z �o p �W M U) O °( o Z �J � W Z J 2 �_ r Co Q W 0 �/) a Nd coo � PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: Al 31 1■■■■■■■■■■■■■■■■■ ■■■■■ ------ ■■■■■■Y■■■■■■■_■■■■■1 11 i II II■ 11 I1 Il IS Ii Jul ��III . � . • � 11 n - n r STAIR � � 1� • 11 • �■ -' 1 s r i 7Q=aC3C=I I �LCZ�CC=CCC3�C=: hC CCZ�=C=�CCZCCI=CZ7 �CZ7CCs7CCs�C1 M CIRCULATION :Cz=E 3=CZ==CZ7=C*. :ZCC=7CCZ7=CZ==CXM=E=C==CCZCC MCC3=CZ3=C=7-C=7= n I ® ■ Il ■ n = 1 �„ ISII■ N IS m I II■ m �;1 if � � • � 11 ll. I; _ ly 0� !1 I:7=C=7=C�7=CZ�=7=CZ3CCZ�=CZ7=C=�-CZ�=CZ�CC=CC=CI I:7CCs7�CCZ�CL»CZ7�t==CZ7=CZ�=CZ7C ® CIRCULATION 01 n I.=ZCC=Z _Cs�CC=Z�=C=C=�CCZCC=» s�=CZ�=CZ�=Cs=I I=7=CZ=7CC=�CC7=CZ '�=CZ7=C=�=CZ7� �i�l I�ffo ^o� ii�l^o o^ ¢�(� '•Ti7 Iwo^ o^'', i� n I7 ® LI 11 c ........... s, ME n �- - s n %■■■■■■■■�■■■■■II■■■■■i��■=00m ■■■■■■■■■■ri■■■■■■N■■■■■■■i■■■■■■■■■■■��i■■■■■■■■■■■i■■■■■■�■■■■■■■i■■■■■■■■■■■ice■■■■■■■■■■■i I I I I I I I I I I I I A B Z FINISH PLAN — THIRD FLOOR SCALE: 1/8" = 1'-0" G I 4 4 0 � 01 01 APARTMENT 1 3os 336 33 31 331 O O 1 01 331 RA 331 339 APARTMENT 307 O O Fo e e 341 I . � �� � ■■■ a O` 0 G' is u n II w1 � 0 0 -� � �Ti7 w1 e Q n m � � m � u , m t II■ IS f �� � I I I I I I I I I I I I I I I I I I I I I I I I Q E F G KEYNOTES 00 01. FURNITURE BY OWNER. 02. LINE OF SOFFIT OR OVERHANG ABOVE. GENERAL FINISH NOTES A. ALL FINISH MATERIALS TO BELOW VOC. B. PAINT IS TO BE ZERO VOC. FINISH SCHEDULE LEGEND ABBREVIATION DESCRIPTION FLOOR LVT LUXURY VINYL TILE PC POLISHED CONCRETE R RUBBER BASE CT CERAMIC TILE R RUBBER BASE WALLS CT CERAMIC TILE GP GYPSUM BOARD PAINTED MP MASONRY PAINTED CEILING ACT 2'x2' LAY IN ACOUSTICAL TILE EXP EXPOSED GP GYPSUM BOARD PAINTED WOOD SIMULATED WOOD PLANKS - CLEAR FINISH 340 - STAIR 308 dwn dwn I I I I I H 03 A502 ROOM FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR BASE WALLS CEILING NOTES N S E W MATL. HGT 101 STAIR R R MP MP MP MP EXP -- -- 102 APARTMENT -- -- -- -- -- -- -- -- 01 103 APARTMENT -- -- -- - -- -- -- -- 01 104 APARTMENT -- -- -- -- -- -- -- -- 01 105 CUSTODIAL PC R GP GP GP CT EXP -- 106 CIRCULATION PC R GP GP GP GP GP 9'-01, -- 107 RESTROOM PC CT CT GP GP GP GP 9'-01, -- 108 RESTROOM PC CT GP CT GP GP GP 9'-01, -- 109 RESTROOM PC CT GP CT GP GP GP 9'-0" -- 110 ELECTRICAL MECHANICAL PC R GP GP GP GP EXP -- -- 111 BOOTH PC R GP GP GP GP GP 9'-0" -- 112 BOOTH PC R GP GP GP GP GP 9'-01, -- 113 BOOTH PC R GP GP GP GP GP 9'-01, -- 114 FLEX ROOM PC R GP GP GP GP GP 10'-01, -- 115 ACTIVITY ROOM PC R GP GP GP GP GP 10'-0" - 116 RA APARTMENT -- -- -- -- -- -- -- -- 01 117 STAIR R R MP MP MP MP EXP -- 118 LOUNGE PC R GP -- GP GP WOOD VARIES - 119 MAIL ROOM PC R GP GP GP GP GP 9'-0" -- 120 SECURITY CHECK -IN PC R GP GP GP GP GP VARIES -- 121 APARTMENT -- -- -- -- - -- -- 01 122 APARTMENT -- -- -- -- -- -- -- -- 01 123 APARTMENT -- - -- - -- - -- -- 01 124 CIRCULATION LVT R GP GP GP GP GP 9'-01, -- 125 CIRCULATION PC R GP GP GP GP GP 9'-01, - 201 STAIR R R MP MP MP MP EXP -- -- 202 APARTMENT -- -- -- -- -- -- -- -- 01 203 APARTMENT -- -- -- -- -- - -- -- 01 204 APARTMENT -- -- -- -- -- -- -- -- 01 205 APARTMENT - -- -- -- -- -- -- -- 01 206 APARTMENT -- -- -- -- -- -- -- -- 01 207 RA APARTMENT -- -- -- - - -- -- 01 208 STAIR R R MP MP MP MP EXP -- -- 209 APARTMENT -- -- -- -- -- -- -- -- 01 210 APARTMENT -- -- -- -- -- -- -- -- 01 211 APARTMENT -- -- -- -- - -- -- -- 01 212 APARTMENT -- -- -- -- -- -- -- -- 01 213 APARTMENT -- -- - -- - -- -- -- 01 214 CIRCULATION LVT R GP GP GP GP GP 9'-01, -- 215 CIRCULATION LVT R GP GP GP GP GP 9'-01, -- 301 STAIR R R MP MP MP MP GP B.O.T. -- 302 APARTMENT -- -- -- -- -- -- -- -- 01 303 APARTMENT -- -- -- -- -- -- -- -- 01 304 APARTMENT -- -- -- -- -- -- 01 305 APARTMENT -- -- -- - -- -- -- -- 01 306 APARTMENT -- -- -- -- -- -- -- -- 01 307 RA APARTMENT -- -- -- -- -- -- -- -- 01 308 STAIR R R MP MP MP MP GP B.O.T. -- 309 APARTMENT -- -- -- -- - -- -- -- 01 310 APARTMENT -- -- -- -- -- -- -- -- 01 311 APARTMENT -- -- -- -- -- -- -- -- 01 312 APARTMENT -- -- -- - -- -- -- 01 313 APARTMENT -- -- -- -- -- -- -- -- 01 314 CIRCULATION LVT R GP GP GP GP GP 9'-0" -- 315 CIRCULATION JLVT IR GP GP GP GP GP 9'-0" -- NOTES: 01. SEE TYPICAL UNIT FINISH SCHEDULE ON SHEET A141. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. Ln In to �z II] Z Q Q ID In ttfz ^ \ 0 It a _ Z w F Q Ir Z O W W _ 2 H Z O U U) W 0 Z O rn w w Q 0 QN Co V Ln (o rl- N O N ti N CO O W a U) H O z W O U- CD O Q Z 0 () Q O J J_ 1— J D Q z Z L0 C! J Cw C U O G Qf ILL o O U) O Z J2 6i r Z m Q _ CO LL (n Q Lij � _ �N d PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: Al 32, I Ll LIVING M_12 I panel TYPICAL 1 BEDROOM UNIT SCALE: 1/4" = V-0" TYPICAL 2 BEDROOM SCALE: 1/4" = V-0" BEDROOM WALK-IN CLOSET II BATHROOM N ®� II � u u d ILI 0 M-20 BATHROOM f w/d q w w Q w a/c = O U � ; I - coat s............ ZAC Q. LIVING TYPICAL RA UNIT SCALE: 1/4" = 1'-0" NONE 00000 mmmmmmmml !NEu PENE • , I , �. _.I III • IIII III • - u u ■ u 0 ■ 0 � I� . TYPICAL ADA 2 BEDROOM UNIT SCALE: 1/4" = V-0" FINISH SCHEDULE LEGEND ABBREVIATION DESCRIPTION FLOOR CT CERAMIC TILE LVT LUXURYVINYLTILE BASE CT CERAMIC TILE V VINYL BASE WALLS GP GYPSUM BOARD PAINTED CEILING GP GYPSUM BOARD PAINTED ROOM FINISH SCHEDULE - RA UNIT ROOM NAME FLOOR BASE WALLS CEILING NOTES N S E W MATL. HGT LIVING LVT V GP GP GP GP GP 9'-0" -- KITCHENETTE LVT V GP GP GP GP GP 9'-0" 01 COAT LVT V GP GP GP GP GP 8'-01, -- A/C CLOSET LVT V GP GP GP JGP JGP 8'-01, -- W/D CLOSET LVT V GP GP GP GP GP 8'-0" BATHROOM CT CT GP GP GP GP GP 8'-0" 02 NOTES: 01. TILE BACKSPLASH FROM UNDERSIDE OF CABINET TO TOP OF COUNTERTOP. 02. WET WALLS TO HAVE FULL HEIGHT TILE. ROOM FINISH SCHEDULE - 1 BEDROOM UNIT ROOM NAME FLOO BASE WALLS CEILING NOTES N S E W MATL. HGT LIVING LVT V GP GP GP GP GP 914" - KITCHEN LVT V GP GP GP GP GP 9'-0" 01 COAT LVT V GP GP GP GP GP 8'-01, -- A/C CLOSET LVT V GP GP GP GP GP 8'-0" - W/D CLOSET LVT V GP GP GP GP GP 8'-0" - BEDROOM LVT V GP GP GP GP GP 9'-01, -- WALK-IN CLOSET LVT V GP GP GP GP GP 8'-0" -- BATHROOM CT CT GP GP GP GP GP 8'-0" 02 POWDER CT CT GP JGP GP GP GP 8'-0" 102 NOTES: 01. TILE BACKSPLASH FROM UNDERSIDE OF CABINET TO TOP OF COUNTERTOP. 02. WET WALLS TO HAVE FULL HEIGHT TILE. ROOM FINISH SCHEDULE - 2 BEDROOM UNIT ROOM NAME FLOOR BASE WALLS CEILING NOTES N S E W MATL. HGT LIVING LVT V GP GP GP GP GP 9'-0" -- KITCHEN LVT V GP GP GP GP GP 9'-0" 01 COAT LVT V GP GP GP GP GP 8'-0" -- A/C CLOSET LVT V GP GP GP GP GP 8'-01, -- W/D CLOSET LVT V GP GP GP GP GP 8'-0" -- BEDROOM A LVT V GP GP GP GP GP 9'-0" -- WALK-IN CLOSET A LVT V GP GP GP GP GP 8'-01, BATHROOM A CT CT GP GP GP GP GP 8'-0" 02 POWDER CT CT GP GP GP GP GP 8'-0" 02 BEDROOM B LVT V GP GP GP GP GP 9'-01, WALK-IN CLOSET B LVT V GP GP JGP JGPGP 8'-0" -- BATHROOM B jCT ICT GP GP GP GP GP 8'-0" 02 NOTES: 01. TILE BACKSPLASH FROM UNDERSIDE OF CABINET TO TOP OF COUNTERTOP. 02. WET WALLS TO HAVE FULL HEIGHT TILE. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W.FW BARCH ITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. Ln CO z ko Q ON - m rj4z Z 0 w Ld z U w E a n Q J z O w w z O I— 0- Df U w 0 z O w tY w Q 0 a r N N CD N ti N co 0 W H z Q H F— Z w _ z F_ z z 0 z z w 00 o J_j U J W � F— z QW z � CO M U Q 0� �u 0,0 Z J U_ _ ZJ r m Q �_� v> > W > < PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: A141 (GENERAL NOTES A. ALL PRE -HUNG DOORS TO HAVE 1X4 TRIM PAINTED. a' n• D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 ALUMINUM STOREFRONT ALUMINUM FLUSH PANEL STEEL DOOR FLUSH PANEL FLUSH PANEL PRE -HUNG PRE -HUNG PRE -HUNG PRE -HUNG STEEL OVERHEAD PRE -HUNG FLUSH PANEL DOUBLE EGRESS ALUMINUM STOREFRONT PAIR OF DOORS STOREFRONT DOOR SOLID CORE WOOD DOOR PAIR OF SOLID CORE WOOD DOORS SOLID CORE WOOD DOOR FLUSH PANEL FLUSH PANEL FLUSH PANEL FLUSH PANEL COILING DOOR FLUSH PANEL SOLID CORE WOOD DOOR SWINGS IN OPPOSITE DIRECTION PAIR OF DOORS CLEAR ANODIZED FINISH CLEAR ANODIZED FINISH BIRCH PLAIN SLICE BIRCH PLAIN SLICE BIRCH PLAIN SLICE SOLID CORE WOOD DOOR WOOD BI-FOLD DOOR WOOD BI-FOLD DOOR SOLID CORE WOOD PAINTED SOLID CORE WOOD DOOR BIRCH PLAIN SLICE FLUSH PANEL CLEAR ANODIZED FINISH 1" INSULATED TEMPERED GLASS 1" INSULATED TEMPERED GLASS CLEAR SATIN FINISH CLEAR SATIN FINISH CLEAR SATIN FINISH WITH LOUVER WITH LOUVERS WITH LOUVERS POCKET DOOR PAINTED CLEAR SATIN FINISH BIRCH PLAIN SLICE 1" INSULATED TEMPERED GLASS SOLAR GREY TINT SOLAR GREY TINT 20 MINUTE FIRE RATED PAINTED PAINTED PAINTED PAINTED 90 MINUTE FIRE RATED PAIR OF SOLID CORE WOOD DOORS SOLAR GREY TINT CLEAR SATIN FINISH DOOR ELEVATIONS SCALE: 1/4" = V-0" F-1 F-2 F-3 F-2 16 GA. STEEL FRAME PAINTED 16 GA. STEEL FRAME PAINTED FRAME ELEVATIONS SCALE: 1/4" = 1'-0" 16 GA. STEEL FRAME PAINTED 16 GA. STEEL FRAME PAINTED ALUMINUM STOREFRONT FRAME EQUAL TO TRIFAB 451 CLEAR ANODIZED FINISH 1" INSULATED TEMPERED GLASS SOLAR GREY TINT WINDOW TREATMENT BY OWNER 7'_I n" ALUMINUM STOREFRONT FRAME EQUAL TO TRIFAB 451 CLEAR ANODIZED FINISH 1" INSULATED TEMPERED GLASS SOLAR GREY TINT WINDOW TREATMENT BY OWNER ALUMINUM STOREFRONT FRAME EQUAL TO TRIFAB 451 CLEAR ANODIZED FINISH 1" INSULATED TEMPERED GLASS SOLAR GREY TINT WINDOW TREATMENT BY OWNER ALUMINUM STOREFRONT FRAME EQUAL TO TRIFAB 451 CLEAR ANODIZED FINISH 1" INSULATED TEMPERED GLASS SOLAR GREY TINT WINDOW TREATMENT BY OWNER ------------------ ALUMINUM WINDOW FRAME FIXED 1" TEMPERED GLASS WINDOW TREATMENT BY OWNER WINDOW ELEVATIONS SCALE: 1/4" = 1'-0" Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFW BARCHITECTS.COM W W W.FWBARCHITECTS.COM PH. 863.688.1211 O COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS. PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR. WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. Ln In to NJ Z to Q (P _ m liz Z V, ❑ W < _ a Z Ll a U Q z O I- w w z O n. 0 U) w 0 z O w w F- Q 0 a•'- N Cl) to CO I_ r 04 O N ti N 00 0 W a U) z O U) > LLI w � D w U' O Z O 00 z O_ J J J� E- Z �m F_ Zz V Uw o Z M : U 0w 0,Q o O� _ z-1 -1Z o V-- 0 �O� `�_< W O>a. rna U Q co N Q_ a PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: Al DOOR AND FRAME SCHEDULE DOOR GLAZING FRAME LOCKING MECH FIRE RATING NOTES MARK NO. TYPE SIZE MATL TYPE MATL DETAIL WD HGT THK HEAD JAMB SILL 101 124 D-4 T-0" T-0" 1 3/4" STEEL - F-1 HM H-2 J-2 01 - ACCESS CONTROL 102 101 D-4 T-0" T-0" 11 3/4" STEEL -- F-1 HM H-1 J-1 -- 01 -- ACCESS CONTROL 103 117 D-4 T-0" T-0" 1 3/4" STEEL -- F-1 HM H-1 J-1 01 ACCESS CONTROL 104 125 D-15 6'-0" T-0" 1 3/4" ALUM INSULATED TEMP SFA ALUM H-6 J-6 S-1 03 -- ACCESS CONTROL 105 118 D-1 6'-0" 8'-0" 1 3/4" ALUM INSULATED TEMP SF-3 ALUM H-6 J-6 S-1 03 -- ACCESS CONTROL 106 1118 D-1 6-0" 8'-0" 1 3/4" ALUM INSULATED TEMP SF-3 ALUM H-6 J-6 S-1 03 ACCESS CONTROL 107 1120 D-2 T-0" 8'-0" 1 3/4" ALUM INSULATED TEMP SF-1 ALUM H-6 J-6 S-1 02 - ACCESS CONTROL 108 1120 D-3 T-0" T-0" 13/8- WOOD -- F-1 HM H-3 J-3 - 115 - ACCESS CONTROL 109 124 D-6 T-0" T-0" 1 3/8" WOOD -- F-3 HM H-5 J-5 -- 108 20 MIN. ACCESS CONTROL 110 121 D-6 T-0" T-0" 1 3/8" WOOD - F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 110A 121 D-8 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD - 105 110B 121 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - -- -- 105 -- -- 110C 121 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- 103 -- 110D 1121 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 102 -- -- 111 121 D-12 T-0" 7'-0" 13/8" WOOD - PREHUNG WOOD -- -- -- 101 -- - 112 121 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - -- -- 104 -- - 113 121 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD - -- -- 103 -- 114 121 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- - 115 121 D-12 T-0" T-0" l3/4" WOOD - PREHUNG WOOD - -- 101 - 116 121 D-10 Z-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- -- 104 -- - 117 121 D-10 2'-8" 7'4' 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- - 118 121 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD - -- 103 - 119 122 D-6 T-0" T-0" 1 3/8" WOOD -- F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 119A 122 D-8 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- - 105 119B 122 D-8 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 - -- 119C 122 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 - - 119D 1122 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- - 102 -- 120 122 D-12 T-0" 7'-0" 13/8" WOOD - PREHUNG WOOD -- - - 101 -- 121 122 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - -- -- 104 -- 122 122 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 123 122 D-10 2'-8" T-0" 1318" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 124 122 D-12 T-0" T-0" 13/8" WOOD - PREHUNG WOOD - - 101 125 1122 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- -- 104 -- -- 126 122 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - - 103 - 127 122 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 128 123 D-6 T-0" T-0" 1 318" WOOD -- F-1 HM H-3 J-3 - 100 20 MIN. ACCESS CONTROL 128A 123 D-8 2'-8" T-0" l3/8" WOOD -- PREHUNG WOOD -- - -- 105 -- -- 128B 123 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 105 -- -- 128C 1123 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- - 128D 123 D-7 2'-8" T-0" 1318" WOOD -- PREHUNG WOOD - -- -- 102 - -- 129 123 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 101 -- -- 130 123 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- - 131 123 D-10 2'-8" T-0" 113/8" WOOD PREHUNG WOOD -- -- -- 103 -- -- 132 123 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 - -- 133 1123 D-12 T-0" T-0" 13/8" WOOD - PREHUNG WOOD -- -- -- 101 -- - 134 123 D-10 2'-8" T-0" 1318" WOOD -- PREHUNG WOOD -- -- -- 104 -- -- 135 123 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 136 123 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 103 -- - 137 101 D-13 T-0" T-0" 1 3/8" WOOD -- F-1 HM H-4 J-4 - 106 90 MIN. ACCESS CONTROL 138 102 D-6 T-0" 7'-0" 1 318" WOOD -- F-1 HM H-3 J-3 100 20 MIN. ACCESS CONTROL 138A 1102 D-9 2'-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 -- -- 138B 102 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 102 -- -- 138C 102 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - 105 138D 102 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- -- 103 -- - 139 102 D-12 T-0" T-0" 113/8" WOOD - PREHUNG WOOD - - -- 101 -- 140 102 D-10 2'-8" T-0" 1318" WOOD -- PREHUNG WOOD -- -- -- 104 -- -- 141 1102 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 142 102 D-10 2'-8" 7'-0" 13/8" WOOD - PREHUNG WOOD - - 103 143 103 D-6 T-0" T-0" 1 3/8" WOOD -- F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 143A 103 D-10 2'-8" 7'-0" 1318" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 143B 103 D-7 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD - -- - 102 -- 143C 103 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 -- -- 144 1103 D-12 3'-0" 7'4' 13/8" WOOD -- PREHUNG WOOD -- -- - 101 -- -- 145 103 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD - - -- 104 -- - 146 103 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 147 103 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD - 103 -- - 148 103 D-12 T-0" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 101 - -- 149 103 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- - 150 1103 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD 1103 -- -- 151 104 D-6 3'-0" 7'-0" 1 3/8" WOOD -- F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 151A 104 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - - 105 151E 104 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 102 -- -- 151C 104 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 152 104 D-12 T-0" 7'-0" 13/8" WOOD - PREHUNG WOOD -- -- - 101 - - 153 104 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 104 154 1104 D-10 2'-8" 7'-0" 13/8" WOOD - PREHUNG WOOD -- -- -- 103 -- -- 155 104 D-12 T-0" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 101 - 156 104 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- - 157 104 D-10 2'-8" 7'-0" 113/8" WOOD - PREHUNG WOOD - -- 103 -- 158 104 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 103 - -- 159 105 D-5 6'-0" T-0" 13/8" WOOD -- F-2 HM H-3 J-3 - 112 -- - 160 107 D-12 T-0" T-0" 1 3/8" WOOD - F-3 HM H-5 J-5 109 UNDERCUT - 161 108 D-12 3'-0" 7'-0" 1 3/8" WOOD -- F-3 HM H-5 J-5 -- 109 UNDERCUT -- 162 109 D-12 T-0" T-0" 1 3/8" WOOD -- F-3 HM H-5 J-5 - 109 UNDERCUT - 163 110 D-5 6-0" 7'4" 11 3/8" WOOD - F-4 HM H-5 J-5 -- 110 - ACCESS CONTROL 164 111 D-12 T-0" T-0" 13/8" WOOD -- F-1 HM H-3 J-3-- 165 1112 D-12 T-0" 7'-0" 13/8" WOOD -- F-1 HM H-3 J-3 166 113 D-12 T-0" T-0" 13/8" WOOD -- F-1 HM H-3 J-3-- 167 114 D-12 T-0" T-0" 13/8" WOOD -- F-1 HM H-3 J-3 113 -- 168 115 D-12 T-0" 7'-0" 13/8" WOOD - F-1 HM H-3 J-3 -- 113 -- - 169 117 D-13 T-0" T-0" 11 3/8" WOOD -- F-1 HM H-4 J-4 -- 106 90 MIN. ACCESS CONTROL 170 314 D-6 T-0" 7'-0" 1 3/8" WOOD - F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 170A 116 D-9 2'-0" T-0" 13/8" WOOD -- PREHUNG WOOD - - -- 105 -- 170B 116 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 102 -- -- 170C 116 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - - 105 - 171 116 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 172 119 D-12 T-0" 7'-0" 11 3/8" WOOD -- F-1 IHM H-3 J-3 1114 -- ACCESS CONTROL 173 119 D-11 5'-0" T-0" 1" STEEL ICOILING - -- I - 116 -- - DOOR AND FRAME SCHEDULE DOOR GLAZING FRAME LOCKING MECH FIRE RATING NOTES MARK NO M TYPE SIZE MATL TYPE MATL DETAIL WD HGT THK HEAD JAMB SILL 201 201 D-13 T-0" T-0" 13/8" WOOD -- F-1 IHM H-4 J-4 - 106 190 MIN. ACCESS CONTROL 202 202 D-6 3'-0" T-0" 1 3/8" WOOD -- F-1 HM H-3 J-3 -- 100 120 MIN. ACCESS CONTROL 202A 202 D-9 2'-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 -- -- 202B 202 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 202C 202 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- 102 -- -- 202D 202 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 -- -- 203 1202 D-12 T-0" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 101 -- -- 204 1202 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- 104 -- -- 205 202 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 206 202 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- 207 203 D-6 T-0" T-0" 13/8" WOOD -- F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 207A 203 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 -- -- 207B 203 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 105 -- -- 207C 203 D-7 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 102 -- -- 207D 203 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 208 203 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 101 -- -- 209 203 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- -- 210 203 D-10 2'-B" T-0" l3/8" WOOD -- PREHUNG WOOD -- -- -- 103 - -- 211 203 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 212 203 D-12 T-0" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 101 -- - 213 203 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 104 -- -- 214 203 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 215 203 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 216 204 D-6 T-0" 7'-0" 1 3/8" WOOD - F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 216A 204 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 -- -- 216B 204 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 -- -- 216C 204 D-7 2'-8" T-0" l3/8" WOOD - PREHUNG WOOD -- -- 102 -- -- 216D 204 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 - -- 217 204 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 101 -- -- 218 204 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- -- 219 204 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- -- 103 - -- 220 204 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 221 204 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD 1101 -- -- 222 204 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- -- 104 - -- 223 204 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 224 204 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 103 -- -- 225 215 D-14 T-0" T-0" 1 3/8" WOOD - F-2 HM H-5 J-5 -- 107 20 MIN. ACCESS CONTROL 226 1206 D-6 T-0" T-0" 11 3/8" WOOD -- F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 226A 205 D-9 2'-0" T-0" 13/8" WOOD - PREHUNG WOOD -- - -- 105 -- -- 226B 205 D-10 2'-8" 7'-0" 13/8" WOOD - PREHUNG WOOD -- - -- 103 -- -- 226C 205 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 102 -- -- 226D 205 D-8 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- -- 105 -- -- 227 205 D-12 3'-0" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 101 -- -- 228 205 D-10 2'-8" T-0" 1 3/8" WOOD ' -- PREHUNG WOOD -- -- -- 104 -- -- 229 205 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 103 -- -- 230 205 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 103 -- -- 231 206 D-6 T-0" T-0" 13/8" WOOD - F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 231A 206 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 -- -- 231B 206 D-8 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 105 -- -- 231C 1206 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 102 -- - 231D 206 D-10 2'-8" T-0" l3/8" WOOD -- PREHUNG IWOOD -- -- -- 103 -- -- 232 206 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 101 -- -- 233 206 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- -- 234 206 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 235 206 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 236 206 D-12 3'-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 101 -- -- 237 206 D-10 2'-8" T-0" l3/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- -- 238 206 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 239 206 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 240 208 D-13 T-0" T-0" 1 3/8" WOOD -- F-1 HM H-4 J-4 -- 106 90 MIN. ACCESS CONTROL 241 207 D-6 T-0" T-0" 1 3/8" WOOD -- F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 241A 207 D-9 2'-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 -- -- 241B 207 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD 102 -- 241C 207 D-8 2'-8" T-O" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 -- -- 242 207 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 243 209 D-6 T-0" T-0" 1 3/8" WOOD -- F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 243A 209 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 -- -- 243B 209 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- 105 -- -- 243C 1209 D-7 2'-8" 7'-0" 1318" WOOD -- PREHUNG WOOD -- -- -- 102 -- - 243D 1209 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 244 209 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 101 -- -- 245 209 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- -- 246 209 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 247 209 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 - -- 248 209 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 101 -- - 249 1209 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- -- 250 209 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 251 209 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 252 210 D-6 T-0" T-0" 1 3/8" WOOD -- F-1 HM H-3 -- 100 20 MIN. ACCESS CONTROL 252A 210 D-9 2'-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- jJ-3 -- 105 --252B 210 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- 103 - - 252C 1210 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD 1102 -- -- 252D 210 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 -- -- 253 210 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD - -- -- 101 -- -- 254 210 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- -- 255 210 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- - -- 103 -- -- 256 210 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 103 -- -- 257 211 D-6 T-0" 7'-0" 1 3/8" WOOD -- F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 257A 211 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - -- - 105 -- 257B 211 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- 105 -- -- 257C 211 D-7 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 102 -- -- 257D 211 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - -- -- 103 - 258 211 D-12 3'-0" T-0" 13/8" WOOD -- PREHUNG WOOD - -- -- 101 -- -- 259 211 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 104 -- -- 260 211 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 261 211 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- -- 103 -- -- 262 211 D-12 3'-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 101 -- -- 263 211 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- -- 104 -- -- 264 1211 D-10 2'-8" T-0" 13/8" IWOOD -- PREHUNG WOOD - -- -- 103 -- -- 265 211 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 - -- 266 212 D-6 T-0" T-0" 13/8" WOOD -- F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 266A 212 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 -- -- 266B 212 D-8 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD - -- -- 105 -- -- 266C 212 D-7 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 102 -- - 266D 212 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- 103 -- 267 212 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 101 -- -- 268 212 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- -- 269 212 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- 103 270 212 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 271 212 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 101 -- -- 272 212 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD - -- -- 104 -- 273 212 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 274 212 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - -- 103 - -- 275 213 D-6 3'-0" 7'-0" 13/8" WOOD -- F-1 HM H-3 J-3 100 20 MIN. ACCESS CONTROL 275A 213 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 105 -- 275B 213 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- - 105 -- 275C 213 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 102 -- -- 275D 1213 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- - 276 213 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- 101 -- -- 277 213 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- -- 278 213 D-10 2'-B" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- 103 -- 279 213 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 103 -- -- 280 213 D-12 T-0" 7'-0" 13/8" IWOOD -- PREHUNG WOOD -- -- -- 101 -- -- 281 1213 D-10 2'-8" T-0" 13/8" IWOOD -- PREHUNG WOOD -- -- -- 104 -- -- 282 1213 D-10 2'-8" 7'4' 13/8" 1 WOOD -- PREHUNG WOOD -- - -- 103 -- -- 283 1213 D-10 2'-8" 7'-0" 13/8" IWOOD -- JPREHUNG WOOD - -- -- 103 -- -- DOOR AND FRAME SCHEDULE DOOR GLAZING FRAME LOCKING MECH FIRE RATING NOTES MARK NO. TYPE SIZE MATL TYPE MATL DETAIL WD HGT THK HEAD JAMB SILL 301 301 D-13 T-0" T-0" 1 3/8" WOOD -- F-1 HM H-4 J-4 - 106 90 MIN. ACCESS CONTROL 302 302 D-6 T-0" T-0" 1 3/8" WOOD - F-1 HM H-3 J-3 100 20 MIN. ACCESS CONTROL 302A 302 D-9 2'-0" T-0" 13/8" WOOD - PREHUNG WOOD -- -- - 105 -- -- 302B 302 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 - -- 302C 302 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 102 -- -- 302D 302 D-8 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- - 105 -- -- 303 302 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- - - 101 -- -- 304 302 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- - 104 -- -- 305 302 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- -- 103 -- -- 306 302 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- - 103 -- -- 307 303 D-6 3'-0" T-0" 1 3/8" WOOD -- F-1 HM H-3 J-3 - 100 20 MIN. ACCESS CONTROL 307A 303 D-8 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- - 105 -- 307B 303 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - -- - 105 -- -- 307C 303 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 102 -- -- 307D 303 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 - -- 308 303 D-12 T-0" T-0" 13/8" WOOD - PREHUNG WOOD -- -- - 101 -- -- 309 303 D-10 2'-8" T-0" 13/8" WOOD j- PREHUNG WOOD -- -- -- 104 -- -- 310 303 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - -- - 103 -- -- 311 303 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 312 303 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 101 -- -- 313 303 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 104 -- -- 314 303 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 315 303 D-10 2'-8" T-0" l3/8" WOOD - PREHUNG WOOD -- -- - 103 -- -- 316 304 D-6 T-0" T-0" 1 3/8" WOOD - F-1 HM H-3 J-3 -- 100 20 MIN. ACCESS CONTROL 316A 304 D-8 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- - -- 105 -- -- 316B 304 D-8 2'-B" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 -- -- 316C 304 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 102 -- -- 316D 304 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 317 304 D-12 T-0" T-0" 13/8" WOOD - PREHUNG WOOD -- -- 101 -- -- 318 304 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- -- 319 304 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 320 304 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- - 321 304 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 101 -- -- 322 304 D-10 2'-8" 7'-0" 13/8" WOOD - PREHUNG WOOD -- - - 104 -- -- 323 304 D-10 - 2' 8" T- 0 " 1 3/8" WOOD - PREHUNG WOOD -- -- - 103 -- -- 324 304 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- - 325 315 D-14 T-0" T-0" 1 3/8" WOOD - F-2 HM H-5 J-5 - 107 20 MIN. ACCESS CONTROL 326 305 D-6 T-0" T-0" 1 3/8" WOOD -- F-1 HM H-3 J-3 100 20 MIN. ACCESS CONTROL 326A 305 D-9 2'-0" T-0" 13/8" WOOD - PREHUNG WOOD -- -- - 105 -- -- 326B 305 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD - -- - 103 -- -- 326C 305 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 102 -- -- 326D 305 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 -- -- 327 305 D-12 T-0" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 101 -- -- 328 305 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- - 104 -- -- 329 305 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - -- - 103 -- -- 330 305 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 331 306 D-6 T-0" T-0" 13/8" WOOD -- F-1 HM H-3 J-3 - 100 20 MIN. ACCESS CONTROL 331A 306 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 -- -- 331B 306 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 -- -- 331 C 306 D-7 2'-8" T-0" 1 3/8" WOOD -- PREHUNG WOOD -- - - 102 - -- 331 D 306 D-10 2'-8" T-0" 11 3/8" WOOD - PREHUNG WOOD -- -- - 103 -- -- 332 306 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 101 - -- 333 306 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - -- - 104 -- -- 334 306 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 335 306 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 - -- 336 306 D-12 T-0" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 101 -- 337 306 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 104 -- -- 338 306 D-10 Z-8" T-0" 13/8" WOOD -- PREHUNG WOOD - -- - 103 -- -- 339 306 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 340 308 D-13 T-0" T-0" 1 3/8" WOOD -- F-1 HM H-4 J-4 - 106 90 MIN. ACCESS CONTROL 341 307 D-6 T-0" T-0" 1 3/8" WOOD -- F-1 HM H-3 J-3 - 100 20 MIN. ACCESS CONTROL 341A 307 D-9 2'-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- - - 105 -- -- 341 B 307 D-7 2'-8" T-0" 1 3/8" WOOD -- PREHUNG WOOD -- -- - 102 -- - 341C 307 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 - -- 342 307 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG IWOOD -- -- - 103 -- -- 343 309 D-6 3'-0" T-0" 1 3/8" WOOD -- F-1 HM H-3 J-3 - 100 20 MIN. ACCESS CONTROL 343A 309 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 -- -- 343B 309 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 -- -- 343C 309 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 102 -- -- 343D 309 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 344 309 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD - -- - 101 -- -- 345 309 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 104 -- -- 346 309 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 347 309 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 348 309 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- - -- 101 -- -- 349 309 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 104 -- -- 350 309 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 351 309 D-10 2'-8" 7'-0" 13/8" IWOOD -- PREHUNG WOOD -- -- - 103 -- -- 352 310 D-6 T-0" T-0" 1 3/8" WOOD - F-1 HM H-3 J-3 - 1100 20 MIN. ACCESS CONTROL 352A 310 D-9 2'-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 1105 -- -- 352B 310 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 - - 352C 310 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 102 -- -- 352D 310 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 -- -- 353 310 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 101 354 310 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- -- 104 -- -- 355 310 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- -- - 103 - -- 356 310 D-10 2'-8" T-0" 1318" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 357 311 D-6 T-0" T-0" 13/8" WOOD - F-1 HM H-3 J-3 - 100 20 MIN. ACCESS CONTROL 357A 311 D-8 2'-8" T-0" l3/8" WOOD -- PREHUNG WOOD -- -- - 105 -- -- 357B 311 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 - -- 357C 311 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- - - 102 -- -- 357D 311 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- 358 311 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 101 -- -- 359 311 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 104 -- -- 360 311 D-10 2'-8" T-0" l3/8" WOOD -- PREHUNG WOOD -- -- - 1103 - -- 361 311 D-10 2'-S" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 362 311 D-12 T-0" T-0" 1318" WOOD - PREHUNG WOOD - -- - 101 -- -- 363 311 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 104 -- -- 364 311 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 365 311 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 366 312 D-6 T-0" T-0" J1 3/8" WOOD -- F-1 HM H-3 J-3 100 20 MIN. ACCESS CONTROL 366A 312 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 -- -- 366B 312 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 -- -- 366C 312 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 102 -- - 366D 312 0-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- 367 312 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 101 -- - 368 312 D-10 2'-8" T-0" l3/8" WOOD -- PREHUNG WOOD -- -- - 104 - - 369 312 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- - 103 -- 370 312 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 371 312 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- - - 101 - -- 372 312 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 104 -- -- 373 312 D-10 2'-8" T-0" 13/8" WOOD - PREHUNG WOOD -- - 103 -- -- 374 312 D-10 2'-8" T-0" 113/8" WOOD - PREHUNG WOOD -- -- - 103 -- -- 375 313 D-6 T-0" T-0" 13/8" WOOD -- F-1 HM H-3 J-3 - 100 20 MIN. ACCESS CONTROL 375A 313 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 -- -- 375B 313 D-8 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 105 -- 375C 313 D-7 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 102 -- -- 375D 313 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD - -- - 103 -- -- 376 1313 D-12 T-0" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 101 - -- 377 1313 D-10 2'-8" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 104 -- -- 378 313 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- 379 313 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 -- -- 380 313 D-12 T-0" 7'-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 1101 -- -- 381 313 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- - 104 -- -- 382 313 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD -- -- - 103 - -- 383 313 D-10 2'-8" T-0" 13/8" WOOD -- PREHUNG WOOD 1103 -- -- Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W WW.FWBARCHITECTS.COM PH. 863.688.1211 C COPYRIGHT 2021 PURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. Ln m � m z a rn m qtz—_II z Q z n p a � g � V Q J z O I- w w U) 2 H Z O H a U w 0 Z O LLI w H Q aN CM 't L0 f0 P tV O N ti N 00 O w Q _J U) D Z 0 w W UI O U Z Z W UD o J JLL I= H z Z � � z �CW Cl) U G �LL o O p Z J � O CO Q 2 rn >_ w U) O rna Q �N = PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: Al 43 H -1 EXTERIOR DOOR HEAD DETAIL I SCALE: 1 1/2" = 1'-0" 5/8" GYPSUM DRYWALL 2" RIGID INSULATION 21 /2" METAL STUDS ALUMINUM FRAME CEMENT STUCCO 8" CMU LINTEL OPENING FLASHING FULLY WATERPROOF FRAME AT BOTH INTERIOR AND EXTERIOR JOINTS W/ CAULK AND SEALANT, TYPICAL H -6 SF DOOR/WINDOW HEAD DETAIL SCALE: 1 1/2" = 1'-0" 5/8" GYPSUM DRYWALL 21/2" METAL STUDS 8" CMU 21/2" METAL STUDS 5/8" GYPSUM DRYWALL �16 GA. STEEL DOOR FRAME. :WELD ALL JOINTS, TYPICAL FULLY CAULK FRAME EACH SIDE, TYPICAL J - 3 INTERIOR DOOR JAMB DETAIL SCALE: 1 1/2" = 1'-0" FULLY WATERPROOF FRAME AT BOTH INTERIOR AND EXTERIOR W/ CAULK AND SEALANT, TYPICAL S - 1 SF DOOR SILL DETAIL SCALE: 1 1/2" = 1'-0" ALUMINUM DOOR FRAME DOOR THRESHOLD PAVERS FOUNDATION (SEE STRUCTURAL DRAWINGS) 5/8" GYPSUM DRYWALL 2" RIGID INSULATION 2112" METAL STUDS CEMENT STUCCO CMU DOOR LINTEL OPENING FLASHING FULLY CAULK FRAME BOTH SIDES, TYPICAL 16 GA. STEEL DOOR FRAME. WELD ALL JOINTS, TYPICAL H -2 EXTERIOR DOOR HEAD DETAIL SCALE: 1 1/2" = 1'-0" 5/8" GYPSUM DRYWALL 2" RIGID INSULATION 21/2" METAL STUDS ALUMINUM FRAME H -7 WINDOW HEAD DETAIL SCALE: 1 1/2" = 1'-0" 5/8" GYPSUM DRYWALL 21/2" METAL STUDS 8" CMU CEMENT STUCCO 8" CMU LINTEL OPENING FLASHING FULLY WATERPROOF FRAME AT BOTH INTERIOR AND EXTERIOR JOINTS W/ CAULK AND SEALANT, TYPICAL 16 GA. STEEL DOOR FRAME. WELD ALL JOINTS, TYPICAL FULLY CAULK FRAME EACH SIDE, TYPICAL J - 4 INTERIOR DOOR JAMB DETAIL SCALE: 1 1/2" = 1'-0" FULLY WATERPROOF FRAME AT BOTH INTERIOR AND EXTERIOR W/ CAULK AND SEALANT, TYPICAL 1" TEMPERED INSULATED GLASS I ALUMINUM FRAME PAVERS r I f. FOUNDATION (SEE STRUCTURAL DRAWINGS) S - 2 SF WINDOW SILL DETAIL SCALE: 1 1/2" = 1'-0" 5/8" GYPSUM DRYWALL 21/2" METAL STUDS DOOR LINTEL 3PSUM DRYWALL CTAIA 1&30110 Y CAULK FRAME SIDES, TYPICAL k. STEEL DOOR FRAME. ALL JOINTS, TYPICAL H -3 INTERIOR DOOR HEAD DETAIL SCALE: 1 1/2" = 1'-0" 16 GA. STEEL DOOR FRAME. WELD ALL JOINTS, TYPICAL (2) 3 5/8" (OR 6") METALSTUDS 5/8" GYPSUM DRYWALL ACOUSTICAL BATT INSULATION 5/8" GYPSUM DRYWALL FULLY CAULK FRAME EACH SIDE, TYPICAL J - 5 INTERIOR DOOR JAMB DETAIL SCALE: 1 1/2" = 1'-0" FULLY CAL EACH SIDI WOOD SILL FULLY CAULK UNDERSIDE OF SILL 21/2" METAL STUDS 5l8" GYPSUM DRYWALL 2" RIGID INSULATION S - 3 WINDOW SILL DETAIL SCALE: 1 1/2" = 1'-0" 1" TEMPERED GLASS ALUMINUM FRAME FULLY CAULK FRAME - EACH SIDE, TYPICAL PRE -CAST CONCRETE SILL IN FULL MORTAR BED CEMENT STUCCO 3" CMU 5/8" GYPSUM DRYWALL 21/2" METAL STUDS CMU DOOR LINTEL FULLY CAULK FRAME BOTH SIDES, TYPICAL 16 GA. STEEL DOOR FRAME. WELD ALL JOINTS, TYPICAL H _4 INTERIOR DOOR HEAD DETAIL SCALE: 1 1/2" = 1'-0" FULLY CAULK FRAME EACH SIDE, TYPICAL CEMENT STUCCO 16 GA. STEEL DOOR FRAME. WELD ALL JOINTS, TYPICAL I I i 8" CMU OPENING FLASHING J - 1 EXTERIOR DOOR JAMB DETAIL SCALE: 1 1/2" = 1'-0" CEMENT STUCCC 8" CMU 2" RIGID INSULATION 21/2" METAL STUDS 5/8" GYPSUM DRYWALL 'MASHING JMINUM FRAME _LY WATERPROOF FRAME BOTH INTERIOR AND EXTERIOR JOINTS W/ CAULK AND SEALANT, TYPICAL J - 6 SF DOOR/WINDOW JAMB DETAIL SCALE: 1 1/2" = 1'-0" FULLY WATERPROOF FRAME AT BOTH INTERIOR AND EXTERIOR JOINTS W/ CAULK AND SEALANT, TYPICAL 5/8" GYPSUM DRYWALL ACOUSTICAL BATT INSULATION 3 5/8" (OR 6") METAL STUD HEADER - SEE WALL TYPES FOR SIZES 16 GA. STEEL FRAME. WELD ALL JOINTS, TYPICAL H - 5 INTERIOR DOOR HEAD DETAIL SCALE: 1 1/2" = 1'-0" OPENING FLASHING J - 2 EXTERIOR DOOR JAMB DETAIL SCALE: 1 1/2" = 1'-0" CEMENT S 2" RIGID INSUI 21/2" METAL 5/8" GYPSUM DR J _ 7 WINDOW JAMB DETAIL ING STUCCO OVER PRE -CAST CONCRETE SILL ALUMINUM FRAME FULLY WATERPROOF FRAME AT BOTH INTERIOR AND EXTERIOR JOINTS W/ CAULK AND SEALANT, TYPICAL WOOD SILL Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FW BARCHITECTS.COM W W W .FW BARCHITECTS.COM PH.863.688,1211 O COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WIGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WBHOUTSPFCIRC WRITTEN PERMISSION. ALL RIGHTS RESERVED. Co z �o / arn m� �C z IN Q H � \\ 'A Er ti Q J z O w w Cn Cn z O H U U w 0 z O D > w w Q 0 N 0 N N CID Lit Q 0 U J_ H Q z W w Z) C� O J z o J_ z O z !Y zz Cn m I o Q U) Co M �W U �i o .� �-, = o `- o o E w 0) > a a _ �Q LU N _ d PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: A144 60" >20"-25 20" . . ............ .. . . ............ ` � ....... .... .3� FIGURE 308.2.2 10"IGURE 308.3.2 coGo to OBS TRUCTED HIGH FORWARD OBSTRUCTED HIGH 10 >1010'-2424" m REACH C13 SIDE REACH 12' L 36' Ll 2' j 48' ----- FIGURE 304.3.2 FIGURE 305.3 FIGURE 308.2.1 FIGURE 308.3.1 T-SHAPED TURNING SPACE 60"TURNING RADIUS 30'X48" CLEARANCE CLEAR FLOOR OR GROUND SPACE UNOBSTRUCTED FORWARD REACH (A) (B) GN—OBSTRUCTED SIDE REACH (A) (B) SIGN(S) -SET TO Furr, AT WATER FOUNTAIN, LATCH SIDE OF LAVATORYAND SINK DOOR (IF DOOR) Weg man & Banks ..... - - - - ------- - - --- ....... . ...... ....... ....... LLI Architects P. A. AR0006480 ... ....... ...... ....... ....... Ei 625 EAST ORANGE ST. LAKELAND, FL 33801 ;o Co so C14 E-MAIL: INFO@FWBARCHITECTS.COM FIGURE 404.2.4.1 36" 42" 22' 2-2- 24" 2-4" 24" WWW.FWBARCHITECTS.COM 12l q MANEUVERING CLEARANCE AT C6 to Lu ( ------ ....... -- - Lu PH. 863.688.1211 uj MANUAL SWINGING DOORS ------------ ------ i AND GATES 0 LLJ ®COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA Lu FLOOR Co uj THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS (A),LY (C) (D) (E) (H) 0 (K) AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE FRONT APPROACH, PUSH SIDE, HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE HINGE APPROACH, PUSH SIDE, DOOR LATCH APPROACH, PULL SIDE LATCH APPROACH, PULL SIDE, LATCH APPROACH, PUSH E LAI CH APPRoAcR,-PU9FM, L DOOR PROVIDED WITH BOTH PROVIDED WITH BOTH DOOR PROVIDED WITH CLOSER DOOR PROVIDED WITH CLOSER Ln CLOSER AND LATCH CLOSER AND LATCH Ido CO MOUNTING ILLUSTRATION ELEVATION z ko PER ACCESSIBILITY 4 m — CODE 703.4.2 m z o U9 TACTILE uj 1� CHARACTERS --------- ....... L3 w F_ ..... ...... ........... 00 FIGURE 404.2.4.2 s22- 24 MANEUVERING CLEARANCE _- - ----- ------- AT DOORWAYS WITHOUT DOORS, - ------ - -- - ---- %in SLIDING/FOLDING DOORS & GATES CnrUQn CO LL, Ci 11/0111, 04111111,101111 0/000/41, o CL 0 _+r - - — -- ------ - --- ---- F///01///, //e/imm. LLI 0 (A) (B) (C) (D) FRONT APPROACH SIDE APPROACH POCKET OR HINGE APPROACH STOP OR LATCH APPROACH 18 ------------------------------------------------------- CLEAR FLOOR SPACE� MOUNTING ILLUSTRATION PLAN — ----- PER ACCESSIBILITY CODE 703.4.2 i ;o go to A A A i 18. CD 12" k ADA RESTROOM SIGNAGE A= SCALE: NOT TO SCALE FIGURE 4 04.2.4.3 _j I fl, "l-'i - - - - _- -_- - z MANEUVERING CLEARANCES AT -•-•-- 0 RECESSED DOORS AND GATES .......... ... GRAPHIC CONVENTION FOR FIGURES LLJ li X7 DIMENSION IN INCHES (UNLESS OTHERWISE SPECIFIED) U) ........ ...... J C/) (A) (C) FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE FRONT APPROACH, PUSH SIDE, x"-r DOOR PROVIDED WITH BOTH Id, DIMENSION SHOWING A RANGE WITH MINIMUM - MAXIMUM CLOSER AND LATCH 0 MIN MINIMUM a- 5' Lu MAX. [ 115"MIN. MAX MAXIMUM 0 it— 11 z > GREATER THAN 0 > 60' MIN. GREATER THAN OR EQUAL TO Lu FIGURE 602.5 DRINKING FOUNTAIN FIGURE 604.3.1 SPOUT LOCATION SIZE OF CLEARANCE AT WATER CLOSETS < LESS THAN LESS THAN OR EQUAL TO BOUNDARY OF CLEAR FLOOR SPACE OR MANEUVERING CLEARANCE 'N Co I- Lo CO r__ TYPICAL ACCESSIBLE CLEARANCE DIAGRAMS z 0 SCALE: NOT TO SCALE CENTERLINE CN 0 N A PERMITTED ELEMENT OR ITS EXTENSION 00 DIRECTION OF TRAVEL OR APPROACH C:) LU 0 I`__ A WALL, FLOOR, CEILING OR OTHER ELEMENT CUT IN SECTION OR PLAN LL < z A HIGHLIGHTED ELEMENT IN ELEVATION OR PLAN w LOCATION ZONE OF ELEMENT, CONTROL OR FEATURE 0 0 GENERAL NOTES A. ALL NEW PLUMBING FIXTURES AND ACCESSORY ARE TO BE ACCESSIBLE AS REQUIRED BY z FBC ACCESSIBILITY 2020, ANSI Al 17.1, DOJ ADA STANDARDS 2010. < B. PROVIDE SIGNAGE FOR RESTROOM PER FBC ACCESSIBILITY 2020, ANSI Al 17.1, DOJ ADA U) STANDARDS 2010. U) z C. CONTRACTOR TO PROVIDE BLOCKING BEHIND DRYWALL FOR ACCESSIBLE GRAB BARS AND z LLI 54"MIN ACCESSORIES PER FBC- A609.8. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR 0 PER ACCESSIBILITY CODE 604.5.1 MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT 0 12' 42- MIN ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. 0 36"MIN MAX PER ACCESSIBILITY CODE 6D4.52' > SIGN SPECIFICATIONS ui z 24"MIN 12" MIN J U 0 0 Lu PANEL: 1/8" THK, ACRYLIC PANEL, BACKGROUND COLOR TO BE BRIGHT BLUE. SIZE AND LAYOUT UJ F_ Cli Cq AS DETAILED HEREIN. C:) Cl) 6 CD (o C6 Co n. m ===�D C11 3) UJI IUj D �2 uj 0 0 9 i COPY: 3/4" WHITE, RAISED (NOT LESS THAN 1/32"), ADA COMPLIANT LETTERING, PERMANENTLY uj 0 0 Lu MOUNTED TO FACE PANEL. 0 00 I<" 10 (D C/3 0 LvmL4_ 5 x !H r= 8 8 CO) Lu Lu M 0 z Z M GRAPHICS: WHITE, RAISED (NOT LESS THAN 1/32"), ADA COMPLIANT, UNIVERSAL SYMBOLS, �=_ �g � ! Z o m g 52 0 m =j y 0 . d Lo Co Co ----- ..... Co 0 PERMANENTLY MOUNTED TO FACE PANEL. Co uj Lu co z z of U) Lu Lu Lu Co Cf) a- � 9; � 0 ui 0 0 j"r-9", 0- 0 go 0,0 - - --- --- BRAILLE: IMBED, GRADE 2, WITH A DOT DIAMETER OF 0.059 INCHES, IN BACKGROUND FACE LL U) 0f +-4 PANEL. C6 CD U) Lu w 0 IL C> m Lu w F_ 0000 z P MOUNTING: SECURE SIGN TO WALL WITH VERY HIGH BOND, DOUBLE SIDED TAPE. — 02 MIN 2 L�j ql < 00 < Fn U) ESSIBILITY m < 16'MIN -18" MAX 0 > Fm Co CODE 6(A.8.1.6 Cn SIGN NOTES PER ACCESSIBILITY CODE 604.2 Lu Uj u) < (D N it 0 1. SEE PLANS FOR SIGN LOCATIONS AND QUANTITIES. NOTE THAT NOT ALL SIGNS MAY BE ti REQUIRED ON ALL PROJECTS. PROJ MGR: CKID By: CL 2. TYPICAL, UNLESS NOTED OTHERWISE, MOUNTING HEIGHT SHALL BE 6-0" MAX AFF TO THE ACK MAB BASELINE OF THE HIGHEST TACTILE CHARACTER. SEE MOUNTING ILLUSTRATION ON THIS SHEET FOR ADDITIONAL INFORMATION. TYPICAL RESTROOM ELEVATIONS AND ACCESSORY MOUNTING HEIGHTS 3. INSURE THAT SIGNS WITH DIRECTIONAL ARROWS ARE FURNISHED AND INSTALLED WITH THE ARROWS POINTING TOWARDS THE ACCESSIBLE AREA. JOB NUMBER: SCALE: 1/2" = V-0" 4. NOTE THAT THE "BRAILLE TEXT" SHOWN ON THE ABOVE LAYOUTS IS FOR ILLUSTRATIVE PURPOSES ONLY. THE APPROPRIATE BRAILLE TEXT SHALL BE USED ON ALL ACTUAL SIGNS. 21-19 5. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SHEET NUMBER: SPACE OF 18" X 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREES OPEN POSITION. I - Al 50� 18" 0 3 TOILET PAPER TOWEL SOAP DISPENSER SINK DISPENSER MOUNT @ H.C. TOILET ROOM ELEVATIONS SCALE: 1/4" = 1'-O" ENLARGED RESTROOMS PLAN SCALE: 1/2" = 1'-O" 12" 42" 0 r a� aLu 0 Co �o Cn CD MIRROR WATER COOLER GRAB BARS 36" C ®— 00 TOILET TISSUE DISPENSER GENERAL NOTES A. ALL NEW PLUMBING FIXTURES AND ACCESSORIES ARE TO BE ACCESSIBLE AS REQUIRED BY FBC ACCESSIBILITY 2020, ANSI A117.1, DOJ ADA STANDARDS 2010. B. PROVIDE SIGNAGE FOR RESTROOM PER FBC ACCESSIBILITY 2020, ANSI A117.1, DOJ ADA STANDARDS 2010. C. ACCESSIBLE GRAB BARS AND ACCESSORIES PER FBC-A609.8: ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. D. PROVIDE FULL PLYWOOD BLOCKING IN WALLS BEHIND ALL WALL MOUNTED DEVICES INCLUDING BUT NOT LIMITED TO ADA GRAB BARS, DOORSTOPS, ETC. IN COMPLIANCE WITH THE AMERICAN DISABILITIES ACT. CONTRACTOR TO REQUEST APPROVAL BY ARCHITECT PRIOR TO INSTALLATION OF GYPSUM BOARD FINISH. E. SEE G102 FOR FIXTURE AND ACCESSORY MOUNTING HEIGHTS. F. REFER TO PLUMBING DRAWINGS FOR FIXTURE TYPES/MANUFACTURES. G. CONTRACTOR TO VERIFY ACCESSORY MANUFACTURE AND FINISHES WITH OWNER'S INTERIOR DESIGNER. ENLARGED RESTROOM KEYNOTES 01. 30" x 48" CLEAR FLOOR SPACE. 02. 60" x 60" CLEAR FLOOR SPACE. 03. 60" T CLEAR TURNING RADIUS. 04. 48" x 48" CLEAR FLOOR SPACE. 05. 54" x 60" CLEAR FLOOR SPACE. 06. 60" x 72" CLEAR FLOOR SPACE. TOILET ACCESSORIES LEGEND SYMBOL DESCRIPTION OA FLOOR MOUNTED TANK TYPE WATER CLOSET - SEE PLUMBING FIXTURE SCHEDULE. OB WALL HUNG LAVATORY - SEE PLUMBING FIXTURE SCHEDULE. LIQUID TYPE SOAP DISPENSER - SURFACE MOUNTED. MOUNT CENTERLINE OF USER CONTROL @ 40" O A.F.F. @ ADA (MOUNT BOTTOM @ 44" AT MILLWORK LOCATIONS) O TOILET TISSUE DISPENSER - WALL SURFACE MOUNTED WITH CENTERLINE OF ROLL @ 19" A.F.F., AND LEADING EDGE OF ROLL 36" FROM REAR WALL. O 36" LONG HANDICAPPED GRAB BAR - MOUNT TOP @ 33" A.F.F., AND MOUNT CENTERLINE OF END @ 6" FROM SIDE WALL. O 42" LONG HANDICAPPED GRAB BAR - MOUNT TOP @ 33" A.F.F., AND MOUNT CENTERLINE OF END @ 12" FROM REAR WALL. OROUND MIRROR UNIT - MOUNT BOTTOM OF REFLECTING SURFACE @ 40" A.F.F. - ADA COMPLIANT. OH DOUBLE ROBE HOOK - MOUNT CENTER @ 52" A.F.F. O ELECTRIC HAND DRYER - WALL SURFACE MOUNTED. MOUNT CENTER LINE OF USER CONTROL @40" A.F.F. FEMININE NAPKIN DISPOSAL - WALL SURFACE MOUNTED. MOUNT TOP @ 30" A.F.F. (NOTE: LOCATE IN O WOMEN TOILETS ONLY). OJANITOR'S SINK - SEE PLUMBING FIXTURE SCHEDULE. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFW BARCHITECTS.COM WW W.FWBARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. Ln U1 t0 Y m Z tD m i�z _ Z U o W 1 N Z U p FW- a = r, J Z O 1- w w X z O U U) LLJ 0 z O L w w 0 aN t) d' Lll (O f� N O N ti N 00 O W H Q 0 U) z Q J 0 a. z C G W � O Q 0 Z o Z E— CU 0 o LU J J v J JD OCoF- inzZ L o ww M U rw V O G �C O n/ L.L cf) -j O L.L Z J r- J m Q �� W m= Q W r^ �/< ) c(D N PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: A15 1 187'-4" N KEYNOTES El 01. TPO ROOF. 02. GUTTER AND DOWNSPOUT. 03. PARAPET. 04. LINE OF ALUMINUM CANOPY BELOW. 05. ROOF ACCESS HATCH - COORDINATE LOCATION WITH SHEET A131. 06. ROOFTOP MECHANICAL UNIT. 07. CRICKET - SLOPE 1/4" PER 1'-0" TYPICAL. 08. TPO WALK MAT - SEE SPECIFICATION. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST, LAKELAND, FL 33801 E-MAIL: INFOQFW BARCHITECTS.COM W WW.FWBARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR. WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWT(H ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRRTEN PERMISSION. ALL RIGHTS RESERVED. Ln UI l0 Y CC) z tD a rn m z ❑ Ld ��— a a � Z Ld \ � W L \ Q J z O w Lu z O a cr U W 0 Z O LLI Lu 0 aN Cl) Ln (D N O N CID O W I— Q H z W (� U o Z z Up o J J U (D H Z Zz � z Q U) o U O(A ^' _j Z J O � 0 < :2di 6� W Q L.1_ v J Q c(D N PROJ MGR: FCKY: ACKMAB JOB NUMBER: 21-19 SHEET NUMBER: Al 60 MEMBRANE 1ESIVE (OPTIONAL) D LAP AD PLATES 12" O.C. FOR YSTEMS 1-1/2 TIMES THE ABRANE D LAP MEMBRANE LTION >UBSTRATE R 5/4" x 4" MIN. DECK TION NOTE: 1. FOR INSULATION THICKNESS GREATER THAN 8", A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. FIELD -FABRICATED EXPANSION JOINT SHOULD USE A SMOOTH BACKED MEMBRANE. 3. APPLY SEALANT TO ALL CUT REINFORCED TPO EDGES. TYPICAL WALL EXPANSION DETAIL SCALE: NOT TO SCALE ^— 1.1 I Cn BY OTHERS CKER ROD 50% LARGER THAN NE MUST BE ON THREE = HATCH OPENING (OPTIONAL) CED VE SCREWS 12" O.C. (6" O.C. _ASTED SYSTEMS) LDED LAP Y PAD REQ. AT ROOF ACCESS 3ULATION CK/SUBSTRATE NOTE: 1. FOR INSULATION THICKNESS GREATER THAN 8", A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. APPLY TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES. TYPICAL ROOF HATCH DETAIL SCALE: NOT TO SCALE ROLL LEAD FLASHING 1" DOWN INTO PIPE PLUMBING VENT STACK RUBEROID®/ GAFGLAS® BASE FLASHING PRIMED LEAD FLASHING, MINIMUM 2 1/2 TO 4 LBS. SET PRIMED FLANGE IN ROOFCEMENT ON MOP, COLD MB, SA-MB AND BUR. SET PRIMED FLANGE IN HEAT SOFTENED MEMBRANE ON TORCH APP AND HW SBS RUBEROID®/ GAFGLAS® MEMBRANE BASE / PLY SHEETS ENERGYGUARD ROOF INSULATION DECK NOTE: 1. SHEET LEAD MINIMUM OF 2-1/2 POUNDS PER SQUARE FOOT. 2. MINIMUM 18" CLEARANCE FROM PIPES, WALLS AND CURBS. 3. FOR HEATWELD"OR TORCH APPLIED RUBEROID®MB, PREFERRED 2 PLY ALTERNATE TORCH THE AREA OF RUBEROICP MB OVER WHICH THE METAL IS TO BE PLACED TO A MOLTEN STATE. PRESS THE PRIMED FLANGE INTO THE MODIFIED BITUMEN WHILE IT IS STILL MOLTEN. TYPICAL VENT STACK FLASHING DETAIL SCALE: NOT TO SCALE Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS. PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. In En lD se m Z to Q m m Z44Z J Z Q L a � Z W a = r3 w Q J Z O W W L S F- Z O H 0 U) LIJ 0 Z O w LU Q 0 QN c7 V LO (O I� N CD N N 00 O W H Q U) Z W U) C) CD o Q z 0 w Up o J C) LL 0 z� CO z ry U)M O LLJ � o Q G 0� Q' Z_ 6 U _ N�/ Z� � � m Q cn U) �LIJ _ �J>>/� VQ ((0N PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: A16 1 .".inLu i_lL'- _ __ _ __�._ ___t:�__l.,Lw•2'i11; _-1' Ili 1 �: � �I�d•1111W.{o 11r1111 Lo 30 4 A B EAST ELEVATION SCALE: 1/8" = 1'-0" NORTH ELEVATION SCALE: 1/8" = 1'-0" C 1, .... dj ►i�l �0s Ohs FIN I LM9 1 A C 33 26 0 394" A.F.F. T.O. PARAPET 374" A.F.F. T.O. PARAPET 27-10" A.F.F. ....... ..... THIRD FLR. FIN, FLR. 12'-10" A.F.F. SECOND FLR, FIN. FLR. 19 FLR. FIN. FLR. KEYNOTES D� 01. ALUMINUM GUTTER AND DOWNSPOUT - SEE ROOF PLAN. 02. PAINTED STUCCO. SMOOTH FINISH. COLOR TO BE SELECTED BY ARCHITECT. 03. STUCCO CONTROL JOINT. ALL PVC ACCESSORIES SHALL BE SEALED AT ALL ABUTMENTS AND JOINTS. 04. ALUMINUM COPING. KYNAR FINISH. COLOR BY ARCHITECT FROM FULL SELECTION. 05. ALUMINUM STOREFRONT SYSTEM - SEE WINDOW ELEVATIONS. 06. ALUMINUM WINDOWS, TYP. SEE WINDOW SCHEDULE. 07. PARAPET WALL. 08. ROOF LINE BEYOND. 09. PAINTED STEEL DOOR AND FRAME. SEE DOOR SCHEDULE. 10. ALUMINUM HANDRAIL - SEE CIVIL. 11. HARDIE PLANK SIDING OR EQUAL. COLOR BY ARCHITECT FROM FULL RANGE. 12. FIRE SPRINKLER INSPECTORS TEST. 13. EXTERIOR PATIO CANOPY- SEE STRUCTURAL. 14. EXTERIOR WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL. 15. WALL CLEAN OUT - SEE PLUMBING. 16. MECHANICAL LOUVER - SEE MECHANICAL DRAWINGS. 17. CONNECT DOWNSPOUT TO STORM SEWER - SEE CIVIL. 18. HANDICAPPED ACCESSIBLE RAMP. 19. SLOPING GRADE. 20. GFI ELECTRICAL RECEPTACLE - SEE ELECTRICAL. 21. FDC - SEE FIRE PROTECTION DRAWINGS. 22. 6' ORNAMENTAL ALUMINUM FENCE. 23. FIRE ALARM HORN STROBE. 24. SECURITY CAMERA - SEE ELECTRICAL DRAWINGS. 25. ELECTRICAL METERING CENTER. 26. HOSE BIB - SEE PLUMBING. 27. FIRE INSPECTOR'S TEST - SEE FIRE PROTECTION DRAWINGS. 28. SEE CIVIL FOR GRADE AND RETAINING WALL. 29. EMERGENCY WALL PACK - SEE ELECTRICAL. 30. ALUMINUM CANOPY - DELEGATED ENGINEERING - SUBMIT FULLY ENGINEERED SIGNED AND SEALED SHOP DRAWINGS. 31. VENT THROUGH WALL, TYP. - SEE MECHANICAL & COORDINATE WITH STRUCTURAL. 32. BUILDING SIGNAGE. 33. LIGHT FIXTURE - SEE ELECTRICAL. 34. 4'-0" ORNAMENTAL ALUMINUM GATE - SEE ARCHITECTURAL SITE PLAN. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W .FW BARCH ITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARETHE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION. REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. V7 Z ko Q m �, N Z13 W \ Q Z U \ W a = Q J z O w w 2 V) z O F- a U V) w 0 z O w w H aN M er Lr) CO r- N O N N 00 O LLI a 0 z W Z 0 0 Z z O W &E D ~ J W ZZ z n/ L.L U) �o M U 0 cw w O G F- cn O W � zJ __ m Q W < a 2 w �Q �N PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: A201 WEST ELEVATION SCALE: 1/8" = 1'-0" SOUTH ELEVATION SCALE: 1 /8" = 1'-0" 3.F. T.O. PARAPET FLR. d%17-10" A.F.F. SECOND FLR, FIN. FLR. (KEYNOTES -El 01. ALUMINUM GUTTER AND DOWNSPOUT - SEE ROOF PLAN. 02. PAINTED STUCCO. SMOOTH FINISH. COLOR TO BE SELECTED BY ARCHITECT. 03. STUCCO CONTROL JOINT. ALL PVC ACCESSORIES SHALL BE SEALED AT ALL ABUTMENTS AND JOINTS. 04. ALUMINUM COPING. KYNAR FINISH. COLOR BY ARCHITECT FROM FULL SELECTION. 05. ALUMINUM STOREFRONT SYSTEM - SEE WINDOW ELEVATIONS. 06. ALUMINUM WINDOWS, TYP. SEE WINDOW SCHEDULE. 07. PARAPET WALL. 08. ROOF LINE BEYOND. 09. PAINTED STEEL DOOR AND FRAME. SEE DOOR SCHEDULE. 10. ALUMINUM HANDRAIL - SEE CIVIL. 11. HARDIE PLANK SIDING OR EQUAL. COLOR BY ARCHITECT FROM FULL RANGE. 12. FIRE SPRINKLER INSPECTORS TEST. 13. EXTERIOR PATIO CANOPY- SEE STRUCTURAL. 14. EXTERIOR WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL. 15. WALL CLEAN OUT - SEE PLUMBING. 16. MECHANICAL LOUVER - SEE MECHANICAL DRAWINGS. 17. CONNECT DOWNSPOUT TO STORM SEWER - SEE CIVIL. 18. HANDICAPPED ACCESSIBLE RAMP. 19. SLOPING GRADE. 20. GFI ELECTRICAL RECEPTACLE - SEE ELECTRICAL. 21. FDC - SEE FIRE PROTECTION DRAWINGS. 22. & ORNAMENTAL ALUMINUM FENCE. 23. FIRE ALARM HORN STROBE. 24. SECURITY CAMERA - SEE ELECTRICAL DRAWINGS. 25. ELECTRICAL METERING CENTER. 26. HOSE BIB - SEE PLUMBING. 27. FIRE INSPECTOR'S TEST - SEE FIRE PROTECTION DRAWINGS. 28. SEE CIVIL FOR GRADE AND RETAINING WALL. 29. EMERGENCY WALL PACK - SEE ELECTRICAL. 30. ALUMINUM CANOPY - DELEGATED ENGINEERING - SUBMIT FULLY ENGINEERED SIGNED AND SEALED SHOP DRAWINGS. 31. VENT THROUGH WALL, TYP. - SEE MECHANICAL & COORDINATE WITH STRUCTURAL. 32. BUILDING SIGNAGE. 33. LIGHT FIXTURE - SEE ELECTRICAL. 34. 4'-0" ORNAMENTAL ALUMINUM GATE - SEE ARCHITECTURAL SITE PLAN. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL' INFOQFWBARCHITECTS.COM W WW.FWBARCHITECTS.COM PH. 863.688.1211 OCOPYRIGHT2021 FURR, WEGMAN & BANKS ARCHITECTS. PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARETHE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. Ln U3 0 SZ M Z a f7� m Z ❑ LJ a Z W Q. F a = n Q } J Z O 1-- w w D 2 H Z O H 0- U w 0 Z O D w w a 0 a•- N m IT U) w 1� r 04 O N ti N 00 0 LLI Q H Z w z O O z J0 z 0 J� W zz � =W M o U O �L o N LL O to C J Zol O O w W I_ 00 Q �, } w CO 2 rna = W Q cN (o PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: A202_ MILLWORK ELEVATION MILLWORK ELEVATION SCALE: 1/2" = 1'-O" SECURITY CHECK -IN 120\� SCALE: 1/2" = 1'-0" SECURITY CHECK -IN 120 MILLWORK ELEVATION MILLWORK ELEVATION SCALE: 1/2" = 1'-O" 15'A" T-0" 3'-0" T-0" T-0" T-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 02 10 03 12 08 09 T-0" T-0" 01 3'-0" T-0" T-0" 15'-0" MILLWORK ELEVATION SECURITY CHECK -IN 120 SCALE: 1/2" = 1'-0" MAIL ROOM 119 SCALE: 1/2" = 1'-0" LOUNGE 118 i MILLWORK ELEVATION MILLWORK ELEVATION t 23'-4" MILLWORK ELEVATION SCALE: 1/2" = V-0" SECURITY CHECK -IN 120 SCALE: 1/2" = 1'-0" LOUNGE 118 SCALE: 1/2" = 1'-0" LOUNGE 118 GENERAL MILLWORK NOTES A. CONTRACTOR TO FIELD VERIFY ALL CLEAR DIMENSIONS PRIOR TO FABRICATION. B. ARCHITECT REQUIRES 15 DAY SHOP DRAWING REVIEW FOR ALL MILLWORK PIECES. KEYNOTES 1-1 01. 4" HIGH BASE AT FRONT AND SIDES NOT ABUTTING WALLS, TYP. SEE ROOM FINISH SCHEDULE. 02. FAUCET. 03. SINK. 04. SOLID SURFACE COUNTERTOP OVER (1) LAYER 3/4" PLYWOOD (COLOR SELECTED BY OWNER). 05. CONCEALED METAL ANGLE 2"xZx1/4" @ 36" O.C. 06. 314" PLYWOOD FIXED SHELF WITH PLASTIC LAMINATE FINISH ON ALL EXPOSED SIDES. 07. VENDING MACHINE BY OTHERS. 08. DRAWER. 09. DOOR. 10. 4" HIGH BACKSPLASH TO MATCH COUNTERTOP. 11. PAINTED GYPSUM BOARD. 12. FIXED PANEL. 13. COILING DOOR. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRFTTEN PERMISSION. ALL RIGHTS RESERVED. Ln ul l0 Y m � Z tD _ 4 all m zt4z: Z 0 W LY L Z Z U F LLJ tr ~ Q = C] tY Q } J z O I— Lu w z O H a x 0 U) W 0 z O L w w Q 0 aN M V L0 CO Il- r N O N ti N 00 O W H Q a 1-- z W z U' O O z 0 o Q JJ U W JD D W zz � Z U) � O �W M U 002 Co � J O _ ZO Z J r— J Q F >- U) J > �_ 2cn�L_ Q �N PROJ MGR: CKD BY: ACT MAB JOB NUMBER: 21-19 SHEET NUMBER: A301 m MILLWORK ELEVATION SCALE: 1/2" = 1'-0" 1BEDROOM APARTMENTS 1'-9" 21-6" 1'49° 6'-0" MILLWORK ELEVATION SCALE: 1/2" = V-0" 1'-10" 3'-6" MILLWORK ELEVATION SCALE: 1/2" = 1'-0" MILLWORK ELEVATION SCALE: 1/2" = 1'-0" 2 BEDROOM APARTMENTS RA APARTMENTS 1 BEDROOM APARTMENTS MILLWORK ELEVATION MILLWORK ELEVATION M-13 MILLWORK ELEVATION M-11 SCALE: 1/2" = 1'-0" 1 BEDROOMAPARTMENTS M-12 SCALE: 1/2" = 1'-0" 1 BEDROOMAPARTMENTS SCALE: 1/2" = 1'-0" ALL APARTMENTS 2'-0" T-0" 5'-0" MILLWORK ELEVATION SCALE: 1/2" = 1'-0" 2 BEDROOM APARTMENTS T-0" MILLWORK ELEVATION SCALE: 1/2" = 1'-0" 2BEDROOM APARTMENTS T-0" T-0" 6'-0" MILLWORK ELEVATION SCALE: 1/2" = 1'-0" ADA APARTMENTS M-14 MILLWORK ELEVATION SCALE: 1/2" = 1'-0" ALL APARTMENTS 3'-0" 2'-6" MILLWORK ELEVATION SCALE: 1/2" = 1'-0" T-0" RA APARTMENTS GENERAL MILLWORK NOTES A. CONTRACTOR TO FIELD VERIFY ALL CLEAR DIMENSIONS PRIOR TO FABRICATION. B. ARCHITECT REQUIRES 15 DAY SHOP DRAWING REVIEW FOR ALL MILLWORK PIECES. KEYNOTES 01. 4" HIGH BASE AT FRONT AND SIDES NOT ABUTTING WALLS, TYP. SEE ROOM FINISH SCHEDULE. 02. FAUCET. 03. SINK. 04. SOLID SURFACE COUNTERTOP OVER (1) LAYER 3/4" PLYWOOD (COLOR SELECTED BY OWNER). 05. 4" HIGH BACKSPLASH TO MATCH COUNTERTOP. 06. BACKSPLASH TO UNDERSIDE OF UPPER CABINET TO MATCH COUNTERTOP. 07. PAINTED GYPSUM BOARD 08. DOOR. 09. DRAWER. 10. FIXED PANEL 11. RANGE. 12. MICROWAVE. 13. REFRIGERATOR. 14. DISHWASHER. 15. LINEN CABINET. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FW BARCHITECTS.COM WWW.FWBARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRMf EN PERMISSION. ALL RIGHTS RESERVED. LP U] W �j CO z tD Q � m*Iz Z oCr W Q Z w Q = � U Q J Z O w w U) J) 2 H z O a 0 J) w 0 z O T w w H Q 0 aN C'7 V Ln CO N O N N O W H Q C0 H z W 2 D Z r� (D o O Z 0 z O Q JQ JD W J ('D m D W zZ �� � o W M U 002 °`-o �J Z J O � J m Q �� w LU �/) < (0 N PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: A302 I- __j aJ A B T I I I I I I I 0 C , J 0 „y ' , I f RC ION - / , : ............................ ......................... .............. - . , ,., ,,., --------- ... :gm- . ........... . ............... ............. .... .................... „,, ..... , I o N ............,,,,,,, ,p.,,,.,,,,Q..., ...... ...... ,.... ,,..... 0,,. ,,,,,,,,,,, ,. ............. ..- .,,.,.,,,,_ ,. f. .......... ....... ............. ................, ..1J .......... ............................................ f ,.,,,, ,,, ,,,,,,,,.,. ,.....,,.., ........... J J.... ... _............ . I I I I I I 63'-6" I I A 6 C D E F G H REFLECTED CEILING PLAN - FIRST FLOOR Z SCALE: 1/8" = 1'-O" RATED WALL LEGEND — — — — 1/2 - HOUR FIRE RATED WALL - UL # U905 —•—•—•— 1 - HOUR FIRE RATED WALL- UL # U905 e • • — • • — 2 - HOUR FIRE RATED WALL - UL # U905 KEYNOTES __R 01. ARMSTRONG PRELUDE XL 15/16 2x2 GRID FOR EXTERIOR APPLICATION FOR USE IN CONJUNCTION WITH METALWORKS VECTOR 6466 2x2 PANELS, 02. ARMSTRONG METALWORKS VECTOR 6466 2x2 PANELS. 03. ARMSTRONG METALWORKS MESH -WELDED WIRE, 2 CELL 9191AM IN TECH BLACK. SQUARE TEGULAR 15/16" GRID. BIOACOUSTIC INFILL PANEL BLACK MATTE 5823. REFL CEILING SYMBOLS LEGEND SYMBOL DESCRIPTION GYPSUM BOARD CEILING, HEADER, AND/OR SOFFIT. SEE FINISH SCHEDULE. 2' x 2' RECESSED LIGHT FIXTURES. SEE ELECTRICAL SHEETS. j RECESSED CAN LIGHT FIXTURES. SEE ELECTRICAL SHEETS. ,,,,,,, 1' x 4' SURFACE MOUNTED LIGHT FIXTURES. SEE ELECTRICAL SHEETS. 4" RECESSED MOUNTED LINEAR LIGHT FIXTURES. SEE ELECTRICAL SHEETS. 0 r :3 SUSPENDED LIGHT FIXTURES. SEE ELECTRICAL SHEETS. PENDANT LIGHT FIXTURES. SEE ELECTRICAL SHEETS. SURFACE MOUNTED LIGHT FIXTURES. SEE ELECTRICAL SHEETS. JUNCTION BOX FOR FUTURE CEILING FAN. SEE ELECTRICAL SHEETS. ® EXIT LIGHT FIXTURE SMOKE DETECTOR. 'j HEAT DETECTOR 1/2-HOUR FIRE RATED CEILING ASSEMBLY 1-HOUR FIRE RATED CEILING ASSEMBLY - NER 258 2' x 2' A/C RETURN AIR DIFFUSER, CEILING RECESSED. SEE MECHANICAL SHEETS. Lai ® 1' x 1' OR 2' x 2' A/C SUPPLY AIR DIFFUSER, CEILING RECESSED. SEE MECHANICAL SHEETS. ® 2' x 2' EXHAUST AIR DIFFUSER, CEILING RECESSED. SEE MECHANICAL SHEETS. ® @K EXHAUST FAN GRILLE, CEILING RECESSED. SEE MECHANICAL SHEETS. 0'-0A.F_F. INDICATES CEILING, HEADER, AND/OR SOFFIT HEIGHT. NOTE: (FOR CEILING HEIGHTS SEE FINISH SCHEDULE, TYPICAL). Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL' INFOQFWBARCHITECTS.COM WWW.FWBARCHITECTS.COM PH. 863.688.1211 OCOPYRIGHT2021 FURR, WEGMAN & BANKS ARCHITECTS. PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARETHE SOLE PROPERTY OF FURR WEGMAN& BANKS ARCHITECTS PA. NO O REPRODUCTION REMSI NOR REU E FTH DRAWIN . S O IS G N AUTHORQED WITHOUT SPECIHC WRITTEN PERMISSION. ALL RIGHTS RESHZVED. L(1 t0 S e Co z a rn m ❑ W N Q I.L Q z U �— p LLI Q = U Q J Z O w w U) 2 H Z O U w Z O U) w w Q 0 CV O N f` N Co O Li a 0 0 LL N) 0. LL Z Z w Q � J D o- U' 0 0z 0 Z Up o J JJ U W J� D U m I- zZ LU o �w M U U 02 �C o O W U)� O J = ZJ 0� T-- u- m Q �_ w W >uj LL CJQ cooN PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: A41 1 --"- — --1- , l- _ -- Rtl11 ftluLl,1_ Lem A B T D E T T H ro1 rO2 A501 I I i A501 I I I I I I I I I „I f STAIR 201 EXPOSED I M1 YY. 5� Ykpg.%/ / .� t < Y l f 0 l FF Q" A � y 9,0 .A�f` t. 0 .F / / y / • / F' H / I.f A: f 7777 r / '•N / / s /• cy 1. 'd FF ff 7 5� .. 0.. F sj e 3 / / F / / / . �7.:g* A.F .5 r -41 F•:f A.. / 9 A E f: , P -0 A:F fr r/fr •0 A.f F`• / ,r J 4 / i 4 I •0 APAR Tk�E1V1' ' Aif 17 t kFf cos 1 A F y / 1 1 / / / t dV r'' 0. A PPART .P�:F t L ✓,( y / / / -D ?/ AFF . 9 TM .A.F.E.. 1- - - - - - - - - - - - L.._.._..- - - - - - - - - - - - - - k C „ , s.. ^ F�� a:Qr JbN , � x f , /.J. > •/ S psi i /. 'u 1 , ,(< r I I I I A B C RELFECTED CEILING PLAN — SECOND FLOOR Z SCALE: 1/8" = 1'-O" I I I I I I I I D E F G RATED WALL LEGEND — — — — 1/2 - HOUR FIRE RATED WALL - UL # U905 —•—•—•. 1 - HOUR FIRE RATED WALL - UL # U905 —••—••— 2- HOUR FIRE RATED WALL -UL#U905 ----o1 — — — ---J / 03 A502 REFL CEILING SYMBOLS LEGEND SYMBOL DESCRIPTION GYPSUM BOARD CEILING, HEADER, AND/OR SOFFIT. SEE FINISH SCHEDULE. ........ 2' x 2' RECESSED LIGHT FIXTURES. SEE ELECTRICAL SHEETS. RECESSED CAN LIGHT FIXTURES. SEE ELECTRICAL SHEETS. V,, , ,,,,,, 1' x 4' SURFACE MOUNTED LIGHT FIXTURES. SEE ELECTRICAL SHEETS. 4" RECESSED MOUNTED LINEAR LIGHT FIXTURES. SEE ELECTRICAL SHEETS. 0 C = _ =7 SUSPENDED LIGHT FIXTURES. SEE ELECTRICAL SHEETS. PENDANT LIGHT FIXTURES. SEE ELECTRICAL SHEETS. 0 SURFACE MOUNTED LIGHT FIXTURES. SEE ELECTRICAL SHEETS. JUNCTION BOX FOR FUTURE CEILING FAN. SEE ELECTRICAL SHEETS. EXIT LIGHT FIXTURE T SMOKE DETECTOR. f% HEAT DETECTOR 1/2-HOUR FIRE RATED CEILING ASSEMBLY 1-HOUR FIRE RATED CEILING ASSEMBLY - NER 258 2' x 2' AlC RETURN AIR DIFFUSER, CEILING RECESSED, SEE MECHANICAL SHEETS. ®® 1' x 1' OR 2' x 2' A/C SUPPLY AIR DIFFUSER, CEILING RECESSED. SEE MECHANICAL SHEETS. ® 2' x 2' EXHAUST AIR DIFFUSER, CEILING RECESSED, SEE MECHANICAL SHEETS. �. EXHAUST FAN GRILLE, CEILING RECESSED. SEE MECHANICAL SHEETS. 0'-0 ' A,F,F, INDICATES CEILING, HEADER, AND/OR SOFFIT HEIGHT, NOTE: (FOR CEILING HEIGHTS SEE FINISH SCHEDULE, TYPICAL). Furr r Weg man & Banks Architects P.A. AR a 0006 80 625 EAST ORANGE ST. LAKELAND FL 33801 E-MAIL: .0 INFO@FWBAR HITE TS O M C C W W W.FW BARCHITECTS.COM PH. 863.688.121 1 C COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR WE MAN &BANKS ARCHITECTS, PA NO REPRODUCTION R[VISIQN OR REUSE OF THIS DRAWING I S AUhIORIZED WTMOUTSPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 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SEE FINISH SCHEDULE. 2' x 2' RECESSED LIGHT FIXTURES. SEE ELECTRICAL SHEETS. 0 RECESSED CAN LIGHT FIXTURES. SEE ELECTRICAL SHEETS. ... " ' 1' x 41 SURFACE MOUNTED LIGHT FIXTURES. SEE ELECTRICAL SHEETS. 4' RECESSED MOUNTED LINEAR LIGHT FIXTURES. SEE ELECTRICAL SHEETS. 0 SUSPENDED LIGHT FIXTURES. SEE ELECTRICAL SHEETS. PENDANT LIGHT FIXTURES. SEE ELECTRICAL SHEETS. 0 SURFACE MOUNTED LIGHT FIXTURES. SEE ELECTRICAL SHEETS. JUNCTION BOX FOR FUTURE CEILING FAN. SEE ELECTRICAL SHEETS, ® EXIT LIGHT FIXTURE !y SMOKE DETECTOR. HEAT DETECTOR 1/2-HOUR FIRE RATED CEILING ASSEMBLY 1-HOUR FIRE RATED CEILING ASSEMBLY - NER 258 2' x 2' AIC RETURN AIR DIFFUSER, CEILING RECESSED, SEE MECHANICAL SHEETS. ®® 1' x 110R 2' x 2' A/C SUPPLY AIR DIFFUSER, CEILING RECESSED. SEE MECHANICAL SHEETS. 2' x 2' EXHAUST AIR DIFFUSER, CEILING RECESSED. SEE MECHANICAL SHEETS. �. EXHAUST FAN GRILLE, CEILING RECESSED. SEE MECHANICAL SHEETS. 0' 0' A,F.F, INDICATES CEILING, HEADER, AND/OR SOFFIT HEIGHT. NOTE: (FOR CEILING HEIGHTS SEE FINISH SCHEDULE, TYPICAL). F rr u 1 Weg man Banks Architects, P.A. AR0006480 625 EAST ORANGE T S, LAKELAND FL 33801 E-MAIL: INFO FWBAR HITE T M @ C C S.CO W W W.FW BARCHITECTS.COM PH. 863.688.121 1 ® COPYRIGHT 2021 FURR. WEGMAN 6 BANKS ARCHITECTS PA THE DESIGN AND CONCEPTS DEPICTED HEREWTfH ARE THE SOLE PROPERTY OF FURR WEGMAN & BANKS ARCHITECTS PA. NO REPRODUCTION REVISION OR REUSE OF THI DRAWIN S GS AUTHORIZED WR T WITHOUT SPECIFIC CIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. .Lfl W W Z l(1 a rn m z O W a � Z W of a = C] Q J z O I— w w F— z O I= a U J) w 0 z O w w Q 0 r N O N ti N CID W � o O O LL U) 1 � z w a J � CD o z 0 Z_ Up Z o J JJ U W J� U (D m t- zZ � o U W U o LL_ O o �_j = z� O J � L _ Q � >- /W) .,T/ W > LL v) Q c(00 N a PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: A431 al 33'4' A.F.F. ob BRG. HGT. IF BUILDING SECTION SCALF: 114" = 1'-0" BUILDING SECTION ` - - - - - oe SCALE: 1/4" = T-O" d4 364' A.F.F. IV T/ CMU WALL 34'-4" A.F.F. BRIG. HGT. 22'-10" A.F.F. THIRD FLOOR _ 12-10" A.F.F. SECOND FLOOR _ 0' 0" A.F.F. GROUND FLOOR J A501 3T-4" A.F.F. Ti CMU WALL 34'-4" A.F.F. BRIG. HGT. 22-10" A.F.F. THIRD FLOOR 12'-8" A.F.F. T/ STEEL _ 0'-0" A.F.F. GROUND FLOOR DETAIL SCALE: 1 1/2" = V-0" KEYNOTES (SHEETS A501 & A502) 00 01. TPO ROOF OVER (2) LAYERS OF 3" RIGID POLYISO INSULATION (TOTAL R-38 VALUE) OVER 3/4" EXTERIOR SHEATHING OVER COMPOSITE METAL ROOF DECK. 02. STEEL BAR JOISTS - SEE STRUCTURAL DRAWINGS. 03. 8" x 8" x 16" CMU WALL - SEE STRUCTURAL FOR REINFORCING. 04. 12" x 8" x 16" CMU WALL - SEE STRUCTURAL FOR REINFORCING. 05. 1/2" EXTERIOR STUCCO (2-COAT) OVER LIQUID APPLIED WATER BARRIER. 06. CONCRETE TIE BEAM - SEE STRUCTURAL DRAWINGS. 07. ALUMINUM GUTTER AND DOWNSPOUT. 08. FOUNDATION - SEE STRUCTURAL DRAWINGS. 09. 4" CONCRETE SLAB OVER 10 MIL. WATER PROOF MEMBRANE OVER COMPACTED TREATED FILL; TAPE ALL JOINTS - SEE STRUCTURAL DRAWINGS. 10. 8" HOLLOW CORE FLOOR SLAB WITH 2" CONCRETE TOPPING - SEE STRUCTURAL DRAWINGS. 11. 5/8" GYPSUM BOARD OVER 2 1/2" (20 GA.) METAL STUDS AND 2" RIGID INSULATION. 12. 5/8" GYPSUM BOARD OVER 2 1/2" (20 GA.) METAL STUDS. 13. 5/8" MOISTURE RESISTANT GYPSUM BOARD OVER 6" (20 GA.) METAL STUDS. 14. DOOR AND FRAME ASSEMBLY - SEE DOOR SCHEDULE. 15. STOREFRONT WINDOW ASSEMBLY - SEE WINDOW ELEVATIONS. 16. STOREFRONT DOOR ASSEMBLY - SEE DOOR SCHEDULE. 17. FINISHED GRADE, PROVIDE TERMITE TREATMENT TO EXTERIOR GRADE MIN. 1'-0" BEYOND PRIMARY STRUCTURE SIDEWALLS. (THIS INCLUDES ALL EXTERIOR CONCRETE ADJACENT TO BUILDING) TYP. 18. 1-HOUR FIRE RATED CEILING ASSEMBLY - SEE LIFE SAFETY DRAWINGS. 19. SEE CIVIL DRAWINGS FOR EXTENT OF STORM WATER COLLECTION SYSTEM. 20. PRE -FABRICATED METAL CANOPY WITH BRACKETS BY MANUFACTURER. 21. 5/8" GYPSUM BOARD CEILING OVER 7/8" HAT CHANNELS @ 16" O.C. OVER 1 1/2" METAL STUDS @ 24" O.C. 22. 5/8" GYPSUM BOARD CEILING OVER 1 1/2" FURRING CHANNELS @ 16" O.C. 23. 518" GYPSUM BOARD SOFFIT OVER MISC. STEEL (20 GA.) STUD FRAMING. 24. 3 5/8" (20 GA.) METAL STUDS @ 16" O.C. WITH BATT INSULATION AND 5/8" GYPSUM BOARD EACH SIDE. 25. 6" (20 GA.) METAL STUDS @ 16" O.C. WITH BATT INSULATION AND 5/8" GYPSUM BOARD EACH SIDE. 26. ALUMINUM FRAME WINDOW ASSEMBLY - SEE WINDOW ELEVATIONS. 27. SELF-SUPPORTING FOLDING PARTITION WALL (BEYOND). 28. CONCRETE BEAM - SEE STRUCTURAL DRAWINGS. 29. CONCRETE COLUMN - SEE STRUCTURAL DRAWINGS. 30. MILLWORK - SEE MILLWORK ELEVATIONS. 31. HARDIE PLANK SIDING OVER 3/4" EXTERIOR SHEATHING. 32. PARAPET WALL ALUMINUM COPING - KYNAR FINISH. 33. EXTERIOR PAVERED PATIO. 34. STEEL CANOPY STRUCTURE - SEE STRUCTURAL DRAWINGS. 35. EXTERIOR RATED GRID CEILING SYSTEM. 36. TPO ROOF OVER TAPERED RIGID INSULATION OVER 1 1/2" METAL ROOF DECK. 37. PRE-ENGINEERED CONCRETE STAIR AND LANDINGS SYSTEM BY SPECIALTY ENGINEER. 38. 1 1/2" DIA. PAINTED STEEL GUARDRAIL/ HANDRAIL COMBO WITH STEEL BRACKET. 39. T.V. BY OWNER. 40. 1/4" REVEAL. 41, TAPERED FAUX BEAM TO BE FLUSH WITH ADJACENT CONCRETE BEAM - SEE DETAIL. 42. P.T. BLOCKING / NAILER. 43. 518" EXTERIOR STUCCO (PAINTED) OVER GALV. METAL LATH OVER WATER PROOFING MEMBRANE OVER 1/2" EXTERIOR SHEATHING. 44. BREAK METAL FASCIA- KYNAR FINISH. 45. DRIP FLASHING AND CONT. CLEAT - KYNAR FINISH. 46. CASED OPENING. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM WW W.FWBARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2W 1 FURR. WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. Ln N ko � CO z t0 a (3) - In Z4:Iz z 1n LA, Q � � a z U H W Q = U Q J z O w w W z O a 0 U w 0 z O U) w w Q aN C" LO CO (� N O N ti N 00 0 w F- Q 07 F- Z W 2 Z) Ur 0 U) Z 0 Z Up o 0 J J U U � F- Cl)z z L f n w rCf)i U Z 02 X" o co J CD J o Z00 T- o� `� W < > > a. �= 2 Co' VJ ^ < (ON a. PROJ MGR: 7CKDBY:ACKMAB JOB NUMBER: 21-19 SHEET NUMBER: A501 CD rn1 III P'1IAIn [+Cl%TIt-%KI A502 / SCALE: 1/4" = 1'-0" e - - - - - e KEYNOTES (SHEETS A501 & A502) 01. TPO ROOF OVER (2) LAYERS OF 3" RIGID POLYISO INSULATION (TOTAL R-38 VALUE) OVER 3/4" EXTERIOR SHEATHING OVER COMPOSITE METAL ROOF DECK. 02. STEEL BAR JOISTS - SEE STRUCTURAL DRAWINGS. 03. 8" x 8" x 16" CMU WALL - SEE STRUCTURAL FOR REINFORCING. 04. 12" x 8" x 16" CMU WALL - SEE STRUCTURAL FOR REINFORCING. 05. 1/2" EXTERIOR STUCCO (2-COAT) OVER LIQUID APPLIED WATER BARRIER. 06. CONCRETE TIE BEAM - SEE STRUCTURAL DRAWINGS. 07. ALUMINUM GUTTER AND DOWNSPOUT. 08. FOUNDATION - SEE STRUCTURAL DRAWINGS. 09. 4" CONCRETE SLAB OVER 10 MIL. WATER PROOF MEMBRANE OVER COMPACTED TREATED FILL; TAPE ALL JOINTS - SEE STRUCTURAL DRAWINGS. 10. 8" HOLLOW CORE FLOOR SLAB WITH 2" CONCRETE TOPPING - SEE STRUCTURAL DRAWINGS. 11. 5/8" GYPSUM BOARD OVER 2 1/2" (20 GA.) METAL STUDS AND 2" RIGID INSULATION. 12. 5/8" GYPSUM BOARD OVER 2 1/2" (20 GA.) METAL STUDS. 13. 5/8" MOISTURE RESISTANT GYPSUM BOARD OVER 6" (20 GA.) METAL STUDS. 14. DOOR AND FRAME ASSEMBLY - SEE DOOR SCHEDULE. 15. STOREFRONT WINDOW ASSEMBLY - SEE WINDOW ELEVATIONS. 16. STOREFRONT DOOR ASSEMBLY - SEE DOOR SCHEDULE. 17. FINISHED GRADE, PROVIDE TERMITE TREATMENT TO EXTERIOR GRADE MIN. 1'-0" BEYOND PRIMARY STRUCTURE SIDEWALLS. (THIS INCLUDES ALL EXTERIOR CONCRETE ADJACENT TO BUILDING) TYP. 18. 1-HOUR FIRE RATED CEILING ASSEMBLY- SEE LIFE SAFETY DRAWINGS. 19. SEE CIVIL DRAWINGS FOR EXTENT OF STORM WATER COLLECTION SYSTEM. 20. PRE -FABRICATED METAL CANOPY WITH BRACKETS BY MANUFACTURER. 21. 5/8" GYPSUM BOARD CEILING OVER 7/8" HAT CHANNELS @ 16" O.C. OVER 1 112" METAL STUDS @ 24" O.C. 22. 5/8" GYPSUM BOARD CEILING OVER 1 1/2" FURRING CHANNELS @ 16" O.C. 23. 5/8" GYPSUM BOARD SOFFIT OVER MISC. STEEL (20 GA.) STUD FRAMING. 24. 3 5/8" (20 GA.) METAL STUDS @ 16" O.C. WITH BATT INSULATION AND 5/8" GYPSUM BOARD EACH SIDE. 25. 6" (20 GA.) METAL STUDS @ 16" O.C. WITH BATT INSULATION AND 5/8" GYPSUM BOARD EACH SIDE. 26. ALUMINUM FRAME WINDOW ASSEMBLY - SEE WINDOW ELEVATIONS. 27. SELF-SUPPORTING FOLDING PARTITION WALL (BEYOND). 28. CONCRETE BEAM - SEE STRUCTURAL DRAWINGS. 29. CONCRETE COLUMN - SEE STRUCTURAL DRAWINGS. 30. MILLWORK - SEE MILLWORK ELEVATIONS. 31. HARDIE PLANK SIDING OVER 3/4" EXTERIOR SHEATHING. 32. PARAPET WALL ALUMINUM COPING - KYNAR FINISH. 33. EXTERIOR PAVERED PATIO. 34. STEEL CANOPY STRUCTURE - SEE STRUCTURAL DRAWINGS. 35. EXTERIOR RATED GRID CEILING SYSTEM. 36. TPO ROOF OVER TAPERED RIGID INSULATION OVER 1 1/2" METAL ROOF DECK. 37. PRE-ENGINEERED CONCRETE STAIR AND LANDINGS SYSTEM BY SPECIALTY ENGINEER. 38. 1 1/2" DIA. PAINTED STEEL GUARDRAIL/ HANDRAIL COMBO WITH STEEL BRACKET. 39. T.V. BY OWNER. 40. 1/4" REVEAL. 41. TAPERED FAUX BEAM TO BE FLUSH WITH ADJACENT CONCRETE BEAM - SEE DETAIL. 42. P.T. BLOCKING / NAILER. 43. 5/8" EXTERIOR STUCCO (PAINTED) OVER GALV. METAL LATH OVER WATER PROOFING MEMBRANE OVER 1/2" EXTERIOR SHEATHING. 44. BREAK METAL FASCIA - KYNAR FINISH. 45. DRIP FLASHING AND CONT. CLEAT - KYNAR FINISH. 46. CASED OPENING. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2D21 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING 15 AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. Lf) CO Z 03 Q m 44Z Z 0 W Q � Z W \\ Q 2 U Q' Q J Z O Lu Lu 0 L Z O a U X Lu 0 Z O 0 Lu w I- Q 0 QN M L0 Co t` r N O N ti N 00 0 w H Q C0 Z LLl 2 UI 0 z 0 z Up Z 0 O JJ � U F- U z Z z Lo O U) W M U z_ 2 °" o CD Q L.f. 0- J CoQ �)> CO CO D > 0- < 2 e " U) Q (0 N PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: A502 -i CD 00 rn N r_4 N O i r-, BUILDING SECTION SCALE: 1/2" = 1'-O" n BUILDING SECTION SCALE: 1/2" = 1'-0" 22'-10" AF.F. THIRD FLOOR 12'-10" A.F.F. SECOND FLOOR 0'-0" A.F.F. GROUND FLOOR BUILDING SECTION SCALE: 1/2" = V-0" KEYNOTES (SHEETS A503 & A504) 00 01. TPO ROOF OVER (2) LAYERS OF 3" RIGID POLYISO INSULATION (TOTAL R-38 VALUE) OVER 3/4" EXTERIOR SHEATHING OVER COMPOSITE METAL ROOF DECK. 02. STEEL BAR JOISTS - SEE STRUCTURAL DRAWINGS. 03. 8" x 8" x 16" CMU WALL - SEE STRUCTURAL FOR REINFORCING. 04. 12" x 8" x 16" CMU WALL - SEE STRUCTURAL FOR REINFORCING. 05. 1/2" EXTERIOR STUCCO (2-COAT) OVER LIQUID APPLIED WATER BARRIER. 06. CONCRETE TIE BEAM - SEE STRUCTURAL DRAWINGS. 07. ALUMINUM GUTTER AND DOWNSPOUT. 08. FOUNDATION - SEE STRUCTURAL DRAWINGS. 09. 4" CONCRETE SLAB OVER 10 MIL. WATER PROOF MEMBRANE OVER COMPACTED TREATED FILL; TAPE ALL JOINTS - SEE STRUCTURAL DRAWINGS. 10. 8" HOLLOW CORE FLOOR SLAB WITH 2" CONCRETE TOPPING - SEE STRUCTURAL DRAWINGS. 11. 5/8" GYPSUM BOARD OVER 2 1/2" (20 GA.) METAL STUDS AND 2" RIGID INSULATION. 12. 5/8" GYPSUM BOARD OVER 2 1/2" (20 GA.) METAL STUDS. 13. DRIP FLASHING AND CONT. CLEAT - KYNAR FINISH. 14. DOOR AND FRAME ASSEMBLY - SEE DOOR SCHEDULE. 15. STOREFRONT WINDOW ASSEMBLY- SEE WINDOW ELEVATIONS. 16. BREAK METAL FASCIA - KYNAR FINISH. 17. FINISHED GRADE, PROVIDE TERMITE TREATMENT TO EXTERIOR GRADE MIN. V-0" BEYOND PRIMARY STRUCTURE SIDEWALLS. (THIS INCLUDES ALL EXTERIOR CONCRETE ADJACENT TO BUILDING) TYP. 18. 1-HOUR FIRE RATED CEILING ASSEMBLY- SEE LIFE SAFETY DRAWINGS. 19. SEE CIVIL DRAWINGS FOR EXTENT OF STORM WATER COLLECTION SYSTEM. 20. PRE -FABRICATED METAL CANOPY WITH BRACKETS BY MANUFACTURER. 21. 5/8" GYPSUM BOARD CEILING OVER 7/8" HAT CHANNELS @ 16" O.C. OVER 1 1/2" METAL STUDS @ 24" O.C. 22. 5/8" GYPSUM BOARD CEILING OVER 1 1/2" FURRING CHANNELS @ 16" O.C. 23. 5/8" GYPSUM BOARD SOFFIT OVER MISC. STEEL (20 GA.) STUD FRAMING. 24. P.T. BLOCKING AS REQUIRED. 25. STRUCTURAL STEEL CHANNEL - SEE STRUCTURAL DRAWINGS. 26. ALUMINUM FRAME WINDOW ASSEMBLY - SEE WINDOW ELEVATIONS. 27. 1/2" EXTERIOR STUCCO (PAINTED) OVER CONCRETE BEAM. 28. CONCRETE BEAM - SEE STRUCTURAL DRAWINGS. 29. CONCRETE COLUMN - SEE STRUCTURAL DRAWINGS. 30. 5/8" EXTERIOR STUCCO (PAINTED) OVER GALV. METAL LATH OVER WATER PROOFING MEMBRANE OVER 1/2" EXTERIOR SHEATHING. 31. HARDIE PLANK SIDING OVER 3/4" EXTERIOR SHEATHING. 32. PARAPET WALL ALUMINUM COPING - KYNAR FINISH. 33. EXTERIOR PAVERED PATIO. 34. STEEL CANOPY STRUCTURE - SEE STRUCTURAL DRAWINGS. 35. EXTERIOR RATED GRID CEILING SYSTEM. 36. TPO ROOF OVER TAPERED RIGID INSULATION OVER 1 1/2" METAL ROOF DECK. 37. PRE-ENGINEERED CONCRETE STAIR AND LANDINGS SYSTEM BY SPECIALTY ENGINEER. 38. 1 1/2" DIA. PAINTED STEEL GUARDRAIL/ HANDRAIL COMBO WITH STEEL BRACKET. 39. PRECAST CONCRETE SILL. 40. MASONRY FLASHING EQ. TO FRY REGLET "ST" TYPE "SPRINGLOK" AT STUCCO - COLOR WHITE. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FW BARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWMI ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION. REVISION OR REUSE OF THISDRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. Ln to Z lD Q Z o ED W a � _ Q -�i Q �f Z W V H � Q' Q = U Q J z O w w C0 z O I= a U U) w 0 z O T w w Q 0 r N O N ti N 00 O Li Q Cl U) H Z w rV n U Z Q z Up o J J U J� Z D Z (j �z � Z o U M D U w cL.LI 0 LL' C� //)� VJ G 0 L7J O J QJ T J m Q �= } w U)Q rnW 2 io N PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: A503 m rn n BUILDING SECTION SCALE: 1/2" = 1'-O" BUILDING SECTION SCALE: 1/2" = 1'-0" BUILDING SECTION SCALE: 1/2" = V-0" 4 1'-0" A.F.F. ID FLOOR DETAIL SCALE: 1 1/2" = 1'-0" DETAIL SCALE: 1 1/2" = V-0" DETAIL SCALE: 1 1/2" = 1'-0" KEYNOTES (SHEETS A503 & A504) 00 01. TPO ROOF OVER (2) LAYERS OF 3" RIGID POLYISO INSULATION (TOTAL R-38 VALUE) OVER 3/4" EXTERIOR SHEATHING OVER COMPOSITE METAL ROOF DECK. 02. STEEL BAR JOISTS - SEE STRUCTURAL DRAWINGS. 03. 8" x 8" x 16" CMU WALL - SEE STRUCTURAL FOR REINFORCING. 04. 12" x 8" x 16" CMU WALL - SEE STRUCTURAL FOR REINFORCING. 05. 1/2" EXTERIOR STUCCO (2-COAT) OVER LIQUID APPLIED WATER BARRIER. 06. CONCRETE TIE BEAM - SEE STRUCTURAL DRAWINGS. 07. ALUMINUM GUTTER AND DOWNSPOUT. 08. FOUNDATION - SEE STRUCTURAL DRAWINGS. 09. 4" CONCRETE SLAB OVER 10 MIL. WATER PROOF MEMBRANE OVER COMPACTED TREATED FILL; TAPE ALL JOINTS - SEE STRUCTURAL DRAWINGS. 10. 8" HOLLOW CORE FLOOR SLAB WITH 2" CONCRETE TOPPING - SEE STRUCTURAL DRAWINGS. 11. 5/8" GYPSUM BOARD OVER 2 112" (20 GA.) METAL STUDS AND 2" RIGID INSULATION. 12. 5/8" GYPSUM BOARD OVER 2 1/2" (20 GA.) METAL STUDS. 13. DRIP FLASHING AND CONT. CLEAT - KYNAR FINISH. 14. DOOR AND FRAME ASSEMBLY - SEE DOOR SCHEDULE. 15. STOREFRONT WINDOW ASSEMBLY - SEE WINDOW ELEVATIONS. 16. BREAK METAL FASCIA- KYNAR FINISH. 17. FINISHED GRADE, PROVIDE TERMITE TREATMENT TO EXTERIOR GRADE MIN. V-0" BEYOND PRIMARY STRUCTURE SIDEWALLS. (THIS INCLUDES ALL EXTERIOR CONCRETE ADJACENT TO BUILDING) TYP. 18. 1-HOUR FIRE RATED CEILING ASSEMBLY - SEE LIFE SAFETY DRAWINGS. 19. SEE CIVIL DRAWINGS FOR EXTENT OF STORM WATER COLLECTION SYSTEM. 20. PRE -FABRICATED METAL CANOPY WITH BRACKETS BY MANUFACTURER. 21. 5/8" GYPSUM BOARD CEILING OVER 7/8" HAT CHANNELS @ 16" O.C. OVER 1 1/2" METAL STUDS @ 24" O.C. 22. 5/8" GYPSUM BOARD CEILING OVER 1 1/2" FURRING CHANNELS @ 16" O.C. 23. 5/8" GYPSUM BOARD SOFFIT OVER MISC. STEEL (20 GA.) STUD FRAMING. 24. P.T. BLOCKING AS REQUIRED. 25. STRUCTURAL STEEL CHANNEL - SEE STRUCTURAL DRAWINGS. 26. ALUMINUM FRAME WINDOW ASSEMBLY - SEE WINDOW ELEVATIONS. 27. 1/2" EXTERIOR STUCCO (PAINTED) OVER CONCRETE BEAM. 28. CONCRETE BEAM - SEE STRUCTURAL DRAWINGS. 29. CONCRETE COLUMN - SEE STRUCTURAL DRAWINGS. 30. 5/8" EXTERIOR STUCCO (PAINTED) OVER GALV. METAL LATH OVER WATER PROOFING MEMBRANE OVER 1/2" EXTERIOR SHEATHING. 31. HARDIE PLANK SIDING OVER 3/4" EXTERIOR SHEATHING. 32. PARAPET WALL ALUMINUM COPING - KYNAR FINISH. 33. EXTERIOR PAVERED PATIO. 34. STEEL CANOPY STRUCTURE - SEE STRUCTURAL DRAWINGS. 35. EXTERIOR RATED GRID CEILING SYSTEM. 36. TPO ROOF OVER TAPERED RIGID INSULATION OVER 1 1/2" METAL ROOF DECK. 37. PRE-ENGINEERED CONCRETE STAIR AND LANDINGS SYSTEM BY SPECIALTY ENGINEER. 38. 1 1/2" DIA. PAINTED STEEL GUARDRAIL/ HANDRAIL COMBO WITH STEEL BRACKET. 39. PRECAST CONCRETE SILL. 40. MASONRY FLASHING EQ. TO FRY REGLET "ST" TYPE "SPRINGLOK" AT STUCCO - COLOR WHITE. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST, LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWFH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING 15 AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED, In In l0 le m Z Q (3) _ m 4:�z Z ❑ ❑ ly Ld Z W v Q H a = n w Q J z O Ll.l W U) i-- z O U W W 0 z O LL I lz Lu 0 aN M Lo CD r-_ N CD N ti N Co CD w Q N z W (� o Z 0 z 00 o J _l U Z J� D O CD 07 z z U CoZ L o w Co U W Z 0LL o U) p� o T J J •�- z J J � 0 :: w _ (� c> Q � Llj a = c(o N PROJ MGR: CKD BY: ACK MAB JOB NUMBER: 21-19 SHEET NUMBER: A504 CT 1 1 II 1 II'1II11 lip TIl F I Ill 11 I Q THIRD FLOOR STAIR SCALE: 1/4" = V-0" STAIR SECTION SCALE: 1/2" = 1'-0" I I -B� SECOND FLOOR STAIR SCALE: 1/4" = 1'-0" FIRST FLOOR STAIR SCALE: 1/4" = V-0" FACE OF WALL 1 1/2" 1 1/2" PAINTED STEEL /- HANDRAIL N PAINTED STEEL BRACKET PAINTED STEEL BRACKET PAINTED S.S. FASTENER STEEL PLATE S.S. FASTENER PAINTED STEEL PLATE HANDRAIL DETAILS SCALE: 3" = V-0" 'ED STEEL RAIL KEYNOTES 01. TPO ROOF OVER TAPERED INSULATION. 02. BAR JOIST. SEE STRUCTURAL DRAWINGS. 03. WALL (BEYOND). 04. 4" CONCRETE SLAB OVER 10 MIL. VAPOR BARRIER OVER COMPACTED TREATED FILL; TAPE ALL JOINTS. SEE STRUCTURAL DRAWINGS. 05. 8"x8"x16" C.M.U. WITH REINFORCING. SEE STRUCTURAL DRAWINGS. 06. 1 1/2" DIA. PAINTED STEEL GUARDRAIL/ HANDRAIL COMBO WITH STEEL BRACKET - SEE DETAIL THIS SHEET. 07. PRE-ENGINEERED CONCRETE STAIR AND LANDINGS SYSTEM BY SPECIALTY ENGINEER. PROVIDE RUBBER RISERS AND TREADS. 08. FIRE RATED GYPSUM LID: 5/8" TYPE "X" GYPSUM BOARD OVER 1 1/2" x 20 GA. METAL HAT CHANNELS @ 16" O.C.. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: IN FOQFWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR. WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING 15 AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. In [!1 %D S[ m z tD Q 00 m Z O Li Ld Er Q � � Z C] Q U \ Cr Q } J Z O F- w w 17 z O w 0 w 0 Z O LL1 w Q 0 ar- N M "T Lf7 CO ti N O N rl- 00 CD Li Q C0 H Lu (D U Oo Z z Up o J J_ 1— Z JD O Co ZF_ U) z U co Lo o W W � U u) O �C o I..L- Z J r-- w \po ^< u) V) Q LU coo N _ � PROJ MGR: CKD BY: ACT MAB JOB NUMBER: 21-19 SHEET NUMBER: A60 1 -i ® UP DN ® UP ��] DN UP �`. J DN I :I 1Oxm 1Ox8 ----------- V � =���,M t � -R. �III III D_ bL_ rr rr DUCTWORK SUPPLY DUCT (UP & DOWN) EXHAUST DUCT (UP & DOWN) RETURN AIR DUCT (UP & DOWN) CEILING DIFFUSERS/GRILLES (DOUBLE LINE) SIDE WALL REGISTER OR GRILLE (DOUBLE LINE) NEW DUCT - WIDTH x DEPTH (DOUBLE LINE) NEW DUCT - WIDTH x DEPTH (SINGLE LINE) EXISTING DUCT TO REMAIN (DOUBLE LINE) EXISTING DUCT TO REMAIN (SINGLE LINE) EXISTING DUCT TO BE REMOVED (DOUBLE LINE) EXISTING DUCT TO BE REMOVED (SINGLE LINE) FLEXIBLE DUCTWORK (INSULATED) DUCT TRANSITION - CONCENTRIC (DOUBLE LINE) DUCT TRANSITION - ECCENTRIC (DOUBLE LINE) DUCT TRANSITION - RECT. TO RND (DOUBLE LINE) MANUAL VOLUME DAMPER (DOUBLE LINE) MANUAL VOLUME DAMPER (SINGLE LINE) BACK DRAFT DAMPER INCLINED RISE, IN DIRECTION OF AIR FLOW (DOUBLE LINE) INCLINED DROP, IN DIRECTION OF AIR FLOW (DOUBLE LINE) FLEXIBLE CONNECTION (DOUBLE LINE) DUCT MOUNTED COIL/HEATER (DOUBLE LINE) VANED ELBOW (PROVIDE ALL SQUARE OR RECTANGULAR ELBOWS WITH TURNING VANES EVEN IF SYMBOL IS MISSING) VANED RADIUS ELBOW (PROVIDE ALL SQUARE OR RECTANGULAR ELBOWS WITH TURNING VANES EVEN IF SYMBOL IS MISSING) ACOUSTICALLY LINED DUCT DUCT MOUNTED FIRE DAMPER AIR FLOW CFM s OOA AIR DEVICE TYPE (EX = Existing) TYP AIR DEVICE NECK SIZE THERMOSTAT / TEMPERATURE SENSOR HO HUMIDISTAT / HUMIDITY SENSOR A AIR DEVICE TYPE (EX = Existing) 18- �- DOOR GRILLE (18"x12" U.O.N.) AIR DEVICE SIZE 0H DOOR UNDERCUT (1" U.O.N.) FLEX DUCT ,� EXHAUST FAN 0 - 100 CFM = 6"0 101 - 160 CFM = 7"0 AIR DEVICES 161 - 201 - 200 325 CFM = CFM = 8"0 10"0 2-WAY AIR FLOW ® 4-WAY AIR FLOW 326 - 400 CFM = 12"0 401 - 640 CFM = 14"0 1-WAY AIR FLOW 3-WAY AIR FLOW 641 - 700 CFM = 16"0 DRAWING INDEX MOOD ABBREVIATIONS, LEGENDS AND GENERAL NOTES M101 MECHANICAL FIRST FLOOR PLAN M102 MECHANICAL SECOND FLOOR PLAN M103 MECHANICAL THIRD FLOOR PLAN M104 MECHANICAL ROOF PLAN M201 MECHANICAL APARTMENT ENLARGED PLANS M301 MECHANICAL SCHEDULES M401 MECHANICAL DETAILS M402 MECHANICAL DETAILS M403 MECHANICAL DETAILS BUILDING CODES THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) INCLUDING ALL APPLICABLE SECTIONS OF FBC BUILDING, MECHANICAL, PLUMBING, FUEL GAS, RESIDENTIAL, ENERGY CONSERVATION, TEST PROTOCOLS, ACCESSIBILITY, EXISTING BUILDING INCLUDING BUT NOT LIMITED TO THE FOLLOWING REFERENCED STANDARDS. ALL MECHANICAL WORK PERFORMED SHALL MEET THE APPLICABLE REQUIREMENTS OF THESE CODES AND REFERENCED STANDARDS: • FLORIDA FIRE PREVENTION CODE: FFPC 7th EDITION, 2020, INCLUDING THE FLORIDA EDITIONS OF NFPA 1 (FIRE CODE) AND NFPA 101 (LIFE SAFETY CODE) • NFPA-70 (NATIONAL ELECTRIC CODE, 2017 ED.) • NFPA 90A (STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION, 2021 ED.) • ASHRAE 62.1 (VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY, 2019 ED.) • SMACNA/ANSI (HVAC DUCT CONSTRUCTION STANDARDS, METAL & FLEXIBLE, 2005 3RD ED.) • SMACNA (FIBROUS GLASS DUCT CONSTRUCTION STANDARD, 2003 7TH ED.) • NAIMA AH116 (FIBERGLASS DUCT CONSTRUCTION STANDARDS, 2009 ED.) • MSS SP-58 (PIPE HANGERS AND SUPPORTS -MATERIALS DESIGN AND MANUFACTURE, SELECTION, APPLICATION AND INSTALLATION, 2009 ED.) MECHANICAL GENERAL NOTES 1. DUCT DIMENSIONS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE AIR PASSAGE DIMENSIONS. 2. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 8'-0'. 3. INSTALL ALL EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS. 4. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. 5. MOUNT ALL SPACE THERMOSTATS AND/OR SENSORS 4 FEET ABOVE THE FLOOR, UNLESS OTHERWISE NOTED. 6. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL CHARACTERISTICS OF MECHANICAL EQUIPMENT. 7. UNLESS OTHERWISE NOTED, INSTALL ALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO THE BOTTOM OF THE STRUCTURE. COORDINATE ELEVATION AND LOCATION WITH RAIN LEADERS, WATER PIPING, PLUMBING VENTS, AND MAJOR ELECTRICAL CONDUITS OR CABLE TRAY. 8. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 9. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS. 10. SUPPORT DUCTS PER SMACNA. 11. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE, SMACNA FGDCS & DCS, AND NFPA 90A. 12. ROUTE ALL DUCTWORK, PIPING, ACCESSORIES AS NECESSARY TO AVOID BUILDING STRUCTURE, COMPONENTS AND LIGHTING. COORDINATE ANY TRANSITIONS MADE TO DUCTWORK WITH MAXIMUM FAN PRESSURE DROP REQUIREMENTS FROM MANUFACTURER. ROUTE/SIZE ALL REFRIGERANT PIPING PER MANUFACTURER'S RECOMMENDATIONS. 13. ALL DIMENSIONS ARE APPROXIMATE. DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 14. ALL FINISHED WORK SHALL BE FREE OF DEFECTS WITH EXISTING SURFACES MAINTAINED IN THE SAME CONDITION AS ORIGINAL 15. ALL DEBRIS SHALL BE PROPERLY DISPOSED OF OFF SITE. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND DUCT PENETRATIONS. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL ACCESSORIES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE. 18. THE WORK INDICATED ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC AND IS INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF DUCTWORK AND EQUIPMENT, ETC. 19. THE ENGINEER HAS MADE AN EXTENSIVE EFFORT TO IDENTIFY ABOVE CEILING CONFLICTS. THE CONTRACTOR IS RESPONSIBLE TO CHECK FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 20. ALL ROOF ATTACHED EQUIPMENT AND APPURTENANCES INCLUDED IN THE SCOPE OF THIS PROJECT ARE REQUIRED TO BE SECURED TO THE UNDERLYING BUILDING STRUCTURE. THE FASTENING SYSTEMS SHALL BE INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT AS DETERMINED IN ACCORDANCE WITH THE CURRENT BUILDING CODE. 21. HVAC WORK CONSISTS OF PROVIDING AIR CONDITIONING SYSTEMS FOR A COMPLETE OPERATING SYSTEM AS INDICATED ON THE DRAWINGS. ALL WORK SHALL COMPLY WITH APPLICABLE CODES IN SPECIFICATIONS. IT IS THE INTENTION OF THE CONTRACT DRAWINGS AND SPECIFICATION TO CALL FOR COMPLETE, FINISHED WORK, TESTED, AND READY FOR OPERATION. 22. WHEN THE REMOVAL OF REFRIGERANT IS REQUIRED, A LICENSED AND CERTIFIED CONTRACTOR SHALL RECOVER REFRIGERANT IN ACCORDANCE WITH EPA REGULATIONS (AND SECTION 608 OF THE CLEAN AIR ACT (CAA)) AND DELIVER REFRIGERANT TO APPROVED RECLAMATION SITE OR RECOVER FOR USE IN OTHER SYSTEMS. ABBREVIATIONS AC AIR CONDITIONING EQUIP EQUIPMENT NIC NOT IN CONTRACT AD ACCESS DOOR EXIST EXISTING NO NORMALLY OPEN AFF ABOVE FINISHED FLOOR ESP EXTERNAL STATIC PRESSURE PD PRESSURE DROP AHU AIR HANDLING UNIT FCU FAN COIL UNIT PRESS PRESSURE AP ACCESS PANEL AD FLOOR DRAIN RA RETURN AIR BFF BELOW FINISHED FLOOR FL FLOOR BHP BRAKE HORSE POWER FM FACTORY MUTUAL RG REFRIGERANT BOT BOTTOM FPI FINS PER INCH RLA RUNNING LOAD AMPS BTUH BRITISH THERMAL UNIT FPF FINS PER FOOT RPM REVOLUTIONS PER MINUTE PER HOUR FPM FEET PER MINUTE RTU ROOF TOP UNIT CC COOLING COIL GSD FIRE/SMOKE DAMPER SD SMOKE DETECTOR CD CONDENSATE DRAIN NATURAL GAS SA SUPPLY AIR CFM CUBIC FEET PER MINUTE GPH GALLONS PER HOUR SP STATIC PRESSURE CLG CEILING GPM GALLONS PER MINUTE STRUCT STRUCTURAL CU CONDENSING UNIT H HUMIDITY SYS SYSTEM DB DRY BULB HC HEATING COIL T TEMPERATURE DG DOOR GRILLE HP HORSE POWER TSP TOTAL STATIC PRESSURE DP DEW POINT HVU HEATING AND VENTILATING UNIT TYP TYPICAL DX DIRECT EXPANSION KW KILOWATT UC UNDERCUT EA EXHAUST AIR LAT LEAVING AIR TEMPERATURE UG UNDERGROUND EAT ENTERING AIR TEMPERATURE LRA LOCKED ROTOR AMPS UL UNDERWRITERS LABORATORY EDH ELECTRIC DUCT HEATER LWT LEAVING WATER TEMPERATURE UON UNLESS OTHERWISE NOTED EER ENERGY EFFICIENCY RATIO MAX MAXIMUM UV UNIT VENTILATOR EF EXHAUST FAN MIN MINIMUM VD VOLUME DAMPER EL ELEVATION NC NORMALLY CLOSED WB WET BULB t--- ----------t PIPING PIPING TO BE REMOVED EXISTING PIPING TO REMAIN REFRIGERANT PIPING DOMESTIC WATER GATE VALVE GLOBE VALVE CHECK VALVE BALL VALVE BUTTERFLY VALVE PRESSURE REDUCING VALVE SAFETY OR PRESSURE RELIEF VALVE VALVE IN RISER DIRECTION OF FLOW REDUCER OR INCREASER ECCENTRIC REDUCER TOP CONNECTION, 45 OR 90 DEG. BOTTOM CONNECTION, 45 OR 90 DEG. SIDE CONNECTION CAPPED OUTLET DROP IN PIPING RISE IN PIPING SPECIFICATIONS 1.0 BASIC MATERIAL AND METHODS 1.1 SCOPE OF WORK PROVIDE LABOR AND MATERIALS AS REQUIRED TO PROVIDE A FULLY FUNCTIONING AND COMPLETE SYSTEM AS INDICATED ON DRAWINGS. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT SHALL BE FIELD DETERMINED. ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION OF BIDS. 1.2 GENERAL AND SPECIAL CONDITIONS AND WARRANTY ALL DIVISION 1 SPECIFICATIONS AND ARCHITECTURAL GENERAL AND SPECIAL CONDITIONS OUTLINED IN THE CONTRACT DOCUMENTS APPLY TO MECHANICAL SYSTEMS. ADDITIONALLY, WORK SHALL COMPLY WITH THE CURRENT FLORIDA BUILDING CODE WITH THE SUPPLEMENTS, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL ELECTRICAL CODE. ALL EQUIPMENT SHALL CARRY THE UNDERWRITER'S LABORATORIES (UL) SEAL WHERE APPLICABLE. CONTRACTOR SHALL PROVIDE A ONE-YEAR PARTS AND LABOR WARRANTY ON ALL EQUIPMENT PROVIDED ON THIS PROJECT. WARRANTY SHALL START ON THE DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL PURCHASE MANUFACTURER'S WARRANTY FOR ALL REFRIGERATION EQUIPMENT. 1.3 QUALITY CONTROL UNLESS OTHERWISE NOTED, PROVIDE NEW MATERIALS FREE OF DEFECTS, WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED PROVIDE MATERIALS OF AN ACCEPTED STANDARD WEIGHT AND GRADE ACCORDING TO CODE AND GOVERNING STANDARDS BY ASHRAE, SMACNA, NFPA AND UL INSTALL ALL EQUIPMENT, PIPING, DUCTWORK AND CONTROLS IN ACCORDANCE WITH CODES, GOVERNING STANDARDS, AND MANUFACTURER'S RECOMMENDATIONS. FIRE PERFORMANCE CHARACTERISTICS OF INSTALLED MATERIALS SHALL BE RATED IN ACCORDANCE WITH ASTM E84. MAXIMUM SMOKE DEVELOPED RATING SHALL BE 50. SUPPLIED EQUIPMENT SHALL BE AS SCHEDULED OR OWNER APPROVED EQUAL IN QUALITY AND PERFORMANCE. 1.4 COORDINATION COORDINATE ALL WORK FOR PROPER LOCATION, POWER, AND UTILITY REQUIREMENTS. SCHEDULE INSTALLATIONS TO AVOID CONFLICT AMONG TRADES. ADDITIONS TO THE CONTRACT FOR COORDINATION AMONG TRADES WILL NOT BE ALLOWED. 1.5 PENETRATIONS. CUTTING AND PATCHING SEAL ALL PIPING AND DUCT PENETRATIONS OF WALLS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. FLASH ALL ROOF AND WALL PENETRATIONS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS. PROVIDE FIRE DAMPERS AT ALL RATED PENETRATIONS. 1.6 HANGERS AND SUPPORTS PROVIDE HANGERS AND SUPPORTS FOR ALL PIPING, DUCTWORK AND EQUIPMENT IN ACCORDANCE WITH SMACNA, MSS, ASME AND ASHRAE STANDARDS. SUPPORT ALL ITEMS FROM INTEGRAL BUILDING STRUCTURAL MEMBERS. DO NOT HANG ITEMS FROM ROOF DECKING. 1.7 ELECTRICAL WORK THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL STARTERS, CONTACTORS, RELAYS, CONTROLS AND ACCESSORIES NECESSARY TO PROVIDE A COMPLETE POWER AND CONTROL WORKING SYSTEM FOR THE EQUIPMENT FURNISHED HEREIN. IT IS THE INTENT THAT THE ELECTRICAL SUBCONTRACTOR WILL FURNISH ALL DISCONNECT SWITCHES, CONDUIT & WIRING FOR THE EQUIPMENT FURNISHED HEREIN. 2.0 CONDENSATE AND REFRIGERANT PIPING CONDENSATE PIPES SHALL BE SCH-40 PVC WITH SOLVENT WELDS, SUPPORTED TO BUILDING. PROVIDE CONDENSATE PUMPS IF REQUIRED TO MAINTAIN A PITCH OF 1/8" PER FOOT. REFRIGERANT PIPING SHALL BE TYPE "L" COPPER PIPE. PIPING SHALL BE INSULATED WITH 3/4" THICK ARMAFLEX INSULATION SUITABLE FOR RETURN AIR PLENUMS. ALL ROOF PIPING SHALL BE SECURED TO THE DECK AND DRAIN PIPING CONNECTED INTO A ROOF DRAIN OR GUTTER. PROVIDE P-TRAPS AT UNIT. 3.0 SHEET METAL MATERIALS (FOR COMMON SPACE UNITS ONLY - AHU-1. AHU-2, AHU-3 AND RTU-1 ONLY) A. SHEET METAL, GENERAL- PROVIDE SHEET METAL IN THICKNESSES INDICATED, PACKAGED AND MARKED AS SPECIFIED IN ASTM A 700. B. GALVANIZED SHEET STEEL- LOCK -FORMING QUALITY, ASTM A 527, COATING DESIGNATION G 90. PROVIDE MILL PHOSPHATIZED FINISH FOR EXPOSED SURFACES OF DUCTS EXPOSED TO VIEW. C. REINFORCEMENT SHAPES AND PLATES: UNLESS OTHERWISE INDICATED, PROVIDE GALVANIZED STEEL REINFORCING WHERE INSTALLED ON GALVANIZED SHEET METAL DUCTS. FOR ALUMINUM AND STAINLESS STEEL DUCTS PROVIDE REINFORCING OF COMPATIBLE MATERIALS. D. TIE RODS: GALVANIZED STEEL 1/4-INCH MINIMUM DIAMETER FOR 36-INCH LENGTH OR LESS; 3/8-INCH MINIMUM DIAMETER FOR LENGTHS LONGER THAN 36 INCHES. 3.01 SEALING MATERIALS A. JOINT AND SEAM SEALANT- LOW VOC, ONE -PART, NON -SAG, SOLVENT -RELEASE -CURING, POLYMERIZED BUM SEALANT COMPLYING WITH FSTT-S-001657, TYPE I; FORMULATED WITH A MINIMUM OF 75% SOLIDS AND SQAMD RULE 1168. IRON -GRIP 601 OR APPROVED EQUAL (75 G/L (LESS WATER) VOC CONTENT). B. FLANGED JOINT MASTICS: ONE -PART, ACID -CURING, SILICONE ELASTOMERIC JOINT SEALANTS, COMPLYING WITH ASTM C 920, TYPE S, GRADE NS, CLASS 25, USE 0. 3.02 FIRE -STOPPING A. FIRE-RESISTANT SEALANT: PROVIDE ONE -PART ELASTOMERIC SEALANT FORMULATED FOR USE IN A THROUGH -PENETRATION FIRE -STOP SYSTEM FOR FILLING OPENINGS AROUND DUCT PENETRATIONS THROUGH WALLS AND FLOORS, HAVING FIRE -RESISTANCE RATINGS INDICATED AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES PER ASTM E 814 BY UNDERWRITERS LABORATORY, INC. OR OTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. B. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 1. 'DOW CORNING FIRE STOP SEALANT"; DOW CORNING CORP. 2. "3M FIRE BARRIER CAULK CP-25"; ELECTRICAL PRODUCTS DIV./3M. 3. "RTV 7403"; GENERAL ELECTRIC CO. 4. "FYRE PUTTY"; STANDARD OIL ENGINEERED MATERIALS CO. 3.03 HANGERS AND SUPPORTS A. BUILDING ATTACHMENTS: CONCRETE INSERTS, POWDER ACTUATED FASTENERS, OR STRUCTURAL STEEL FASTENERS APPROPRIATE FOR BUILDING MATERIALS. DO NOT USE POWDER ACTUATED CONCRETE FASTENERS FOR LIGHTWEIGHT AGGREGATE CONCRETES OR FOR SLABS LESS THAN 4 INCHES THICK. B. HANGERS: GALVANIZED SHEET STEEL OR ROUND, STEEL THREADED ROD. 1. HANGERS INSTALLED IN CORROSIVE ATMOSPHERES: ELECTRO_GALVANIZED, ALL -THREAD ROD OR HOT -DIPPED -GALVANIZED RODS WITH THREADS PAINTED AFTER INSTALLATION. 2. STRAPS AND ROD SIZES: CONFORM WITH TABLE 4_1 IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS, 1985 EDITION, FOR SHEET STEEL WIDTH AND GAGE AND STEEL ROD DIAMETERS. C. DUCT ATTACHMENTS: SHEET METAL SCREWS, BLIND RIVETS, OR SELF TAPPING METAL SCREWS; COMPATIBLE WITH DUCT MATERIALS. D. TRAPEZE AND RISER SUPPORTS: STEEL SHAPES CONFORMING TO ASTM A 36. 1. WHERE GALVANIZED STEEL DUCTS ARE INSTALLED, PROVIDE HOT -DIPPED- GALVANIZED STEEL SHAPES AND PLATES. 3.04 RECTANGULAR DUCT FABRICATION A. GENERAL: EXCEPT AS OTHERWISE INDICATED, FABRICATE RECTANGULAR DUCTS WITH GALVANIZED SHEET STEEL IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS," TABLES 1_3 THROUGH 1_19, INCLUDING THEIR ASSOCIATED DETAILS. CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT TYPES AND INTERVALS. 1. FABRICATE RECTANGULAR DUCTS IN LENGTHS APPROPRIATE TO REINFORCEMENT AND RIGIDITY CLASS REQUIRED FOR PRESSURE CLASSIFICATION. 2. PROVIDE MATERIALS THAT ARE FREE FROM VISUAL IMPERFECTIONS SUCH AS PITTING, SEAM MARKS, ROLLER MARKS, STAINS, AND DISCOLORATION& B. STATIC PRESSURE CLASSIFICATIONS: EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: 1. SUPPLY DUCTS: 3 INCHES WATER GAGE. 2. RETURN DUCTS: 2 INCHES WATER GAGE, NEGATIVE PRESSURE. 3. EXHAUST DUCTS: 2 INCHES WATER GAGE, NEGATIVE PRESSURE. NOTE: 3.05 RECTANGULAR DUCT FITTINGS A. FABRICATE ELBOWS, TRANSITIONS, OFFSETS, BRANCH CONNECTIONS, AND OTHER DUCT CONSTRUCTION IN ACCORDANCE WITH SMACNA "HVAC METAL DUCT CONSTRUCTION STANDARD," 1985 EDITION, FIGURES 2_1 THROUGH 2_10. 3.1 FIBERGLASS AIR DUCTS (TO BE USED FOR APARTMENT UNITS ONLY) 1' THICK RIGID FIBERGLASS DUCTS (OWENS CORNING ENDURAGOLD) WITH INTERIOR ACRYLIC COATING, CONFORMING TO SMACNA FGSDCS GUIDELINES. BONDED WITH THERMOSETTING RESIN, FIRE-RESISTANT, REINFORCED, FOIL -SCRIM KRAFT PAPER FACE, R VALUE = 4.2. UL-181, UL CLOSURE, 0 LABEL ON FACE. VAPOR BARRIER WITH 0.02 PERMEANCE. NOISE REDUCTION OF 0.65 MIN COEFFICIENT. 250'F RATED. CLOSURE SHALL BE WITH PRESSURE SENSITIVE TAPE, PLASTIC STRAPS AND GASKETING CONFORMING TO ENERGY CODE. (OWENS CORNING ENDURACOAT OR EQUAL). DUCTWORK INSTALLED ABOVE ROOF INSULATION SHALL BE 1.5" THICK WITH AN R-VALUE OF 6 (MINIMUM). PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS AS SHOWN. ALL SMOKE DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE, ETC. WITH ELECTRICAL CONTRACTOR AND ARE ALARM SYSTEM, BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT AREA. RIGID ROUND DUCT A. DESCRIPTION: RIGID, CYLINDRICALLY MOLDED SECTIONS OF FIBER GLASS DUCT BOARD. B. THICKNESS: 1 INCH. C. END TREATMENT, FACTORY -MOLDED ROUND DUCT: PREMOLDED, HIGH -DENSITY, SUP JOINT. FACING EXTENDS ON END WITH EXTERNAL PORTION OF JOINT TO FORM STAPLING TAB. 3.2 FLEXIBLE DUCTS A. GENERAL: COMPLY WITH UL 181, CLASS 1. B. FLEXIBLE DUCTS - INSULATED: FACTORY -FABRICATED, INSULATED, ROUND DUCT, WITH AN OUTER JACKET ENCLOSING GLASS FIBER (1" THICK IN CONDITIONED AREAS, 1-1/2' THICK IN NON -CONDITIONED SPACES) INSULATION AROUND A CONTINUOUS INNER LINER. 1. REINFORCEMENT- STEEL -WIRE HELIX ENCAPSULATED IN THE INNER LINER. 2. OUTER JACKET: GLASS -REINFORCED, SILVER MYLAR WITH A CONTINUOUS HANGING TAB, INTEGRAL FIBER GLASS TAPE, AND NYLON HANGING CORD. 3. INNER LINER: POLYETHYLENE FILM. 3.3 FLEXIBLE CONNECTIONS PROVIDE FLEXIBLE CONNECTIONS AT ALL EQUIPMENT CONNECTIONS. SHALL BE INSTALLED WITH A MINIMUM CLEARANCE TO THE APPLIANCE AS SPECIFIED IN THE APPLIANCE'S INSTALLATION INSTRUCTIONS. 3.4 AIR DUCTS - EXHAUST AIR SMACNA LOW PRESSURE CLASS GALVANIZED SHEET METAL DUCT SYSTEM WITH LOCK FORMING QUALITY. (SNAP -LOCK IS OK) 3.5 REINFORCEMENT A. CHANNEL REINFORCEMENT: GALVANIZED -STEEL CHANNELS FABRICATED FROM ASTM A 527 AND HAVING G 60 OR G 90 ZINC COATING WEIGHT. REFER T0 FGDCS FOR CHANNEL SIZES AND SPACING. B. TIE RODS REINFORCEMENT: 12-GAGE, GALVANIZED -STEEL WIRE, LENGTH TO SUIT TERMINATION METHOD. REFER TO FGDCS FOR ROD SIZES AND SPACING. C. REINFORCING ROD WASHERS: 2-1/2 INCHES SQUARE BY 0.028 INCHES THICK MINIMUM OR 0.020 INCHES THICK TO SUIT TERMINATION METHOD, GALVANIZED -STEEL WASHER WITH TURNED EDGES. D. INSTALL ANTI -SAG DEVICES IN DUCTS 48 INCHES WIDE AND LARGER. E. FOR NEGATIVE PRESSURE DUCTS, FASTEN REINFORCING CHANNELS THROUGH DUCTS TO 2-INCH, BY 6-INCH, BY 20-GAGE GALVANIZED -STEEL CUPS AT TRANSVERSE JOINTS AND 2-1/2-INCH-SQUARE GALVANIZED -STEEL WASHERS AT INTERMEDIATE REINFORCEMENT. REFER TO SCHEDULES IN THE FGDCS FOR QUANTITIES. 3.6 CLOSURE A. MATERIALS: SELECT ONE OF THE FOLLOWING CLOSURE MATERIALS AS RECOMMENDED BY THE FIBROUS GLASS DUCT MANUFACTURER: 1. PRESSURE -SENSITIVE TAPE: A MINIMUM OF 2-1/2 INCHES WIDE, FIBER GLASS -REINFORCED, ALUMINUM FOIL TAPE COMPLYING WITH UL STANDARD 181A, PART P, AND IMPRINTED WITH THE REQUIRED INFORMATION. 2. HEAT -ACTIVATED TAPE: A MINIMUM OF 2-1/2 INCHES WIDE, FIBER GLASS -REINFORCED, FOIL/SCRIM TAPE COMPLYING WITH UL STANDARD 181A, PART H, AND IMPRINTED WITH THE REQUIRED INFORMATION. 3. MASTIC AND GLASS FABRIC: A MINIMUM OF 3 INCHES WIDE, GLASS FABRIC AND DUCT MANUFACTURER'S RECOMMENDED MASTIC THAT COMPLIES WITH UL STANDARD 181. 3.7 HANGING AND SUPPORTING A. INSTALL UPPER ATTACHMENTS TO STRUCTURES WITH AN ALLOWABLE LOAD NOT EXCEEDING 1/4 OF THE FAILURE (PROOF TEST) LOAD. B. INSTALL CONCRETE INSERT BEFORE PLACING CONCRETE. C. INSTALL POWDER -ACTUATED CONCRETE FASTENERS AFTER CONCRETE IS PLACED AND COMPLETELY CURED. D. DUCT ATTACHMENT: SUPPORT HORIZONTAL DUCTS WITH TRAPEZE -TYPE HANGERS. E. HANGER: SUSPEND DUCT ATTACHMENT FROM BUILDING ATTACHMENT WITH 1 OF THE FOLLOWING HANGER TYPES: 1. GALVANIZED -SHEET METAL STRIP, A MINIMUM OF 22 GAGE BY 1 INCH WIDE. 2. GALVANIZED -STEEL ROD, 1/4 INCH DIAMETER, THREADED ITS ENTIRE LENGTH. 3. GALVANIZED -STEEL WIRE, 12 GAGE MINIMUM. F. ATTACH HANGERS TO JOINT AND REINFORCEMENT CHANNELS THAT OCCUR WITHIN THE REQUIRED HANGER SPACING. ATTACH HANGERS TO TRANSMIT LOAD TO THE SIDES AND BOTTOM CHANNELS AND NO MORE THAN 6 INCHES FROM SIDES OF DUCT. G. SUPPORT EQUIPMENT AND METAL DUCT COMPONENTS AND ACCESSORIES INDEPENDENT FROM DUCT. H. SUPPORT TERMINAL COMPONENTS SEPARATELY. I. INSTALL SHEET -METAL SLEEVE TO SUPPORT DAMPERS. EXTEND SLEEVE FOR MOTORIZED DAMPERS TO SUPPORT OPERATOR. 4.0 AIR DEVICES PROVIDE AIR DEVICES AS PER AIR DEVICE SCHEDULE. SUBSTITUTIONS MAY BE SUBMITTED FOR PRIOR APPROVAL 4.1 INSULATION INSULATE ALL GALVANIZED STEEL SUPPLY AND RETURN AIR DUCTWORK. EXHAUST DUCTS SHALL NOT BE INSULATED, EXCEPT INTERNALLY LINED WITH INSULATION 10 FEET OF DUCTWORK ATTACHED TO AND INCLUDING THE DISCHARGE PLENUMS AT EXHAUST LOUVERS FOR NOISE CONSIDERATIONS. INSULATE OUTSIDE AIR INTAKE DUCTS TO OUTSIDE AIR OPENING. DUCT WRAP SHALL BE SPECIFICALLY DESIGNED FOR WRAPPING HEATING AND AIR CONDITIONING DUCTWORK AND INCLUDE 2" OVERLAP FACING TAB TO PROVIDE FOR CONTINUOUS VAPOR SEAL DUCT WRAP SHALL BE 2" THICK, 1.5 LB. DENSITY, FOIL-SCRIM_KRAFT LAMINATED VAPOR BARRIER FACING, MINIMUM INSTALLED R_VALUE EQUAL TO 6.4, AND A MAXIMUM FLAME SPREAD/SMOKE DEVELOPMENT RATING OF 25/50 PER ASTM E84. INSULATE HVAC PLENUMS AND UNIT HOUSINGS NOT PRE -INSULATED AT FACTORY OR LINED WITH 2" THICK DUCT WRAP. INSULATE ALL EXPOSED METAL SURFACES ON BACK OF CEILING DIFFUSERS WITH 1" THICK FIBERGLASS WITH VAPOR BARRIER. 5.0 TESTING, ADJUSTING AND BALANCING TEST AND BALANCE SHALL BE PROVIDED PRIOR TO FINAL MECHANICAL INSPECTION BY AN INDEPENDENT COMPANY SPECIALIZING IN THE TESTING AND BALANCING OF HVAC SYSTEMS AS SUBCONTRACTOR TO THE HVAC CONTRACTOR, GENERAL CONTRACTOR, OR OWNER. THE TEST AND BALANCE CONTRACTOR SHALL BE A MEMBER OF EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). THE MECHANICAL CONTRACTOR SHALL HAVE ALL SYSTEMS FULLY INSTALLED AND OPERATIONAL WITH CLEAN FILTERS PRIOR T% T&B. 6.0 BSU MfRALS PROVIDE MANUFACTURERS DATA, PERFORMANCE DATA, ELECTRICAL DATA, DIMENSIONAL DATA AND CLEARANCES, CONNECTION DATA, COLOR SAMPLES (IF REQUIRED) AND TEST DATA FOR A/C EQUIPMENT, CONTROLS, EXHAUST FANS AND DIFFUSER/GRILLES. SHOP DRAWINGS AND 0&M MANUALS MUST BE SUBMITTED AND APPROVED PRIOR TO ORDERING EQUIPMENT. ENGINEER WILL REQUIRE 10 WORKING DAYS TO REVIEW DRAWINGS. THESE ARE STANDARD SYMBOLS AND ORAL NOTES AND MAY NOT ALL APPEAR ON THE PROJECT DRAWING HOWEVER WHEREVER THE SYMBOL APPEARS ON THE PROJECT DRAWINGS, THE ITEM SHALL BE PROVIDED AND INSTALLED. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFW BARCHITECTS.COM W W W.FW BARC HITECTS.COM PH. 863.688.1211 CCOPYRIGHF202, FURR, WEGMAN & BANKS ARCHRECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC�WRIREi PERANSSION. �p��• ��C E NsF•F�U,O * No. 86539 STATE 5F SCOTT bERTi NIl8bN, P.E. FL. UC. 86539 EXP. 02-28-2023 i4m oo w: I °°jam Q I Mmv �t Ir,lu, <.: F lV �=CM� N"._.. y cc �Zxv z J z O w w x z O a U U) w 0 z O U) w w Q 0 aCN 0 --t to CO ti N 0 N U ti W N F- a0 O w Z Q J � W Z w Z H Q z U W Z O Q 0 z z O > J_ U J5 Z) �- m zZ � o Q U)W m U LL F- - Z O �U O Z J r W o= W 0 > - a) J U)Q CID N a PROJ MGR: CKD BY: MUM SN JOB NUMBER: 21-19 SHEET NUMBER: moo 0 Z:\Furr Wegman & Banks Architects\211036 - HeaRhier Stay Pasco Dormitory\Design\211036 MOOO.dwg, August 27, 2021 4:03 PM, SHAWN JEFFREY, REQUIRED SPACE FOR OTHER TRADES AND SYSTEMS 24xi8© iiii XL F I 1404 I I /III ;x:11I 11412A ENLARGED MECH/ELEC ROOM _ SCALE: 1 /4"=1'-O" MECHANICAL FIRST FLOOR PLAN N hk SCALE: 1/8"=1'-0" SYSTEM SUMMARY HVAC DESIGN PARAMETERS CITY SUMMER DESIGN OUTDOOR SUMMER DESIGN INDOOR WINTER DESIGN OUTDOOR WINTER DESIGN INDOOR TAMPA, FL 93.4'F/76.4'F 75-F / 50%RH 29.6'F 707 BUILDING U-VALUE GLASS U-VALUE SYSTEM VENTILATION RATE AS PER ASHRAE 62.1-2013 FILTRATION CRITERIA ASHRAE 52.2 ROOF = 0.0526 WALL = 0.0976 GLASS = 0.50 SC = 0.35 AHU-1 5 CFM/PERSON & 0.06 CFM/SQ.FT. (MULTI -PURPOSE) 2"-MERV-11 AHU-2 5 CFM/PERSON & 0.06 CFM/SQ.FT. (MULTI -PURPOSE) 2"-MERV-11 5 CFM PERSON & 0.06 CFM SQ.FT. (LOBBY) N & CFM/SQ.FT. 5 CFM/PERSO(LOUNGE) 5 CFM/PERSON & 0.06 CFM/SQ.FT. (MULTI -PURPOSE) 0.06 CFM/SQ.FT. CORRIDOR [RTU- T 0.06 CFM SQ.FT. (CORRIDOR) 2"-MERV-11 SYSTEM OCCUPANCY SYSTEM # OF PEOPLE FLOOR AREA (SQ. FT.) OUTSIDE AIR (CFM) TYPE OF OCCUPANCY AHU-1 16 330 100 MULTI -PURPOSE AHU-2 21 420 140 MULTI -PURPOSE AHU-3 47 3,355 440 LOBBY, LOUNGE, MULTI -PURPOSE, CORRIDOR RTU-1 0 2,920 180 2ND/3RD FLOOR CORRIDORS GENERAL NOTES A. UNLESS OTHERWISE NOTED, ALL DUCTWORK TO BE MOUNTED AS TIGHT TO FLOOR DECKIJABOVETO CREATE WORKABLE SPACE FOR ALL TRADES IN SOFFIT AREAS. B. CONDENSING UNITS SERVED AIR HANDLERS IN THE FIRST FLOOR SHALL BE MOUNTED ATLEVEL AND CONDENSING UNITS SERVING AIR HANDLERS ON THE SECOND AND THIRD FLO BE MOUNTED ON THE ROOF. KEY NOTES: (D CONTRACTOR SHALL INSTALL NEW CONDENSING UNITS AS SCHEDULED ON DRAWING M301 ON 4" CONCRETE PADS 4" LARGER THAN THE FOOTPRINT OF THE UNITS. CONTRACTOR SHALL PROVIDE STAND IF REQUIRED FOR LEVEL INSTALLATION. O CONTRACTOR SHALL ROUTE NEW REFRIGERANT PIPING IN PVC PIPING UNDERGROUND AND TURN UP IN MECHANICAL ROOM TO FEED AIR HANDLER LOCATED IN NEW ROOM. CONTRACTOR SHALL PROVIDE SEAL PVC PIPING WATER TIGHT AT GRADE LEVEL REFER TO CONDENSING UNIT MOUNTING DETAIL ON DRAWING M403 FOR CLARIFICATION. O CONTRACTOR SHALL INSTALL NEW AIR HANDLER AS SCHEDULED ON DRAWING M301 MOUNTED IN A VERTICAL POSITION ON TOP OF A INSULATED GALVANIZED SHEET METAL PLENUM STAND DEEP ENOUGH FOR RETURN AIR DUCTWORK TO TIE INTO AS SHOWN ON THE PLANS. CONTRACTOR SHALL ROUTE 1" CONDENSATE DRAIN PIPING FROM UNIT WITH PROPER P-TRAP TO FLOOR DRAIN LOCATED IN THE CENTER OF THE MECHANICAL ROOM. DESIGN NOTE: UNIT NOMENCLATURE AND LOCATIONS SHOWN FOR REFERENCE ONLY. REFER TO ENLARGED FLOOR PLAN FOR DETAILED APARTMENT STYLE DESIGNS ON THE FOLLOWING PAGES: APARTMENT 1 BEDROOM ON DRAWING M201 APARTMENT 2 BEDROOM ON DRAWING M201 APARTMENT R/A ROOM ON DRAWING M201 Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFW BARCHITECTS.COM WW W.FWBARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2021 PURR, WEGMAN & BANKS AROVECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEOMAN & BANKS ARCHRECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWNG IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. 44M"T; FMYED. ROBER ••��C E N SF•Fl`r0 ; rjp `* No.86539 */= E OIF T� l A SCOTY'ROEERiT, W&N, P.E. FL. UC. 86539 EXP. 02-28-2023 U b w ' _ VIZ_' M by O am vM~dam$. H S J z 0 r w w _ 'U)'^ vJ 1 z 0 F_ a - of U U) w 0 z 0 w w 0 a - N M U) N O N ti N 0 0 H z J Z O O 0 0 ILL z Z O J J U J LL (D ~ J 0 UzZ �w � o M U z �LL o O (6 f—zJ o U Bp Q � `�'� ui U) w Wa �Q two N = a. PROJ MGR: CKD BY: MC/DB SN JOB NUMBER: 21-19 SHEET NUMBER: M101 Z:\Furr Wag man & Banks Arch itects\211036 - Healthier Stay Pasco Dormitory\Design\211036 M101 - Ml04.dwg, August 27, 2021 4:04 PM, SHAWN JEFFREY, MECHANICAL SECOND FLOOR PLAN SCALE: 1/8"=1'-O" DESIGN NOTE: UNIT NOMENCLATURE AND LOCATIONS SHOWN FOR REFERENCE ONLY. REFER TO ENLARGED FLOOR PLAN FOR DETAILED APARTMENT STYLE DESIGNS ON THE FOLLOWING PAGES: APARTMENT 1 BEDROOM ON DRAWING M201 APARTMENT 2 BEDROOM ON DRAWING M201 APARTMENT R/A ROOM ON DRAWING M201 GENERAL NOTES A. UNLESS OTHERWISE NOTED, ALL DUCTWORK TO BE MOUNTED AS TIGHT TO FLOOR DECKING ABOVE TO CREATE WORKABLE SPACE FOR ALL TRADES IN SOFFIT AREAS. B. CONDENSING UNITS SERVED AIR HANDLERS IN THE FIRST FLOOR SHALL- BE MOUNTED AT GROUND LEVEL AND CONDENSING UNITS SERVING AIR HANDLERS ON THE SECOND AND THIRD FLOORS SHALL BE MOUNTED ON THE ROOF. KEY NOTES: O CONTRACTOR SHALL INSTALL NEW CONDENSING UNITS AS SCHEDULED ON DRAWING M301 ON 4" CONCRETE PADS 4" LARGER THAN THE FOOTPRINT OF THE UNITS. CONTRACTOR SHALL PROVIDE STAND IF REQUIRED FOR LEVEL INSTALLATION. O CONTRACTOR SHALL ROUTE NEW REFRIGERANT PIPING IN PVC PIPING UNDERGROUND AND TURN UP IN MECHANICAL ROOM TO FEED AIR HANDLER LOCATED IN NEW ROOM. CONTRACTOR SHALL PROVIDE SEAL PVC PIPING WATER TIGHT AT GRADE LEVEL REFER TO CONDENSING UNIT MOUNTING DETAIL ON DRAWING M403 FOR CLARIFICATION. 3U CONTRACTOR SHALL INSTALL NEW AIR HANDLER AS SCHEDULED ON DRAWING M301 MOUNTED IN A VERTICAL POSITION ON TOP OF A INSULATED GALVANIZED SHEET METAL PLENUM STAND DEEP ENOUGH FOR RETURN AIR DUCTWORK TO TIE INTO AS SHOWN ON THE PLANS. CONTRACTOR SHALL ROUTE 1" CONDENSATE DRAIN PIPING FROM UNIT WITH PROPER P-TRAP TO FLOOR DRAIN LOCATED IN THE CENTER OF THE MECHANICAL ROOM. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FWBARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR, WEGMAN S BANKS ARCWECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN 6 BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. A \\ �pBE R •'�, ; r * No. 86539 'O I T uTiONA Q��I SCOTT WOBERT NELS61, P.E. FL. L IC. 86539 EXP. 02-28-2023 U _ _ > ....:: _ N v ' _ Sim- m c i 2-0in mW t I &.,mzo WIN k "" +•C MH dt� a J z 0 F_ LU W 0) _ 1- 1 z 0 a it 0 W z 0 w LU Q N O N ti N 00 O W Q Z J a - Of O O w J � LL Z Z 0 0 Up o W J� j o0 F_ J H Q zZ O U �W M Z � � �� o (60 2 2 0- U m Q ui W `� � � �uQc(o N d PROJ MGR: CKD BY: MC/DB SN JOB NUMBER: 21-19 SHEET NUMBER: M102 Z:\FurrWegman 8 Banks Architects\211036 -Healthier Stay Pasco Dormkory\Design\211036 M701 - M104.dwg, August 27, 2021 4:04 PM, SHAWN JEFFREY, MECHANICAL THIRD FLOOR PLAN SCALE: 1 /8"=1'-0" DESIGN NOTE: UNIT NOMENCLATURE AND LOCATIONS SHOWN FOR REFERENCE ONLY. REFER TO ENLARGED FLOOR PLAN FOR DETAILED APARTMENT STYLE DESIGNS ON THE FOLLOWING PAGES: APARTMENT 1 BEDROOM ON DRAWING M201 APARTMENT 2 BEDROOM ON DRAWING M201 APARTMENT R/A ROOM ON DRAWING M201 GENERAL NOTES A. UNLESS OTHERWISE NOTED, ALL DUCTWORK TO BE MOUNTED AS TIGHT TO FLOOR DECKING ABOVE TO CREATE WORKABLE SPACE FOR ALL TRADES IN SOFFIT AREAS. B. CONDENSING UNITS SERVED AIR HANDLERS IN THE FIRST FLOOR SHALL BE MOUNTED AT GROUND LEVEL AND CONDENSING UNITS SERVING AIR HANDLERS ON THE SECOND AND THIRD FLOORS SHALL BE MOUNTED ON THE ROOF. KEY NOTES: O CONTRACTOR SHALL INSTALL NEW CONDENSING UNITS AS SCHEDULED ON DRAWING M301 ON 4" CONCRETE PADS 4" LARGER THAN THE FOOTPRINT OF THE UNITS. CONTRACTOR SHALL PROVIDE STAND IF REQUIRED FOR LEVEL INSTALLATION. 2J CONTRACTOR SHALL ROUTE NEW REFRIGERANT PIPING IN PVC PIPING UNDERGROUND AND TURN UP IN MECHANICAL ROOM TO FEED AIR HANDLER LOCATED IN NEW ROOM. CONTRACTOR SHALL PROVIDE SEAL PVC PIPING WATER TIGHT AT GRADE LEVEL REFER TO CONDENSING UNIT MOUNTING DETAIL ON DRAWING M403 FOR CLARIFICATION. 30 CONTRACTOR SHALL INSTALL NEW AIR HANDLER AS SCHEDULED ON DRAWING M301 MOUNTED IN A VERTICAL POSITION ON TOP OF A INSULATED GALVANIZED SHEET METAL PLENUM STAND DEEP ENOUGH FOR RETURN AIR DUCTWORK TO TIE INTO AS SHOWN ON THE PLANS. CONTRACTOR SHALL ROUTE 1" CONDENSATE DRAIN PIPING FROM UNIT WITH PROPER P-TRAP TO FLOOR DRAIN LOCATED IN THE CENTER OF THE MECHANICAL ROOM. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: IN FOQFW BARCHITECTS.COM W W W.FWBARCHITECTS.COM PH. 863.688.1211 ®COPYRIGHT 2U21 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORED WITHO= WW IT N PERMISSION. �o...... im�� E N Sf ••' �, V• �= No. 86539 �IYPEOF .�_ NA��`��`�� SCOTT ObbERTIINELtbN, P.E. FL. LIC. 86539 EXP. 02-28-2023 z�0 m � Z.�M�ml { <Y� IX GNN� " m Wy,JoCO 0 W �•- ' C�f�a Wv _ 0 z _ z 0 w w Ln _ I z 0 a. U w 0 z 0 w w Q 0 ar N M '-T EP) CO t-- N 0 N ti N O Li Q Z J ClIf H 0 z w 0 LL. o Z p z U� = JJ 0 m � Q Z�— z U �Z � o Z �` 8-0 (d o o _ _ Of o= () m Q 2 w G U) Q (00 N d PROJ MGR: CKD BY: MC/DB SN JOB NUMBER: 21-19 SHEET NUMBER: M103 Z:\FurrWegman & Banks Archhects\211036 - Healthier Stay Pasco Dormitory\Design\211036 M101 - M104.dwg, August 27, 2021 4:05 PM, SHAWN JEFFREY, MECHANICAL ROOF PLAN GENERAL NOTES: A. PROVIDE REFRIGERANT PIPING CLAMPS AND SUPPORTS EVERY 6'-0". B. REFRIGERANT PIPING TO BE INSULATED AND WRAPPED WITH ALUMINUM JACKET. C. CONDENSING UNITS SERVED AIR HANDLERS IN THE FIRST FLOOR SHALL BE MOUNTED AT GROUND LEVEL AND CONDENSING UNITS SERVING AIR HANDLERS ON THE SECOND AND THIRD FLOORS SHALL BE MOUNTED ON THE ROOF. KEY NOTES 01 INSTALL NEW PACKAGED DX ROOFTOP UNIT (RTU-1) AS SCHEDULED ON DRAWING M301 ON MANUFACTURER PROVIDED ROOF CURB AND ROUTE NEW 1-1/2" CONDENSATE DRAIN LINE TO NEAREST GUTTER. Q2 CONTRACTOR SHALL INSTALL NEW SUPPLY DUCTWORK ON SHOWN MOUNTED ON SUPPORTS STAND (MINIMUM 8"-0" DISTANCE BETWEEN STANDS) AND DUCTWORK SHALL BE INSULATED WITH MINIMUM 2" DUCT BOARD WITH SEAMLESS ALUMINUM JACKETING. DUCTWORK SHALL BE ROUTED ON ROOF AS SHOWN AND TURN DOWN INTO FIRE RATED CHASE BELOW. FOR CONTINUATION OF DUCTWORK, REFER TO MECHANICAL DRAWING M103. O3 CONDENSING UNITS STAND TO BE MOUNTED TO BUILDING STRUCTURE AND BE PROPERLY SUPPORTED AS PER THE STRUCTURAL DRAWINGS. ® MOUNT ALL CONDENSING UNITS ON STANDS AS SHOWN AND SECURE UNITS TO STANDS AS PER DETAIL ON DRAWING M401 AND ROUTE ASSOCIATED REFRIGERANT PIPING TO CHASE AND ROUTE DOWN TO MECHANICAL ROOMS AND AIR HANDLERS BELOW. REFER TO PIPING CHASE AND STAND DETAILS ON MECHANICAL DRAWINGS M401. CONTRACTOR TO INSTALL STANDS TO MAINTAIN PROPER CLEARANCE BETWEEN BOTTOM OF EQUIPMENT AND SLOPED ROOF TO MAINTAIN MINIMUM CLEARANCES PER FLORIDA MECHANICAL CODE 1510.10. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: IN FO@FW BARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 C COPYRIGHT 2o21 FURR, W EGMAN 6 BANKS ARCHITECTS. PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN 5 BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. RS F .so, ��. * No. 86539 * ' �o 3)ST JVTj SC/ � iV \p FL. LIC. 865� tXP - 28-2023 U A W V ,�kkw V OIo 3 o a Y 101 C1 < W xv k V mq�qo< IL �{ Z J z O H w w U) I z O I= a v U) w 0 z O w w a 0 ar N m It In co l- N O N ti N 00 0 lit Q 0 U) Z z w j Q Ur o Z 0 LL 000 z O m F- ~ J � zZ U � �W o Z 0 0� 0 ZJ U o1 m Q a, >- w U) W °' a = C G �//) vW N d PROJ MGR: CKD BY: MC/DB SN JOB NUMBER: 21-19 SHEET NUMBER: M10 4 Z:\FurrWegman 8 Banks Archhects\211036 - Healthier Stay Pasco Dormkory\Design\211036_M101 - M104.dwg, August 27, 2021 4:05 PM, SHAWN JEFFREY, =- AmDTLAKrr U r-.- ...-.. II MECHANICAL 2 BEDROOM - SCALE: 1 (WITH LI 4"0 DRYER MECHANICAL 1 BEDROOM RA SCALE: 1 /4"=1'-0" GENERAL NOTES: 1. UNLESS OTHERWISE MOTED, ALL DUCTWORK TO BE MOUNTED AS TIGHT TO FLOOR DECKING ABOVE TO CREATE WORKABLE SPACE FOR ALL TRADES IN SOFFIT AREAS. KEY NOTES: QQ INSTALL 4"0 DRYER VENT WITH LINT TRAP MOUNTED IN WALL FOR CLEANING ACCESS. COORDINATE FINAL DUCTWORK ROUTING AND LOCATION WITH ARCHITECTURAL CEILING AND SOFFIT PLAN. O2 INSTALL EXHAUST WALL CAP IN LOCATION AS SHOWN AND PAINT WALL CAP TO MATCH BUILDING EXTERIOR COLOR. COORDINATE WITH ARCHITECT FOR FINAL COLOR SELECTION PRIOR TO PAINTING. O3 PROVIDE EXHAUST FAN PER EQUIPMENT SCHEDULE ON DRAWING M301 AND PER EQUIPMENT DESIGNATION ON SHEETS M101 THROUGH M103. ® PROVIDE AIR HANDLING UNIT PER EQUIPMENT SCHEDULE ON DRAWING M301 AND PER EQUIPMENT DESIGNATION ON SHEETS M101 THROUGH M103. Q5 CONTRACTOR SHALL PROVIDE MOTORIZED DAMPER AND VOLUME DAMPER IN OUTSIDE AIR DUCTWORK MOUNTED IN MECHANICAL CLOSET. CONTRACTOR SHALL BALANCE OUTSIDE AIR TO CFM AS SHOWN IN THE AIR HANDLER SCHEDULE. © COORDINATE WITH ARCHITECT TO PROVIDE FULLY LOUVERED DOORS FOR THE CLOSET TO PROVIDE DIRECT RETURN AIRFLOW TO THE AIR HANDLER MOUNTED IN THE CLOSET. O7 CONTRACTOR SHALL ROUTE REFRIGERANT PIPING DOWN FROM ROOF IN FIRE RATED CHASE AND TIE INTO AIR HANDLER MOUNTED IN CLOSET. CONTRACTOR SHALL ALSO TIE 3/4" PVC CONDENSATE DRAIN LINE INTO CONDENSATE RISER LOCATION IN THE FIRE RATED CHASE. CONTRACTOR TO MAINTAIN MINIMUM 1/8" PER FOOT FOR SLOPE FOR ALL DRAIN LINES. SYSTEM SUMMARY HVAC DESIGN PARAMETERS CITY SUMMER DESIGN OUTDOOR SUMMER DESIGN INDOOR WINTER DESIGN OUTDOOR WINTER DESIGN INDOOR TAMPA, FL 93.47/76.47 75-F / 50%RH 29.6F 70'F BUILDING U-VALUE GLASS U-VALUE SYSTEM VENTILATION RATE AS PER ASHRAE 62.1 FILTRATION CRITERIA ASHRAE 52.2 ROOF = 0.1034 WALL = 0.0626 GLASS = 0.65 SC = 0.25 R A SUITE 5 CFM PERSON & 0.06 CFM SQ.Fr. 2"-MERV 11 1-BEDROOM 5 CFM PERSON & 0.06 CFM SQ.FT. 2"-MERV 11 2-BEDROOM 5 CFM PERSON & 0.06 CFM SQ.Fr. 2"-MERV 11 2-BEDROOM ADA 5 CFM PERSON & 0.06 CFM SQ.Fr. 2"-MERV 11 SYSTEM OCCUPANCY DESIGN NOTES: SYSTEM # OF PEOPLE OUTSIDE AIR (CFM) TYPE OF OCCUPANCY R/A SUITE 1 20 DWELLING UNIT 1-BEDROOM 3 40 DWELLING UNIT 2-BEDROOM 5 60 DWELLING UNIT 2-BEDROOM ADA 5 60 DWELLING UNIT N CEILING 12x100 INTERIOR WALL w C-> O 150.5 ' IN E WALL o (BETWEEN STUDS) w C-> Q 12000 -FLOOR — (APPLIES TO ALL APARTMENT BEDROOM TRANSFER GRILLES) TRANSFER DUCT -EF-AP TMNT 3 ......... .................................... 1800.1 .. ... 20� .205� I 12x100 12 x, 00 00 x o 4"0 DRYER VENT) =-.... (WITH LINT TRAP) 10 1 ; 12x100 `I 112x100 A'9.12xloq) 12000x T 3 pL �� 063, 'o 12x8(D Ij0 CAP � \—WAL@LCAP WALLOI ICAL) (TYPICAL) (iYPIC MECHANICAL 2 BEDROOM ADA. SCALE: 1 /4"44' rr • - .. - II MECHANICAL 1 BEDROOM- SCALE: 1/4"=1'-O" Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FW BARCHITECTS.COM W W W.FWBARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. \ \\1 11///// B o• R� E Rs' �= = * No. 36539 STATE OF �\ SCOFF/$pM; P.E. FL. UC. 86532-28-2023 U � � 4; zr �Iill = U Tel 'a: W ' i g a C4 4 GNP 6 �ZOM�W y �aZ 20 MFIt � � E z z O w w 'V'J ^ V! F- 1 z O a. w 0 U) W 0 z O 0) w w Q 0 ar CV Ch d to Cfl ti N O N ti N Co Cif O z Q Q J � 0- /W z W Z F W z j 2 CD O F_ z 0 Q Uo o �m � J Q zZ U (W O M o TH ZJ O O 2 + � MI U mQ � >- w U) W °' °- Q CoLLI CoN _ Q_ PROJ MGR: CKD BY: MC/DB SIN JOB NUMBER: 21-19 SHEET NUMBER: M201 Z:\Furr Wegman & Banks Architects\211036 - Healthier Stay Pasoo Dormhory\Design\211036 M201.dwg, August 27, 2021 4:06 PM, SHAWN JEFFREY, SPLIT DX SCHEDULE (TYPICAL APARTMENT TYPE) AIR HANDLING UNIT NO. AHU-UNIT NUMBER AHU-UNIT NUMBER AHU-UNIT NUMBER LOCATION `UNIT TYPE' - R/A SUITE APARTMENT 1-BEDROOM APARTMENT 2-BEDROOM APARTMENT TOTAL COOLING CAPACITY BTUH 7,800 17,500 28,400 SENSIBLE COOLING CAPACITY BTUH 6,400 14,000 19,200 TOTAL SUPPLY AIR CFM 280 615 900 OUTSIDE AIR CFM 20 CFM (NOTE 8) 40 CFM (NOTE 8) 60 CFM (NOTE 8) COOLING COIL ENTERING AIR (DB/WB) 'F 76.0/63.5 76.0/63.5 76.0/63.5 COOLING COIL LEAVING AIR (DB/WB) -F 55.0/55.0 55.0/55.0 55.0/55.0 STATIC PRESSURE (EXT) IN. WG 0.5 0.5 0.5 FILTERS - 2- MERV 11 (THROWAWAY) 2- MERV 11 (THROWAWAY) 2- MERV 11 (THROWAWAY) FAN MOTOR HP - 1/5 1/3 ELECTRIC HEATER/STAGES KW/STAG 3.0/1 5.0/1 5.0/1 UNIT MCA/MOP AMPS NOTE 8 23.0 / 25 23.6 / 25 ELECTRICAL V/0/Hz 208/1/60 208/1/60 208/1/60 MANUFACTURER - DAIKIN GOODMAN GOODMAN MODEL NO. - FDMQ09RVJU AWUT240514 AWUT300514 NOTES - 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7,8 HEAT PUMP UNIT NO. CU-UNIT NUMBER CU-UNIT NUMBER CU-UNIT NUMBER OUTDOOR TEMPERATURE •F 95 95 95 ELECTRICAL V/O/Hz 208/1/60 208/1/60 208/1/60 UNIT MCA/MOP AMPS 9 / 15 21.9 / 30 23.2 / 35 ARI SEER/EER RATING - 14.0/11.0 14.0/12.0 14.0/12.0 MANUFACTURER - DAIKIN GOODMAN GOODMAN MODEL NUMBER - RX09RMVJU9 GPH1424H41 GPH143OH41 NOTES - 1,2,3,4,5,6,7,8 1,2,3,4,5,6,7 1,2,3,4,5,6,7 NOTES: 1. PROVIDE FACTORY MOUNTED STARTER, DISCONNECT BY DIVISION 16. 2. PROVIDE THERMAL OVERLOAD PROTECTION. 3. PROVIDE SINGLE POINT POWER CONNECTION WITH FACTORY MOUNTED STARTER AND MAGNETIC CONTACTOR FOR HEAT. 4. PROVIDE LONG LINE SET FOR REFRIGERANT PIPING WHEN REQUIRED. 5. PROVIDE LIQUID LINE SPECIALTIES INCLUDING FILTER DRIER, SIGHT GLASS TXV, SOLENOID VALVE, 24V 1 ph CONTROL WIRE BY CONTROLS CONTRACTOR. 6. PROVIDE REFRIGERANT PIPING SIZED AS PER MANUFACTURER'S RECOMMENDATIONS. -ACR- COPPER ONLY. 7. OUTSIDE AIR PROVIDED DUCTED DIRECTLY TO EACH APARTMENT AIR HANDLER PER CODE. 8. UNIT POWER SHALL BE FEED TO CONDENSING UNIT AND THEN ROUTED INTERIOR TO THE AIR HANDLER MOUNTED IN THE CLOSET SPLIT DX SCHEDULE (1ST FLOOR AMENITY AREA) AIR HANDLING UNIT, NO. AHU-1 AHU-2 MU-3 LOCATION 'UNIT TYPE' - FLEX ROOM 114 ACTIVITY ROOM 115 LOUNGE 118 TOTAL COOLING CAPACITY BTUH 19,800 23,800 89,200 SENSIBLE COOLING CAPACITY BTUH 12,200 14,100 57,300 TOTAL SUPPLY AIR CFM 480 540 2,265 OUTSIDE AIR - CFM 100 130 440 COOLING COIL ENTERING AIR (DB/WB) -F 79.6/66.3 80.2/66.6 79.4/66.0 COOLING COIL LEAVING AIR (DB/WB) -F 56.0/55.0 56.0/55.0 56.0/55.0 STATIC PRESSURE (EXT) IN. WG 0.5 0.5 0.5 FILTERS - 2' MERV 11 (THROWAWAY) 2- MERV 11 (THROWAWAY) 2- MERV 11 (THROWAWAY) FAN MOTOR HP 3/4 3/4 2.0 ELECTRIC HEATER/STAGES KW/STAGE 4.5 / 1 6.0 / 1 20 / 2 UNIT MCA/MOP AMPS 27.0 / 30 32.0 / 35 59.6 / 60 ELECTRICAL V/O/Hz 208/1/60 208/1/60 208/1/60 MANUFACTURER - GOODMAN GOODMAN DARIN MODEL NO. - AEPT33C14 AEPT33C14 DAT09043A NOTES - 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 HEAT PUMP UNIT NO. CU-1 CU-2 CU-3 OUTDOOR TEMPERATURE -F 95 95 95 ELECTRICAL V/O/Hz 208/1/60 208/1/60 208/1/60 UNIT MCA/MOP AMPS 14.6 / 25 14.6 / 25 39.2 / 60 ARI SEER/EER RATING - 14.0 14.0 14.0 MANUFACTURER - GOODMAN GOODMAN DAIKIN MODEL NUMBER - GSZ140241 GSZ140241 DZ11TA0903M NOTES - 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 NOTES: 1. PROVIDE FACTORY MOUNTED STARTER, DISCONNECT BY DIVISION 16. 2. PROVIDE THERMAL OVERLOAD PROTECTION. 3. PROVIDE SINGLE POINT POWER CONNECTION WITH FACTORY MOUNTED STARTER AND MAGNETIC CONTACTOR FOR HEAT. 4. PROVIDE LONG LINE SET FOR REFRIGERANT PIPING WHEN REQUIRED. 5. PROVIDE UNIT WITH INTERNAL SPRING ISOLATION. 0 VALVE, 24V 1 h CONTROL WIRE BY CONTROLS CONTRACTOR. 6. PROVIDE LIQUID LINE SPECIALTIES .INCLUDING FILTER DRIER, SIGHT GLASS TXV, SOLENOID VE, p 7. PROVIDE REFRIGERANT PIPING SIZED AS PER MANUFACTURER'S RECOMMENDATIONS. -ACR- COPPER ONLY. SPLIT DX AIR HANDLING UNIT BREAKOUT (PER TYPICAL APARTMENT TYPE) 1ST 2ND 3RD FLOOR FLOOR FLOOR. APARTMENT (R/A SUITE) 117 208 308 APARTMENT (1-BEDROOM) 102 202 2 210 302 3 310 APARTMENT (2-BEDROOM) 103 121 203 204 209 303 304 306 309 122 211 311 123 212 213 312 313 AIR DEVICE SCHEDULE MARK TYPE MATERIAL FINISH ACCESSORIES MANUFACTURER MODEL NOTES A CEILING SUPPLY ALUMINUM WHITE O.B.D. TITUS TMS-AA 1 2 3 4 B CEILING RETURN EXHAUST ALUMINUM WHITE - TITUS PAR -AA 1 2 3 4 C EA OA LOUVER ALUMINUM ALUMINUM - RUSKIN ELF6375DXD (2)(4) D SIDEWALL SUPPLY GRILLE ALUMINUM WHITE O.B.D. TITUS 272 FS (1)(2) 3 4 E TRANSFER AIR ALUMINUM WHITE - TINS 4F 1 (2)(3 5 F TRANSFER AIR ALUMINUM WHITE - TINS 4F 1 2 3 6 NOTES: 1. COORDINATE WITH LIGHTS FOR EXACT LOCATIONS OF ALL DIFFUSERS, GRILLES AND REGISTERS. 2. COORDINATE FRAME STYLES WITH CEILING OR WALL SYSTEM. 3. N.C. VALUES FOR DIFFUSERS, GRILLES AND REGISTERS SHALL NOT EXCEED 25, WITH A ROOM ABSORPTION RATE OF 1ODB I.E. 10-12 WATTS. 4. FINAL COLOR SELECTION AS DIRECTED BY ARCHITECT. MUST HAVE ARCHITECTS APPROVAL PRIOR TO ORDERING. 5. TRANSFER GRILLE MTD. 2-t BELOW CEILING. 6. TRANSFER GRILLE MTD. 4-f ABOVE FINISHED FLOOR. EXHAUST FAN SCHEDULE MARK - EF-1 EF-2 EF-3 EF-4 EF-APRTMNT EF-APRTMNT I EF-APRTMNT # (A/B) LOCATION - CUSTODIAL 105 RESTROOM 107 RESTROOM 108 RESTROOM 109 R/A SUITE 1-BEDROOM 2-BEDROOM SERVICE - GENERAL RESTROOM RESTROOM RESTROOM BATHROOM BATHROOM BATHROOM TOTAL AIR CFM 100 70 70 70 50 50 50 TYPE - CEILING COUNG CEILING CEILING CEILING CEILING CEILING EXT. STATIC PRESS. IN H2O 0.3 0.25 0.25 0.25 0.25 0.25 0.25 MAX RPM - 718 688 688 688 652 652 652 HP - 128 WATTS 20 WATTS 20 WATTS 20 WATTS 15 WATTS 15 WATTS 15 WATTS SONES - 1.6 1.8 1.8 1.8 1.4 1.4 1.4 DRIVE TYPE - DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT ELECTRICAL V/0/Hz 120-1-60 120-1-60 120-1-60 120-1-60 120-1-60 120-1-60 120-1-60 MANUFACTURER - GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK MODEL - SP-B150 SP-B90 SP-1390 SP-1390 SP-B70 SP-B70 SP-1370 NOTES - 1,2,3,4 1,2,3,4 1,2,3,4 1,2,3,4 1,2,3,4 1,2,3,4 1,2,3,4 NOTES: 1. PROVIDE VARIABLE SPEED CONTROLLER FOR ALL DIRECT DRIVE FANS. T do B CONTRACTOR SHALL MARK BALANCED POSITION ON CONTROLLER. 2. FAN SHALL BE INTERLOCKED WITH LIGHT SWITCH. SEE ELECTRICAL DRAWINGS FOR INTERCONNECTION. 3. PROVIDE FACTORY WIRED DISCONNECT SWITCH. 4. PROVIDE THERMAL OVERLOAD PROTECTION. CORRIDOR ROOFTOP UNIT SCHEDULE MARK - RTU-1 COOLING CAPACITY MBH 34,179 SENSIBLE COOLING CAPACITY MBH 24,915 ENTERING AIR TEMPERATURE DB'F/WB'F 79.2/65.9 LEAVING AIR TEMPERATURE DI T/YYB'F 56.6/55.2 SUPPLY AIR CFM 970 OUTSIDE AIR CFM 180 STATIC PRESSURE (EXTERNAL) IN. WG 0.5 FAN MOTOR HP 0.5 HEATING CAPACITY BTUH 34,130 ELECTRIC HEATER KW 10 STEPS OF CAPACITY - 1 NUMBER OF COMPRESSORS - 1 FILTERS - 2' MERV 11 (14-x20-X2' - QTY OF 4) ELECTRICAL V/b/Hz 208/1/60 EER (COOLING) - 14.0 IEER (COOLING) - 11.5 MCA/MOCP - 72.6 / 80 WEIGHT LBS. 741 LOCATION - ROOF MANUFACTURER - DAIKIN MODEL - DBH MODEL 036 NOTES - 1,2,3,4.5 NOTES: 1. PROVIDE THERMAL. OVERLOAD PROTECTION. 2. PROVIDE SLOPED STAINLESS STEEL DRAIN PANS. 3. PROVIDE SINGLE POINT POWER CONNECTION WITH FACTORY MOUNTED STARTER. SEE ELECTRICAL DRAWINGS FOR OTHER REQUIREMENTS. 4. PROVIDE UNIT WITH SINGLE POINT POWER WITH INTERNAL ELECTRIC HEATER. 5. PROVIDE MANUFACTURER PROVIDED 14- DEEP ROOF CURB, MOTORIZED FRESH AIR DAMPER AND HAIL GUARDS. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FWBARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHr 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF R1RR, WEGMAN & BANKS ARCHITECTS. PA. NO REPRODUCTION. REVISION OR REUSE OF THISDRAWING IS AUTHORED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. B ERr \.���0� • C E NSF• - No.86539 STATE OF Gn Sfl�l�,\P.E. ScOl/ P53 FL. UC. 8t'�P.�+02�-28-2023 =o V \ w ,Z,, 0 o 0� S N " Ram� IL s my=j�MMhci m _s ..,,, aca IL Z CL z z O W w I- z O H o_ U U) W 0 z O w w H a 0 aN C) In CO n N O N ti N co O L LI Q rn Z (n W W J D O 0 Z 0 w Up o = U _j J W m 0 Q Z F- Z U -Z o D Z aLL 0, o o I U m Q 2� w rna Q ifo N = 0- PROJ MGR: CKD BY: MC/DB SN JOB NUMBER: 21-19 SHEET NUMBER: M30 1 Z:\Furr Wegman & Banks Architects\211036 - Healthier Stay Pasco Dormitory\Desgn\211036 M301 - Schedules.dwg, August 27, 2021 4:06 PM, SHAWN JEFFREY, i"Dtlttt3Ei L1<. fr rrww tia >4 itb .SH kiwi v;fm..2:g The Professional's Choice M � Pine Prop If I Us-pr Saddle 314n Sohedt le 40 PVC Electrical Cond€1l (Out to length required? Pipe Prot. Elate i z{y„ ' (Use With all I ,. * �J.reytan{aa �aa nl¢Nu� v!l4hY oEpyhcre :r,ta't,atlxei. >x Pipe Prop Drawing With Saddle US -PP Oralr�ing Scale: t For Mor. €r{a{>rTratiae C-e! tact Us ft �'�-sou"r�2?t tilt rr $IT;ail: iiE?i}+��s�3i's?(3ydi{'3.4£{Yf{ Pipe Prop Base (Use witty all Pipe Pros saddles) 1.373` Pape Prop $addle Model US -PR (accemcdatee Un strut*) .-...-..........2,437Er --a•; IT �. . t 5 ............. Pipe Prop Drawing Assembly for US -PP Drawing Scale: I Wa SUPPLY AIR 11 � 111 PROVIDE ELECTRIC OVERFLOW SHUT OFF SWITCH (MODEL EZ-TRAP EZT-228 OR EQUAL) IN SECONDARY DRAIN MAINTAIN MINIMUM OF 9" CLEARANCE BELOW FCU FOR RETURN AIR TO UNrr -�-i LOUVERED DOOR t ..-1.0625'-•.µi :f The Professional's Choice fax. a7-2t£k-zzs& �madt: ii{tr,�rripa;,T�r�s.car{r PROVIDE CLEARANCE AS REQUIRED FOR SERVICE AND FILTER REMOVAL FLEX CONNECTOR AIR HANDLING UNIT ACCESSIBLE FILTER MANUFACTURER SUPPLIED WALL MOUNTING BRACKETS INSULATED CONDENSATE DRAIN PIPING (SEE PLUMBING PLANS) WATER HEATER r I ap raarea5 %v.flY1�'C APARTMENT AHU MOUNTING DETAIL NOT oSCALE I DUCTWORK INSULATION (TYPICAL) - (DO NOT FASTEN) THE SPECIFIM RASHINGS Y �y Closed Cell 1::.. • Foams aim l FIRE BARRIER PARTITION NOTES O1 1-1/2" HOUR U.L CLASSIFIED CURTAIN TYPE FIRE DAMPER. 3 DO NOT FASTEN) 0 GALVANIZED SLEEVE: SLEEVE NOT LESS THAN 16 GA. DUCT. FASTEN SLEEVE TO PERIMETER 2 ANGLES ONLY. AAAAAAftAAAW O3 PERIMETER ANGLES: GALVANIZED STEEL, NOT LESS THAN 1-1 /2"x 1-1 /2" 14 GA., TO PROVIDE 1" MINIMUM OVERLAP OF OPENING 6 ON ALL 4 SIDES. _4_0 ® BREAKAWAY DUCT CONNECTION: CONTRACTOR'S OPTION OF TYPES PER SMACNA OR A MANUFACTURERS INSTRUCTIONS. I Q5 PROVIDE 1/4 TO 1/2 INCH CLEARANCE ON ldvvvvvvvvvvvv HEIGHT AND WIDTH. © DAMPER COLLAR EXTENSION INTEGRAL PART OF SLEEVE. 6" MAX. O ACCESS PANELS: SIZE AND LOCATION TO PERMIT SERVICING THE FUSIBLE LINK OR LINKS. VERTICAL DAMPER SHOWN PROVIDE A DYNAMIC U.L RATED FIRE DAMPER HORIZONTAL DAMPER WHEN SYSTEM FAN IS NOT DE -ENERGIZED INSTALLATION IS SIMILAR DURING A FIRE. FIRE DAMPER DETAIL NOT TO SCALE SECURE EQUIPMENT TO ALUMINUM SUPPORT RAIL: • (4) 14 GA. 1 " HURRICANE STRAPS • RAIL BOLTS: •• OPT. 1: 2-3/8" x 3/4" LONG A307 STEEL GALV. BOLTS AND NUTS FASTENED TO WEB OF ALUMINUM STAND RAIL •• OPT 2: 3-10-16 x 3/4" HWH 13 SELF DRILLING HILT( KWIK-FLEX SCREWS TO WEB OF ALUMINUM STAND RAIL SCHEDULED REFRIGERATION UNIT PRE-ENGINEERED PRE -FABRICATED ALUMINUM PEDESTAL AND RAIL EQUIPMENT SUPPORT SYSTEM- VERIFY MODEL WITH MFR'S. SELECTION CRITERIA RUBBER OR NEOPRENE VIBRATION ISOLATION PAD BY MECH. CONTRACTOR AT EACH ATTACHMENT POINT ADJUST RAIL WIDTH TO ALIGN WITH EQUIPMENT SUPPORT POINTS- REFER TO EQUIPMNEr mm'S. INSTALLATION GUIDE ALUM. EQUIPMENT SUPPORT RAIL CLAMP BY RAIL SYSTEM MFR. \\ ALUM. EQUIPMENT SUPPORT PEDESTAL ADHESIVE FLASHING BOOT BY ROOFER- REFER TO ARCHITECTURAL DRAWINGS ROOF DECK, INSULATION AND ROOFING MEMBRANE- REFER TO ARCHITECTURAL DRAWINGS SECONDARY FRAMING As REQD. TO SUPPORT EQUIPMENT LOADING METAL OR ALUM. EQUIPMENT SUPPORT PEDESTAL BASE PLATE BOLTED TO ROOF STRUCTURE AS REQD. RAFTERS- REFER TO STRUCTURAL AND / ARCHITECTURAL DRAWINGS / NOTES: 1. ALL MATERIALS AND ASSEMBLIES SHALL COMPLY WITH CONSTRUCTION TO MEET ALUMINUM ASSOCIATION STANDARDS FOR CONSTRUCTION 2. VIBRATION ISOLATION PADS SHALL BE PRE -FABRICATED COMPONENTS DESIGNED FOR THAT PURPOSE AND SHALL PREVENT EQUIPMENT VIBRATION TRANSMISSION TO THE BUILDING STRUCTURE 3. ALUMINUM EQUIPMENT STAND SUPPORTS AS MANUFACTURED BY F & L ALUMINUM PART, INC OF POMPANO BEACH, FL (954) 975-8535, BEARING THE NOTICE OF ACCEPTANCE NO. 11-0824.01, OR APPROVED EQUAL UNIT SHALL BE SIZED AND INSTALLED ACCORDING TO THE MANUFACTURERS LOAD CHARTS AND PRINTED INSTALLATION DETAILS. 4. EQUIPMENT SUPPORT RAIL INSTALLER SHALL FIELD -VERIFY ROOF MATERIAL THICKNESS AND CLEARANCES TO ADJACENT EQUIPMENT AND COORDINATE SUPPORT UNIT POSITION AS REQUIRED- REFER TO INSTALLATION MANUALS FOR SUPPORTED AND ADJACENT EQUIPMENT 5. VERIFY COMPATIBILITY OF ALL METAL COMPONENTS AND FASTENERS TO AVOID GALVANIC CORROSION OF MECHANICAL EQUIPMENT OR SUPPORT SYSTEMS CLEARANCE NOTE: CONTRACTOR TO VERIFY THICKNESS OF ROOF ASSEMBLY. 18" FOR CLEARANCE REQUIRED FROM BOTTOM OF SUPPORT RACK STRUCTURAL MEMBER TO TOP OF ROOF ASSEMBLY. IF ANY PIECE OF EQUIPMENT MOUNTED ON RACK EXCEEDS 36" IN THE LATERALLY MOUNTED DIMENSION, THE CLEARANCE NEEDS TO BE INCREASED TO 24". INSTALLATION TO BE IN COMPLIANCE WITH TABLE 1509.6.5 (FBC 2014) ALUMINUM AC STAND DETAIL --------- i i j FANKi ---- \ / HANGER SUPPORTS: 1" X 22 GA, DO NOT SUPPORT FROM CEILING. INTEGRAL BACKDRAFT DAMPER ` VARIABLE SPEED CONTROLLER MARK WITH THE "AS BALANCED POSITION" DISCONNECT SWITCH: FURNISHED BY MECHANICAL CONTRACTOR OR FAN MANUFACTURER CEILING (CEILING MOUNTED FAN DETAIL NOT TO �� 1/2" ^' ALL THREADED HANGER ROD STANDARD PIPE STRAP RUBBER ISOLATION PAD FOR BARE PIPES LOCKING NUT — UNISTRUT CHANNEL 1-1/2" x 1-1/2" MIN. SUPPORT NUT W/WASHER PIPE HANGERS DETAIL NOT TO SCALE Iu wrl. vn_rrlla,_r_u Ir_EL SADDLE 3 TIMES PIPE Dik OR 9" MIN LENGTH. NOT TO SCALE Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FWBARCHITECTS.COM PH.863.688.1211 0 COPYRIGHT M21 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS. PA. NO REPRODUCTION. REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. ,,.���•� RO B NRT * No.86539 y �0, �� TAKE Z FZ�. no � W, SCOT kk P.E. FL. LIC. 8X0. 2-28-2023 6 g so— j-jr� `%ao 02 cc Pp r .10"1 J z O r w w 0 F- T z O a U U) w 0 z O w w 0 ar N CO '- Ln W 1-. r N O N ti N co O W Q U) Z W w 0 J Z UC) 0 W J� 0 m J zZ U �W 0 U O cn O 2 T I�/ z� U�0Q �Wdi Cn U) W �L Q N 1:c`to Il PROJ MGR: CKD BY: MUM SN JOB NUMBER: 21-19 SHEET NUMBER: M401 Z:\FurrWegman & Banks Archkects\211036 - Healthier Stay Pasco Dormitory\Design\211036 M401 - Details.dwg, August 27, 2021 4:07 PM, SHAWN JEFFREY, I � 45 SMALL DOUBLE VANE E �:1:i�3�r��19:1A'1:1►1�11LUSE FOR ELDQWL36* �; :�,� �•IN WIDTH OR 1��; ►i ::1 ix�AND&R DEPTH WIDTH W DEPTH :(D) FRONT W NOTES 1. ALL SQUARE OR RECTANGULAR ELBOWS SHALL HAVE ONE OF THE TWO TYPES OF TURNING VANES SHOWN ABOVE. SINGLE VANE ELBOWS WILL NOT BE PERMITTED. 2. VANES SHALL BE CONSTRUCTED SUPPORTED AND FASTENED AS RECOMMENDED BY SMACNA. 3. ALL SQUARE OR RECTANGULAR ELBOWS SHOWN ON PLANS FOR EXHAUST OR RETURN DUCT MAY BE MADE RADIUS ELBOWS PROVIDED SPACE PERMITS RADIUS INSTALLATION. 4. ALL SQUARE OR RECTANGULAR ELBOWS SHOWN ON PLANS FOR SUPPLY DUCT MAY BE MADE RADIUS ELBOWS PROVIDED SPACE PERMITS RADIUS INSTALLATION AND/OR THERE ISN'T AN OUTLET OR TAKE -OFF WITHIN 5D ON THE DOWNSTREAM SIDE OF THE ELBOW. SQUARE OR RECTANGULAR ELBOWS SECURE RTU TO CURB WITH CONTINUOUS BEAD OF WATER- PROOF ADHESIVE AND PROVIDE UNIT GASKETED STAINLESS STEEL 112 SCREWS (1/4" PER HEAD) SPACED AT A MIN. OF 6' (TYPICAL OF INAILERROOF ALL SIDES). WOOD I li I II COUNTER FLASHING (BY ROOFER) I I I INSULATION AND ROOFING (FELT BY ROOFER) 1/2' HILTI SLEEVE I I I ANCHOR (MIN. I I I CANT STRIP 2-1/2' EMBED) I II (BY ROOFER) (SEE NOTE 1) I II ROOFING MEMBRANE ALTERNATE 1/4- I I I TAPCON (MIN. I I INSULATION 2-1/2' EMBED) I i _ (THICKNESS VARIES) I (SEE NOTE 2) J,- Jill - ----------------------- LU DUCT SECTION SLEEVE ANCHOR (TYPICAL) TEK SCREW (TYPICAL) O 0 0 0 O 0 o O M O O O PLAN NOTES 1. MINIMUM 2 SCREW OR ANCHORS PER SIDE. 2. FOR SLEEVE ANCHORS USE MAX. 12" CENTERS. 3. FOR TAPCONS USE MAX. 9' CENTERS MIN. 3 PER SIDE. 4. SECURE UNIT TO STRUCTURE TO WITHSTAND WIND LOAD AS PER F.B.C., REFER TO STRUCTURAL DRAWINGS. ROOF CURB DETAIL NOT TO SCALE 'A" DUCT MAM GASKET INSULATION SECTION ACCESS PANEL 'B' HANDLE INSIDE 0 FLEXIBLE WASHER FACTORY FABRICATED LATCH INSULATION GASKET 0 tB4m CASING INSULATION ACCESS DOOR SECTION 'B-B' NOTES 1. LATCHES SHALL BE OF THE WEDGE TYPE TO CLOSE DOORS TIGHTLY. 2. HINGES ON THE ACCESS DOORS SHALL HAVE NON -CORROSIVE PINS. Designers Note: Use access doors on air handling units and ductwork installed in equipment rooms. Use access panels on all equipment and ductwork installed above finished ceilings. ACCESS DOOR DETAIL NOT TO SCALE MAIN SUPPLY DUCT l OPPOSED BLADE I DAMPER I I 45' \ I BRANCH DUCT NOTE L=1/4 W (4" MINIMUM) SUPPLY BRANCH DUCT DETAIL NOT TO SCALE NOTES FIRE BARRIER PARTITION O1 1-1/2" HOUR U.L CLASSIFIED CURTAIN TYPE 5 FIRE DAMPER. 1"MIN. 3 (DO NOT FASTEN) GALVANIZED SLEEVE: SLEEVE NOT LESS THAN 16 GA. DUCT. FASTEN SLEEVE TO PERIMETER 2 ANGLES ONLY. PERIMETER ANGLES: GALVANIZED STEEL, NOT i LESS THAN 1-1/2'x1-1/2' 14 GA, TO i I PROVIDE 1" MINIMUM OVERLAP OF OPENING 6 ON ALL 4 SIDES. 1 ® BREAKAWAY DUCT CONNECTION: CONTRACTOR'S I OPTION OF TYPES PER SMACNA OR 2 MANUFACTURERS INSTRUCTIONS. i 0 PROVIDE 1/4 TO 1/2 INCH CLEARANCE ON HEIGHT AND WIDTH. SUPPLY OR 3 © DAMPER COLLAR EXTENSION INTEGRAL PART RETURN (p0 NOT FASTEN) OF SLEEVE. GP.ILLE 6" MAX. OPPOSED BLADE DAMPER FIRE DAMPER AT SIDEWALL GRILLE DETAIL NOT TO OUTDOOR UNIT SIGHT GLASS (TX VALVE SYSTEMS ONLY) - THERMAL EXPANSION DEVICE (HEAT PUMPS ONLY) SLOPE LIQUID do SUCTION LINES DOWN TOWARDS OUTDOOR UNIT PIPE SLEEVES PITCH PAN dt PITCFI UQUID LINE ROOF CURB, RAILS, PATE OR APPROVED EQUAL SUCTION LINE, INSULATE WITH 3 4" ARK41D( OR APPROVED EQUAL THERMAL EXPANSION DEVICE (TX ) HOT -GAS BYPASS LINE (OPTIONAL ON STRAIGHT -COOL SYSTEMS ONLY) SUCTION TRAP INDOOR COIL NOTES 1. FOR UNITS EQUIPPED WITH UNLOADING TYPE COMPRESSORS USE A DOUBLE -SUCTION RISER SIZED IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS. 2. ALL REFRIGERANT PIPING ROUTED BENEATH CONCRETE SLABS SHALL BE ENCASED IN PVC PIPE AND SEALED AT BOTH ENDS. 3. PROVIDE OPERATION AND MAINTENANCE CLEARANCES AROUND ALL EQUIPMENT AS SPECIFIED BY THE MANUFACTURE 4. OUTDOOR UNIT SHALL BE EQUIPPED WITH ISOLATION VALVES. REFRIGERANT PIPING ISOMETRIC PROVIDE VOLUME DAMPER U c J d 1/4 • W (4" MIN.) PROVIDE VOLUME DAMPER U 0 z 1/4 • W (4' MIN.) SEE PLAN FOR SQUARE ELBOW SHOWN. PROVIDE ROUND ELBOW WHEN SHOWN ON PLANS � BRANCUPPLYORRGISTER H DUCT SPLIT DIMENSION) I MAIN C~� AIR SPLIT TYPE DUCT BRANCH DUCT TAKE -OFF TAKE -OFF (LOW PRESSURE) THE SUPPLY REGISTER TAKE -OFF MAY BE USED FOR UP TO 25% OF THE MAIN DUCT CFM. THE BRANCH DUCT TAKE -OFF MAY BE USED FOR UP TO 15% OF THE MAIN DUCT CFM AND UP TO 40% WHEN THE MAIN DUCT VELOCITY IS 1000 FPM OR LESS. THE AIR SPLIT TYPE DUCT TAKE -OFF SHALL BE USED IN ALL OTHER CASES AND MAY BE USED AT ANYTIME. DUCTWORK TAKE -OFF DETAIL PIPE ROOF SLEEVE DETAIL MINIMUM 3/4' INSULATED CONDENSATE PIPING CLEANOUT Or.) Y CAINOPE FAN COIL UNIT TOWARDS X DR DRAW-THRU UNIT TO X = 1-1/2 Y DRAIN Y = MIN. OF 1" + UNIT STATIC PRESSURE TOTAL HEIGHT = X+Y+(1-1/2'xPIPE 4) CONDENSATE DRAIN TRAP DETAIL NOT TO SCALE NGS: SUPPORT DUCTWORK TO PREVENT FOR RATED CEILI LING BALANCING DIFFUSER �, DAMPER Cep SUPPLY DUCT (RECTANGULAR OR ROUND) FLEXIBLE DUCTS SWILL BE CONFIGURED AND SUPPORTED SO AS TO PREVENT THE USE OF EXCESS DUCT MATERIAL, PREVENT DUCT DISLOCATION OR DAMAGE, AND PREVENT CONSTRICTION OF THE DUCT BELOW THE RATED DUCT DIAMETER IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: 1. DUCTS SHALL BE INSTALLED FULLY EXTENDED. THE TOTAL EXTENDED LENGTH OF DUCT MATERIAL SHALL NOT EXCEED 5 PERCENT OF THE MINIMUM REQUIRED LENGTH FOR THAT RUN. 2. BENDS SWILL MAINTAIN A CENTER LINE RADIUS OF NOT LESS THAN ONE DUCT DIAMETER. 3. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE DUCT. 4. HORIZONTAL DUCT SHALL BE SUPPORTED AT INTERVALS NOT GREATER THAN 5 FEET (1524 MM). DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2 INCH PER FOOT OF LENGTH. SUPPORTS SHALL BE PROVIDED WITHIN 6 INCHES (152 MM) OF INTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS. CEILING JOISTS AND RIGID DUCT OR EQUIPMENT MAY BE CONSIDERED TO BE SUPPORTS. 5. VERTICAL DUCT SHALL BE STABILIZED WITH SUPPORT STRAPS AT INTERVALS NOT GREATER THAN 6 FEET (1829 MM). 6. HANGERS, SADDLES AND OTHER SUPPORTS SHALL MEET THE DUCT MANUFACTURER'S RECOMMENDATIONS AND SHALL BE OF SUFFICIENT WIDTH TO PREVENT RESTRICTION OF THE INTERNAL DUCT DIAMETER. IN NO CASE SHALL THE MATERIAL SUPPORTING FLEXIBLE DUCT THAT IS IN DIRECT CONTACT WITH IT BE LESS THAN 11/2 INCHES (38 MM) WIDE. SUPPLY AIR TERMINAL DETAIL NOT TO SCALE RESTRICTIONS IN AIRFLOW CEILI CEILING PIPE INSULATION WRAP WITH FOAM GIT.R -§N INSULATION 1.1-1I INSULATION FLOOR SLAB OR FIRE SLEEVE AAI NOTES w 1. FOAM GLASS INSULATION MAY EXTEND UNINTERRUPTED THROUGH THE PIPE SLEEVE. FIBERGLASS INSULATION SHALL NOT PASS THROUGH FLOOR SLABS OR FIRE RATED PARTITIONS. 2. FLOOR SLAB PENETRATION SHOWN, FIRE RATED PARTITION PENETRATION SIMILAR. 3. A UL LISTED, FIRE -STOP SYSTEM MAY BE USED IN LIEU OF THIS CONFIGURATION. 4. INSURE THAT VERTICAL AND HORIZONTAL PIPING ARE SECURELY ANCHORED TO MINIMIZE MOVEMENT OF PIPE 5. 20 GAUGE PIPE SLEEVE. CUT SQUARE WITH WALL SLEEVE FULL THICKNESS OF WALL. FINISH FLUSH WITH WAIL SLEEVE SHALL BE OF PROPER SIZE TO ALLOW MINIMUM OF 1/4' BETWEEN PIPE AND SLEEVE. 6. PROVIDE FIREPROOF CAULK OR PUTTY BETWEEN PIPE AND SLEEVE OF PROPER DEPTH PER MANUFACTURER, UL LISTED. 7. PIPES NOT SUBJECT TO MOVEMENT OF THERMAL EXPANSION MAY BE INSTALLED WITHOUT PIPE SLEEVES. OPENING IN WALL OR PARTITION AROUND PIPE SHALT. BE PACKED WITH FIRE SAFlNG INSULATION AND SEALED WITH FIREPROOF CAULK, PUTTY OR ACOUSTICAL CAULK TESTED AND LISTED PER UL PIPE PENETRATION THRU FLOOR DETAIL NOT TO SCALE _-= -- STAPLE 2" FLANGE THEN _ TAPE OVER THE JOINT AND STAPLE TO PROVIDE � VAPOR -TIGHT SEAL SEAL ALL SEAMS WITH HAIR CUT INSULATION TO PROPER LENGTH TO AVOID COMPRESSION OF INSULATION � FIBER GLASS DUCT WRAP WITH A FACTORY APPLIED FOIL-SKRIM-KRAFr VAPOR BARRIER. WITH APERMEANCE OF .02 OR LESS. MINIMUM INSTALLED "R" VALUE OF 6. INSULATION MUST BE STORED AND INSTALLED DRY. DUCT NOTE: SECURE INSULATION WITH WELDED STICK PINS ON DUCTWORK 24" AND LARGERNOT TO SCALE (DUCT INSULATION DETAIL I HEREWITNo. 86539 TATE OF H ARE Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: IN FOQ FW BARCHITECTS.COM W W W.FWBARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT sozT FURR, WEGMAN d BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED Z:\Furr Wegman & Banks Architects\211036 - Healthier Stay Pasoo Dormitory\Design\211036_1v!401 - Details.dwg, August 27, 2021 4:07 PM, SHAWN JEFFREY, NOTES O1 CONDENSING UNIT SHALL BE INSTALLED TO RESIST WIND PRESSURES IN ACCORDANCE WITH FLORIDA BUILDING CODE, MECHANICAL, SECTION 301.15. SECURE UNIT TO ANGLE IRON USING #12 S.S. SCREW (TYP. OF 4 CORNERS) AND 3"x2"x3/16" ANGLE IRON. 2O 1/4"x1-3/4" HEX SLEEVE CONCRETE ANCHORS WITH WASHER AND NUT INSTALLED THROUGH ANGLE IRON IN NEW HOUSEKEEPING PAD (TYP. OF 4 CORNERS) EXTERIOR CONDENSING UNIT--\ WALL 6" MIN. OR AS OTHERWISE NOTED GRADE-i Q 4" THK. CONC. SEAL WATERTIGHT ` — — — — — ;,�\;,•,; j FINISHED WALL FLOOR 000, ROUTE REFRIGERANT ---� LINES BELOW GRADE INSIDE PVC CONDUIT FOOTING k CONDENSING UNIT DETAIL NOT TO SCALE RETURN_ _ AIR HUMID. I H RETURN AIR FURNISHED BY DN.16 INSTALLED BY DIV. 15 FILTER SUPPLY (AHU-3 ONLY) 2" MERV 11 FAN s OUTSIDE D I SUPPLY AIR X AIR ROOM TEMP T OA DAMPER S I � S S DO DI / STATUS p�j STAGE 1 o u AI --- 10 POWER BY DN.16 _==___ --�H� y CONDENSING UNIT INTERLOCK WITH LOW LIMIT T-STAT SEQUENCE OF OPERATIONS SPLIT DX UNITS: AHU-1/CU-1, AHU-2/CU-2, AHU-3/CU-3 AND ROOFTOP UNIT: RTU-1 SPLIT DX UNITS SHALL BE CONTROLLED DIRECTLY FROM THE WALL MOUNTED 7-DAY PROGRAMMABLE STYLE THERMOSTAT. PROVIDE A MINIMUM DEAD BAND BETWEEN THE HEATING AND COOLING MODES OF 4 F WHERE NO CONTROL ACTION OCCURS. DUCT SMOKE DETECTORS SHALL SHUT DOWN THE AIR HANDER FAN MOTOR (AHU-3 ON;Y). SPLIT DX AIR HANDLER CONTROL DIAGRAM LEASING/CORRIDOR/AMENITY AREA SYSTEMSNOT TO SCALE CEILING a a cna in _ _ _ s SMOKE DETECTOR PROVIDE NEW (AHU-3 ONLY) DUCT DETECTOR - _ FLEX CONNECTOR L/ I ELECTRIC HEATER MOTORIZED DAMPER AIR HANDLING UNIT MANUAL BALANCING a ON METAL STAND DAMPER z 50 CFM 6x6 ALUM GRILLE ���\\ W/DAMPER ACCESSIBLE FILTER PROVIDE CLEARANCE AS INSULATED n NEOPRENE PADS REQUIRED FOR SERVICE PLENUM -- - PROVIDE S.S. AND FILTER REMOVAL AUXILIARY DRAIN PAN L` CONDENSATE PIPING FLOOR ` TO EXISTING DRAIN LINE NOTES 1. PROVIDE SMOKE DETECTORS AND/OR FIRESTATS IN ACCORDANCE WITH NFPA 90A AND STANDARD MECHANICAL CODE. 2. PROVIDE A FLOAT SWITCH IN AUXILIARY DRAIN PAN AND SLOPE PAN TOWARDS SWITCH. 3. INSTALL UNIT SECURELY ON ANGLE IRON STAND. PROVIDE SHEET METAL PLENUM BOX BELOW UNIT. COMMON AREA AHU MOUNTING DETAIL RETURN AIR FILTER SUPPLY 2" MERV 11 FAN D SUPPLY X AIR ::D _ ROOM TEMP I T �- S I I DO DI I S/S STATUS STAGE 1 0 4 <�g AI 10 POWER BY DIV.16 CONDENSING UNIT INTERLOCK WITH LOW LIMIT T-STAT SEQUENCE OF OPERATIONS ALL APARTMENT SPLIT DX UNITS. SPLIT DX UNITS SHALL BE CONTROLLED DIRECTLY FROM THE WALL MOUNTED BASE STYLE THERMOSTAT. SPLIT DX AIR HANDLER CONTROL DIAGRAM ALL APARTMENT STYLE SYSTEMS NOT TO SCALE EXHAUST FAN EXHAUST JAIR EXHAUST AIR POWER BY DN.16 SEQUENCE OF OPERATIONS EACH FAN SHALL OPERATE ON ITS OWN INDMDUAL CONTROL AS NOTED BELOW.. ENERGIZING EF-1 SEQUENCE INTERLOCK WITH LIGHT SWITCH EF-2 INTERLOCK WITH LIGHT SWITCH EF-3 INTERLOCK WITH LIGHT SWITCH EF-4 INTERLOCK WITH LIGHT SWITCH ALL APRT FANS TO BE INTERLOCKED WITH LIGHT SWITCH LOCATED EF(S) IN RESTROOM EXHAUST FAN CONTROL DIAGRAM NOT TO SCALE Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FWBARCHITECTS.COM PH. 863.688.1211 ® COPYRK'A f 2121 PURR, WEGMAN & BANKS ARCMECTS, PA THE DESIGN AND CONCEPTS DEPICTED NERE'MIH ARE THE SOLE PROPERTY OF R)RR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REV610N OR REUSE OF THIS DRAWING IS AUTHORIZED WIIF10Ur SPECHC W WREN PERt+ W N. 4AIw4SIm%v . L - * No. 86539 *�= OF 0/ F( O SCOTT 6BERT I NE&N, P.E. FL LIC. 86539 EXP. 02-28-2023 c = M 1 b l <�- (IWv� CodIL o? q. wM�d ' Z J Z O H W Lu z O H o. w U U) W z 0 0) W w Q N m '-t to (O N O N ti N 00 O Q H W 0 o J Z 0 Z p H J� W J5 � ( m � ~ J Q zZ V U) o z �� 0 = 0O coI:n � O Z -1 0� r U m Q 55 w U) a CW CC) N = a. PROJ MGR: CKD BY: MC/DB SN JOB NUMBER: 21-19 SHEET NUMBER: M403 Z:\Furr Wegman & Banks ArchRects\211036 - Healthier Stay Pasco Dormitory\Design\211036_M401 - Details.dwg, August 27, 2021 4:08 PM, SHAWN JEFFREY, ABBREVIATIONS AFF ABOVE FINISHED FLOOR AP ACCESS PANEL BFF BELOW FINISHED FLOOR CP CHROME PLATED CLG CEILING CO CLEANOUT CW COLD WATER DN DOWN D DRAIN ET EXPANSION TANK EL ELEVATION EQUIP EQUIPMENT EWH ELECTRIC WATER HEATER FCO FLOOR CLEANOUT FD FLOOR DRAIN FL FLOOR GCO GRADE CLEANOUT GPF GALLONS PER FLUSH GPM GALLONS PER MINUTE HB HOSE BIBB HW HOT WATER INV INVERT (VERIFY IN FIELD) MAX MAXIMUM MIN MINIMUM PRD PRIMARY ROOF DRAIN RHB RECESSED HOSE BIBB SRD SECONDARY ROOF DRAIN S SANITARY TYP TYPICAL UON UNLESS OTHERWISE NOTED V VENT VIF VERIFY IN FIELD VTR VENT THRU ROOF W WASTE WCo WALL CLEANOUT ISOMETRIC SYMBOLS _t TWO-WAY GRADE CLEANOUT JI I� VENT THRU ROOF I I / yr WATER CLOSET �I WALL CLEANOUT I LAVATORY AND/OR SINK FLOOR CLEANOUT I WASHER DRAIN BOX FLOOR DRAIN WITH TRAP PRIMER CONNECTION -S2 �W� 2------------2 2-- PST--2 2-- SST --� A ®-PST--2 @--SST-__2 101 PIPING SANITARY PIPING WASTE PIPING VENT PIPING COLD WATER PIPING HOT WATER PIPING PRIMARY STORM PIPING SECONDARY STORM PIPING HAMMER ARRESTOR (PDT SIZE INDICATED) FLOOR CLEANOUT TWO-WAY GRADE CLEANOUT FLOOR DRAIN PRIMARY ROOF DRAIN SECONDARY ROOF DRAIN WALL CLEANOUT VALVE IN RISER DIRECTION OF FLOW SIDE CONNECTION DROP IN PIPING RISE IN PIPING UNION HOSE BIBB BALL VALVE POINT OF INTERFACE BETWEEN CONTRACTORS NOTE: THESE AM STANDARD SYMWLS AND GENERAL NOTES AND MAY NOT ALL APPEAR ON THE PROJECT DRAWINGS, HOWEVER WHEREVER THE SYMBOL APPEARS ON THE PROJECT DiAVVIN138, THE ITEM SHALL BE PROVE AND INSTALLED. SPECIFICATIONS 1.0 BASIC MATERIAL AND METHODS 1.1 SCOPE OF WORK PROVIDE LABOR AND MATERIALS AS REQUIRED TO PROVIDE A FULLY FUNCTIONING AND COMPLETE SYSTEM AS INDICATED ON DRAWINGS. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT SHALL BE FIELD DETERMINED. ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION OF BIDS. 1.2 GENERAL AND SPECIAL CONDITIONS ALL DIVISION 1 SPECIFICATIONS AND ARCHITECTURAL GENERAL AND SPECIAL CONDITIONS OUTLINED IN THE CONTRACT DOCUMENTS APPLY TO MECHANICAL SYSTEMS. ADDITIONALLY, WORK SHALL COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL ELECTRICAL CODE. ALL EQUIPMENT SHALL CARRY THE UNDERWRITER'S LABORATORIES (UL) SEAL WHERE APPLICABLE. 1.3 QUALITY CONTROL UNLESS OTHERWISE NOTED, PROVIDE NEW MATERIALS FREE OF DEFECTS, WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED PROVIDE MATERIALS OF AN ACCEPTED STANDARD WEIGHT AND GRADE ACCORDING TO CODE AND GOVERNING STANDARDS BY ASHRAE, SMACK NFPA AND UL. INSTALL ALL EQUIPMENT, PIPING, DUCTWORK AND CONTROLS IN ACCORDANCE WITH CODES, GOVERNING STANDARDS, AND MANUFACTURER'S RECOMMENDATIONS. FIRE PERFORMANCE CHARACTERISTICS OF INSTALLED MATERIALS SHALL BE RATED IN ACCORDANCE WITH ASTM E84. MAXIMUM SMOKE DEVELOPED RATING SHALL BE 50. SUPPLIED EQUIPMENT, SHALL BE AS SCHEDULED OR OWNER APPROVED EQUAL IN QUALITY AND PERFORMANCE. 1.4 COORDINATION COORDINATE ALL WORK FOR PROPER LOCATION, POWER, AND UTILITY REQUIREMENTS. SCHEDULE INSTALLATIONS TO AVOID CONFLICT AMONG TRADES. ADDITIONS TO THE CONTRACT FOR COORDINATION AMONG TRADES WILL NOT BE ALLOWED. 1.5 PENETRATIONS, CUTTING AND PATCHING SEAL ALL PIPING PENETRATIONS OF WALLS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. PIPING PENETRATIONS OF RATED FLOORS AND WALLS SHALL BE SEALED WITH FIRE STOPPING MATERIAL. FLASH ALL ROOF AND WALL PENETRATIONS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS. PROVIDE FIRE DAMPERS AT ALL RATED PENETRATIONS. 2.0 PIPING SANITARY, WASTE AND/OR VENT PIPING BELOW FLOOR SLAB: SCHEDULE 40 DWV PVC (SOLID CORE SANITARY, WASTE AND/OR VENT PIPING ABOVE FLOOR SLAB: SCHEDULE 40 DWV PVC (SOLID CORE WATER PIPING BELOW FLOOR SLAB: SCHEDULE 80 CPVC PIPE WATER PIPING ABOVE FLOOR: SCHECULE 40 CPVC PIPE W/SCH 80 CPVC FITTINGS STORM PIPING BELOW FLOOR SLAB: SCHEDULE 40 DWV PVC (SOLID CORE) STORM PIPING ABOVE FLOOR SLAB: SCHEDULE 40 DWV PVC (SOLID CORE) CONDENSATE PIPING ABOVE AND BELOW FLOOR SLAB: PVC VALVES: NIBCO OR EQUAL FULL PORT HOT WATER PIPE INSULATION: 1" FIBERGLASS OWENS CORNING SSL II, ASJ INDIRECT WASTE PIPING: CPVC PIPE HANGERS: 3/8" THREADED ROD, WITH ADJUSTABLE BAND HANGER WATER HAMMER ARRESTORS: SIOUX CHIEF MANUFACTURING HYDRA -RESTER 600 SERIES OR EQUAL 3.0 WATER METER REFER TO PLUMBING DRAWING P301 FOR METER INFORMATION AND LOCATIONS. 4.0 SUBMITTALS SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED PRIOR TO ORDERING EQUIPMENT. ENGINEER WILL REQUIRE 10 BUSINESS DAYS TO REVIEW SUBMITTED SHOP DRAWINGS. PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE COMPLETE PLUMBING SYSTEMS AS DETAILED ON THESE DRAWINGS. WORK CONSISTS OF FURNISHING ALL MATERIALS, EQUIPMENT, AND SERVICES REQUIRED FOR COMPLETE SYSTEMS. INCLUDE ANY INCIDENTAL APPARATUS, APPLIANCES, MATERIAL LABOR AND SERVICES NECESSARY TO MAKE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR OPERATION. 2. VERIFY THE EXACT LOCATION OF EXISTING SANITARY, WASTE, VENT, HOT AND COLD WATER PIPING MAINS FROM THE ACTUAL JOB SITE PRIOR TO SUBMITTING BID. SUBMISSION OF YOUR PROPOSAL SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 3. ALL PLUMBING WORK SHALL BE DESIGNED, INSTALLED, TESTED, AND CLEANED IN ACCORDANCE WITH THE CURRENT FBC-B-SEVENTH EDITION (2020) AND FBC-P-SEVENTH EDITION (2020) 4. MAKE SUCH OFFSETS AND DEVIATIONS FROM WORK SHOWN ON THE DRAWINGS, AS MAY BE NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS. 5. WHERE VALVES OCCUR ABOVE DRYWALL OR PLASTER OR ARE CONCEALED BEHIND WALLS, THIS CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS. COORDINATE AND LOCATION COLOR AND STYLE WITH ENGINEER/ARCHITECT. 6. INSTALLER SHALL NOT CUT ANY STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT. 7. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING METALS. 8. FIELD VERIFY ALL EXISTING PIPE SIZES PRIOR TO INSTALLATION. 9. NO VENT THROUGH ROOF SHALL TERMINATE CLOSER THAN 10 FT. TO ANY OUTSIDE AIR INTAKE OR VENTILATION LOUVERS, DOORS, WINDOWS AND OTHER BUILDING OPENINGS. 10. ALL SANITARY AND WATER PIPING UNDERGROUND SHALL BE A MINIMUM OF 12" BELOW GRADE OR FINISHED FLOOR UNLESS NOTED OTHERWISE. 11. PROVIDE ALL SINKS AND LAVATORIES WITH SUP JOINT TRAP FITTINGS FOR CLEANOUT. 12. CONTRACTOR IS RESPONSIBLE TO ALSO CHECKING FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 13. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE(1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 14. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER. 15. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS. PLUMBING FIXTURE SCHEDULE MARK ITEM COLD HOT SANITARY/ VENT WATER WATER GRADE CLEANOUT: ZURN 1470-A CLEANOUT PLUG WITH ZURN 1474 ACCESS COVER AND FERRULE SET FLUSH INTO A CLEANOUT CONCRETE PAD 16"x16'0". NOTE LOCATION OF THIS - SEE - - CLEANOUT FOR TYPE OF DUTY REQUIRED FOR THE COVER. SEE SPECIFICATIONS DRAWINGS FOR PIPE SIZE. WCO WALL CLEANOUT: ZURN Z1469 ROUND STAINLESS STEEL ACCESS COVER WITH SECURING SCREW _ SEE DRAWINGS - - FCO FLOOR CLEANOUT: ZURN ZN1400-BZ1 ADJUSTABLE, WITH POLISHED NICKEL BRONZE TOP _ SEE DRAWINGS - - FD FLOOR DRAIN: ZURN Z415S-ZN 5" X 5' SQUARE TOP, WITH POLISHED NICKEL BRONZE TOP - SEE - - DRAWINGS RHB RECESSED HOSE BIBB: WOODFORD MODEL B65 CHROME FINISH WITH VACUUM BREAKER 3/4" SEE DRAWINGS HB -I HOSE BIBB: WOODFORD MODEL 24P CHROME FINISH WITH VACUUM BREAKER 3/4' SEE DRAWINGS PRD PRIMARY ROOF DRAIN: ZURN Z100-DP-ZC-VP LOW SILHOUETTE CAST IRON DOME, SECURED TOP - SEE DRAWINGS - - ORD OVERFLOW ROOF DRAIN: ZURN Z100-DP-ZC-VP-W2 LOW SILHOUETTE CAST IRON DOME, _ SEE SECURED TOP WITH 2" INTERNAL WATER DAM DRAWINGS DNZ DOWNSPOUT NOZZLE: ZURN Z199-ZAB DECORATIVE FACE WITH WALL FLANGE AND OUTLET NOZZLE _ SEE DRAWINGS AAV AIR ADMITTANCE VALVE: STUDOR IPS CORPORATION MINI VENT - - - - WHA WATER HAMMER ARRESTORS: SIOUX 650 SERIES SIZE AS REQUIRED - - - - BUILDING CODES THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 7th EDITION (2020) INCLUDING ALL APPLICABLE SECTIONS OF FBC BUILDING, MECHANICAL, PLUMBING, FUEL GAS, RESIDENTIAL, ENERGY CONSERVATION, TEST PROTOCOLS, ACCESSIBILITY, EXISTING BUILDING INCLUDING BUT NOT LIMITED TO THE FOLLOWING REFERENCED STANDARDS. ALL MECHANICAL WORK PERFORMED SHALL MEET THE APPLICABLE REQUIREMENTS OF THESE CODES AND REFERENCED STANDARDS: • FLORIDA FIRE PREVENTION CODE, INCLUDING THE FLORIDA EDITIONS OF NFPA 1 (FIRE CODE) AND NFPA 101 (LIFE SAFETY CODE) • NFPA-70 (NATIONAL ELECTRIC CODE, 2014 ED.) • NFPA 90A (STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION, 2015 ED.) • ASHRAE 62.1 (VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY, 2013 ED.) • SMACNA/ANSI (HVAC DUCT CONSTRUCTION STANDARDS, METAL & FLEXIBLE, 2005 3RD ED.) • SMACNA (FIBROUS GLASS DUCT CONSTRUCTION STANDARD, 2003 7TH ED,) • NAIMA AH116 (FIBERGLASS DUCT CONSTRUCTION STANDARDS, 2009 ED.) • MSS SP-58 (PIPE HANGERS AND SUPPORTS -MATERIALS DESIGN AND MANUFACTURE, SELECTION, APPLICATION AND INSTALLATION, 2009 ED.) DRAWING INDEX PLUMBING P000 ABBREVIATIONS, LEGENDS, GENERAL NOTES AND FIXTURE SCHEDULE P101 PLUMBING SANITARY FIRST FLOOR PLAN P102 PLUMBING SANITARY SECOND FLOOR PLAN P103 PLUMBING SANITARY THIRD FLOOR PLAN P104 PLUMBING ROOF PLAN P105 PLUMBING DOMESTIC WATER FIRST FLOOR PLAN P106 PLUMBING DOMESTIC WATER SECOND FLOOR PLAN P107 PLUMBING DOMESTIC WATER THIRD FLOOR PLAN P201 PLUMBING SANITARY AND VENT APARTMENT ENLARGED PLANS P301 PLUMBING DOMESTIC WATER APARTMENT ENLARGED PLANS P401 PLUMBING DETAILS P402 PLUMBING DETAILS P501 PLUMBING RISER DIAGRAMS P601 PLUMBING RISER DIAGRAMS PLUMBING FIXTURE SCHEDULE MARK ITEM COLD WATER HOT WATER SANITARY/ WASTE VENT WATER CLOSET: WESTERN POTTERY 832T8HET VITREOUS CHINA, 2 PIECE FLOOR MOUNTED 12" ROUGH ELONGATED BOWL 1.6 GPF 1/2" - 3" 2" SEAT: HEAVY DUTY SOLID PLASTIC SEAT CLOSED FRONT SEAT WITH COVER BRASSCRAFT- 1/2" X 3/8" X 12' LEAD FREE LONG FLEXIBLE RISER WITH 1/4 TURN STOP COLOR AND TRIM FINISH SELECTION BY ARCHITECT WATER CLOSET: WESTERN POTTERY 872T8HET VITREOUS CHINA, 2 PIECE FLOOR MOUNTED 12" ROUGH ELONGATED BOWL 1.28 GPF 1/2' - 3' 2" wcH SEAT: HEAVY DUTY SOLID PLASTIC SEAT CLOSED FRONT SEAT WITH COVER BRASSCRAFT: 1/2" X 3/8" X 12" LEAD FREE LONG FLEXIBLE RISER WITH 1/4 TURN STOP COLOR AND TRIM FINISH SELECTION BY ARCHITECT LAVATORY: WESTERN POTTERY 196 VITREOUS CHINA, 4' CENTER HOLES, UNDERCOUNTER MOUNTED FAUCET: DELTA 520LF-HDF SINGLE HANDLE 4" CENTERSET CHROME PLATED WITH POP-UP DRAIN LAV TRAP: PPRDFTLOO PFPTEB403 1-1/4" X 1-1/2" CHROME PLATED 'P' TRAP WITH CLEANOUT SEE 1/2" 1/2" DRASEE WINGS DRAWINGS RAFT: 1 /2" X 3/8' X 12" LEAD FREE LONG FLEXIBLE RISER WITH SUPPLIES: B�411S� 1URN STOP COLOR AND FINISH SELECTION BY ARCHITECT LAVATO : WESTERN POTTERY 188 VITREOUS CHINA, 20"X16' RETANGULAR, UNDERCOUNTER MOUNTED FAUCET: DELTA 520LF-HDF SINGLE HANDLE 4' CENTERSET CHROME PLATED WITH POP-UP DRAIN �� TRAP: PROFLO PFPTB403 1-1/4' X 1-1/2' CHROME PLATED 'P" TRAP WITH CLEANOUT SEE SEE AND TAILPIECE 1/2" 1/2' DRAWINGS DRAWINGS SUPPLIES: BRASSCRAFT: 1 2' X 3/8" X 12' LEAD FREE LONG FLEXIBLE RISER WITH 1/4' TURN ST P INSULATE WASTE AND WATER SUPPLIES WITH TRUBRO PIPE INSULATION OR EQUAL COLOR AND TRIM FINISH SELECTION BY ARCHITECT KITCHEN SINK: PROFLO PFSR332283 20 GAUGE STAINLESS STEEL DOUBLE COMPARTMENT, UNDERCOUNTER MOUNTED KS FAUCET: DELTA 400-BH-DST SINGLE LEVER WITH SPRAY CHROME PLATED FAUCET 8' CENTERS SEE SEE DRAIN: PROFLO PF1431SS STAINLESS STEEL BASKET STRAINER, TAILPIECE 1/2' 1 /2' TRAP: PROFLO PFPTB403 1 1/2' X" 1-1/2' CHROME PLATED 'P" TRAP AND TAILPIECE DRAWINGS DRAWINGS M SUPPLIES: BSCRAFT: 112 X 3/8 X 12 LEAD FREE LONG FLEXIBLE RISER WITH 1 4 TURN STUOP TRIM FINISH SELECTION BY ARCHITECT KITCHEN SINK: PROFLO PFUC301A 20 GAUGE STAINLESS STEEL SINGLE COMPARTMENT, UNDERCOUNTER MOUNTED FAUCET- DELTA 400-BH-DST SINGLE LEVER WITH SPRAY CHROME PLATED FAUCET 8' CENTERS KS1 DRAIN: PROFLO PF1431SS STAINLESS STEEL BASKET STRAINER, TAILPIECE 1/2" 1/2" SEE SEE TRAP: PROFLO PFPTB403 1 1/2" X1-1/2" CHROME PLATED "P' TRAP AND TAILPIECE DRAWINGS DRAWINGS A SUPPLIES: BfjAA$SCRR Ff fP X 3/8r X 12 LEAD FREE LONG FLEXIBLE RISER WITH �S4E�LECTION TRIM FINISH BY ARCHITECT SINK: PROFLO PFSR252283A 20 GAUGE STAINLESS STEEL SINGLE COMPARTMENT DROP IN FAUCET: DELTA 400-BH-DST SINGLE LEVER WITH SPRAY CHROME PLATED FAUCET 8' CENTERS SK DRAIN: PROFLO PF1431SS STAINLESS STEEL BASKET STRAINER, TAILPIECE "P" 1/2" 1/2" SEE SEE TRAP: PROFLO PFPTB403 1-1/2* X 1-1/2" CHROME PLATED TRAP AND TAILPIECE DRAWINGS DRAWINGS SUPPLIES: B $SCRAFT: 1/2' X 3/8' X 12" LEAD FREE LONG FLEXIBLE RISER WITH 1� TURN STOP TRIM FINISH SELECTION BY ARCHITECT MOP SINK: MUSTEE MODEL 63M 24' X 24' X 10' SK-1 MUSTEE MODEL 63.00A ROUGH CHROME FAUCET 1/2" 1/2" 3• 2" MUSTEE MODEL 65.700 HOSE AND HOSE HOLDER MUSTEE MODEL 65.600 MOP HANGER MUSTEE MODEL 67.2424 WALL GUARDS SHOWER: AQUATIC 1363BFR 36' X 36' X 75-1/2" H, WITH FOLD UP SEAT AND L BARS SHOWER VALVE: DELTA R1000 SERIES SHOWER ROUGH, PRESSURE BALANCING VALVE SHE SHOWER TRIM: DELTA T13020 TRIM 1/2' 1/2" 2" 2" SHOWER HAND HELD KIT- DELTA 51900 ADA SHOWER KIT 24" LONG GRAB BAR, 9 SETTING HAND SHOWER PUSH BUTTON, 2.0 GPM MAXIMUM FLOW WASHER CONNECTION: IPS CORP 85701 WHITE HIGH IMPACT POLYSTRENE RECESSED MOUNTED WALL 1/2" 1/2" 2' 1-1/2' WMB BOX, 2" DRAIN OUTLET AND 1/2' HOT AND COLD WATER HOSE BIBBS WITH WATER HAMMER ARRESTORS ICE MAKER HOOK-UP: IPS CORP MI62HAAB WHITE HIGH IMPACT POLYSTRENE RECESSED MOUNTED 1/2" - - - WALL BOX WITH 1/2' WITH LEAD FREE WATER HAMMER ARRESTOR BATHTUB: BOOTZ 011-2390/2391 SYNIRON 5'-0" - 30" WIDE SLIP RESISTANT SHOWER TRIM: DELTA T13420-H2OT PRESSURE BALANCING CHROME PLATED BATH AND SHOWER TRIM SHOWER VALVE: DELTA10000UNWS MULTICHOICE PRESSURE BALANCING VALVE BODY SCREWDRIVERBT 1/2' 1-1/2" 1-1/2' 1-1/2" AND POP-UP WASTE WITH OVERFLOW: MCGUIRE 1221PU OR EQUAL TRAP: PROFLO 1-1/2' X 1-1/2* PVC "P" TRAP AND TAILPIECE COLOR AND TRIM FINISH SELECTION BY ARCHITECT (REFER TO ARCHITECTURAL DRAWING FOR RIGHT/LEFT HAND INSTALLATIONS) BATHTUB: BOOTZ 011-2390/2391 SYNIRON 5'-0" - 30" WIDE SUP RESISTANT SHOWER TRIM: DELTA T13420-H2OT PRESSURE BALANCING CHROME PLATED BATH AND SHOWER TRIM MULTICHOICE PRESSURE BALANCING VALVE BODYAND SHOWER VALVE: DE TA R10000-UNWSREWDRIVER 1/2" 1-1/2' PS 1-1/2' 1-1/2" HAND HELD SHOWER: DELTA 51900 WITH 30" CHROME PLATED SLIDE BAR BTH - POP-UP WASTE WITH OVERFLOW: MCGUIRE 1221PU OR EQUAL TRAP: PROFLO 1-1/2' X 1-1/2' PVC "P' TRAP AND TAILPIECE COLOR AND TRIM FINISH SELECTION BY ARCHITECT (REFER TO ARCHITECTURAL DRAWING FOR RIGHT/LEFT HAND INSTALLATIONS) FWD FOOD WASTE DISPOSAL- BADGER 5, 1/2HP, 120 /1PH/60 CY, 3 YEAR WARRANTY, 6.9 AMPS _ - - EQUAL TO ISE IN-SINK-ERATOR OR EQUAL ELECTRIC WATER HEATER: EQUAL TO A.O. SMITH PROUNE ENJ-40, .93 ENERGY FACTOR 2-4500/4500 EWH WATTS 208/1/60 NON SIMULTANEOUS ELEMENT OPERATION, 10 YEAR WARRANTY MOUNTED IN 3/4" 3/4" DRAIN PAN ON FABRICATED STAND BELOW HVAC EQUIPMENT OPEN END 3/4' DRAIN TO FLOOR DRAIN (SEE DETAIL FOR FURTHER INFORMATION) Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FW BARC HITECTS.COM W W W.FW BARC HITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS E AUTHORD WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. •� E Ns NFL ''- � C-5� f Ste; * No. 86539 �0, Ug 0 \' FL. UC. ONTO. 02-28-2023 � N a o _�� aSri lam- = 4 z J z 0 w LLI U) U) x z 0 d U) Lu 0 z 0 U) Lu IY w 0 CV m d 0 w t` N 0 N W N coCD I` 0 Li Z o J W Z W 0 0 Z U) Q Z W w Z :D O o F- Z Q UD o > _j U Jm � � CIOH 00 Z F_ z Q �Z � o 0W �L Z (6 �J F- Z J o T- o� w W �' C _ W a coN PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: POO0 Z:\Furr Wegman & Banks Archkects\211036 - Healthier Stay Pasco Dormitory\Design\211036 POOO.dwg, August 27, 2021 4:13 PM, SHAWN JEFFREY, Furr, Wegman Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FWBARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR. W EGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF PURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWNG IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. \\\\�1111111111111/��,, RO B ERT �O •��CENS' F��/ O �• No. 86539 ' BATE QF ;f Q� �N :% E. FL. LTC. $6539,[W\tl1-28-2023 U PSI I �5 w A. d E m Z J Z O H w w rJ7 1 z O a U W Cl Z O w w 0 aN co Lo Cfl I,— N O N ti N co O W Q 0 1W- Z W U Z Z o Up o w Jm D H U)ZZ �o Z W M U �_j Z J r- Q � � L11 2 Q (/J coN a PROJ MGR: CKD BY: RR sJ JOB NUMBER: 21-19 SHEET NUMBER: Poop Z:\Furr Wegman & Banks Archikects\211036 - Healthier Stay Pasco Dormitory\Design\211036 POol.dwg, August 27, 2021 4:15 PM, SHAWN JEFFREY, f PLUMBING SANITARY FIRST F SCALE: 1/8"=1'-0" SEWER JRE UNrrS) Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH.863.688.1211 0 COPYRIGHT 2021 FURR. WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING 6 AUTHORED WITHOUT SPECIFIC WRITTEN PERM6AON. ALL RIGHTS RESERVED. RO B E R J// \,\ C E N S• * • No. 86539 ' y v MATE OF ��o��o �B f1�0�V,��'.E. FL. &I86 �,W28-2023 Yw= Ogg Q aCNC V ��Wv 'a. rOn M yndz Cq c Z J Z O H w w = U) _ z O d U ID w 0 z O D w w 0 aN m �t to co r-_ N O N ti N CD O w Q Z � Q J 0 0 J U- rn H z U) w LL (� O z QZ U JJ U <C U m cn Z Z � Cl)U o Z) Z 2 0� o o M W O ZJ O N =I..V [>7 = J > a. cn a Co N � PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: Pi 01 Z:\FurrWegman & Banks Archtteots\211036 - Healthier Stay Pasoo Dormitory\Design\211036 P101 - P106.dwg, August 27, 2021 4:15 PM, SHAWN JEFFREY, STI 2" W- 2" V- SCALE: 1/8"=1'-0" Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W.FWBARCHITECTS.COM PH. 863.688.1211 C COPYRIGHT 2021 FURR. WEGMAN & BANKS ARCHIECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEEAM ARE THE SOLE PROPERTY OF FURR. WEGMAN & BANKS ARCHTECTS, PA. NO REPRODUCTION, REV19ON OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC W07EN PERMISSION. ALL RIGHTS RESERVED. \�\\IIIIIIIIIII/j RO BERT C E N . * No. 86539 ? �: Is �" 0y S; �ORIDP••G���\� Sirt3�)�t ION,�P.E. FL. LTC. 86'�9I E� \ \02-28-2023 as W V � _ COS I,I z Gf;;• f:,If 3 m ::: c 2 J z O I— w w U) rn z O Nil w U U) w 0 z O U) w w 0 aC4 (o LO CO 1- N O N ti N 00 O Z Q a J � iL w 0 0 LL 0 Z U) V Z U w W Z o Q 00 (n Z Z o M Z)�0� Uo z m _jz aF— Mw J Cn a Q �1 1L �> VJ Q cN (O 0. PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: Plo2 Z:\Furr Wag man & Banks Architects\211036 - Healthier Stay Pasco Dormitory\Design\211036 P101 - P106.dwg, August 27, 2021 4:16 PM, SHAWN JEFFREY, UNZ DNZ DNZ PI l IKARINr RANITARY THIRD FI nC)R PI AN N SCALE: 1 /8°=1'-0° Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFW BARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2O21 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING 6 AUTHORED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. VQ •��CENS� 1�0; * No.86539 ,p STANOF SCNsG E�, pM,� \ .E. FL. LJC. 86539 to. 02-28-2023 rl OOwm X F a CND Q�d c I pp COME Z J z O N w w U) U) 1- 1 z O EL U U) w 0 z O U) w w Q 0 ar CV CM Lo Cfl f� T N O N ti N O O W Q Z � Q J O O J L.L. F- W ~ 0 Z z 00 O —J U Z JMD D W H U)Z z �Z o Z �� o 0 2 ~ z- o m Q U5>- w J (L Q a_U)Q coNa=. PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: Plo 3 Z:\Furr Wegman & Banks Architects\211036 - Healthier Stay Pasco Dormitory\Design\211036 P101 - P106.dwg, August 27, 2021 4:16 PM, SHAWN JEFFREY, o— STACK 2 VfR o SHACK 2 VTR o— STACK 2 VTR o-- STACK STACK-- 0 2 VTR 2 � oSTACK 2 VTR oSTACK 2�VTR o-- STAC 2 VTR o— STACK STACK--o 2 VTR 2 VTR o— STACK 2 VTR SCALE: 1/8"=1'-0" o— STACK 2 VTR o— STACK 2 VTR o— STACK 2 VTR o— STACK 2 VTR oSTACK o— SACK 2 VTR oSTACK 2 VTR 2 VTR - 4" PRD (2,250 SQ.FT) o— STACK o STACK 2 VTR 2 VTR o'TSB ASK 2 VTR ll: Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFW BARCHITECTS.COM W W W.FWBARCHITECTS.COM PH.863.688.1211 0 COPYRIGHT M21 FURR, WEGMAN 6 BANKS ARCHITECTS. PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN A BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. \\\\111111111/l/� VBERT NF% �= *O No. 86539 Z ST TE OF FL. LIC. 86639' EXP!\b-28-2023 =r<€< S `FlfiMi to I � � p I N dre^N Y C t to Z s J z O F- w w x F- z O a U w z O D w w a*— CV m 'd to w ti N 0 N ti N 00 6i Q U) Z w Q U 0 Z J z U� O L.L J J U O J 5 �. O � zZ � o M U Z �LL o ' W I"— J o p T Z 1 = cn J rna >� _ = ^ ^ CD N PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: p 104 Z:\FurrWegman 8 Banks kchkects\211036 - Healthier Stay Pasco Dormitory\Design\211036 P101 - P106.dwg, August 27, 2021 4:16 PM, SHAWN ,iEFFREY, CW-DROP RHB 0 4" INCOMING DOM WATER t0�HB 3" CW RISE W/ BLDG. SHUT OFF VALVE ON VERTICAL - 3/4" CW-DROP RHB PLUMBING DOMESTIC WATER FIRST FLOOR PLAN 14 SCALE: 1/8"=1'-O" CW-DROP RHB -2" CW RISER -UP Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 C COPYRIGHT 2021 PURR, WEGMAN & BARKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN 6 BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWMG IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. BE R ,��p'� .•��� ENS ff'% \ * No. 86539 * • STATE OF q ' •• 3 t . Ng26A /S�bs,P.E. FL. LTC. 86��� T� 02-28-2023 w In M0Y kw tY� a�oN , ? Y Y ZgZ M..p (� to 040 L J z O w w U) N z O I- o. w U w 0 z O LD w w 0 4 CV CM In W ti (V Z o N Q N J 00 CL o O � J LL U) w ILL W U) z H Q Z> U � Z o U) UD W J_j J v O m (� � � ZZ � U' U)W Cl) o Z U a L o Mz W O ` J O Z 1N _ MW < (� _ III U) > �a a a- U) Q coN d PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: p 15 ZAFurr Wegman & Banks Architects\211036 - Healthier Stay Pasco DormitorylDesign\211036 P101 - P106.dwg, August 27, 2021 4:17 PM, SHAWN JEFFREY, PLUMBING DOMESTIC WATER SE SCALE. 1 /8"-1'-0" Furr, Wegman Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH.863.688.1211 0 COPYRIGHT 2TY21 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING 6 AUTHORED WITHOUT SPECIFIC WRITTEN PERMISSION. WED. ROBERT \,,,•``� • ��C�E N S�; ��� * No. 86539 * �: S ATE OF � •.3 i �� za %0 '�� 0�1a�' SCOff'R0P.E. F. LJC. 86539 EXP. 02-28-2023 U � Lf =�M�aO1 LrPC .: _. d. �=O�ONIMW'Cgg C' Z ; ca rz Z J z O I- W W 2 U) H z O a it U W 0 z O T W W a 0 aN m �t Lo Z Q N J N N N o O O w Q iLL 0 Z O U w U) w U) z Q CU CD Z o U)Up o w JJ U J� D O F- � zZ � o M U Z �U- o 0 z J O _ M CID Q (0 } U) J}� > a. _ M U)Q coN a PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: p 1o� Z:\FurrWegman & Banks Architects\211036 - Healthier Stay Pasco Dormitory\Design\211036 P101 - P106.dwg, August 27, 2021 4:17 PM, SHAWN JEFFREY, .: ...... i ? ? PLUMBING DOMESTIC WATER THIRD FLOOR PLAN - SCALE: Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FW BARC HITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA ' THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA - NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWNG IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. q VED. No. 86539 SjpTE QE f O/ FL Q .... N A\-�'� SCOYT/ R ERT1460N, P.E. FL. LTC. 86539 EXP. 02-28-2023 r< _ sr = M Iml IL CX C) W cc J Z O W LI.I H- I Z O U U) w 0 Z O Lu Lu 0 ar N M to Cfl I,- N Z N Q ti J � N o O Q O 0 J U— F— C� U) Z F- Q w U U o z H cn CU o 0 W JJ U J � � O m LL P- � zZ U � U) o U Z LL o CD W O F' co J CD 2 mQ Cn_ >Q �a c(O N .d PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: Plo7 Z:\Furr Wegman & Banks Archkects\211036 - Healthier Stay Pasco Dormitory\\Design\211036 P101 - P106.dwg, August 27, 2021 4:19 PM, SHAWN JEFFREY, 3" S �(Ty') 2" V-RISE 1-1/2p W-DN 1-1/2" V-RISE�(ttPy-x STACK - 2" W-DN 2" V-UP 1" PVC PAN DRAIN PIPES CONCEALED IN WALL (INSULATE WITH 1/2" THICK ARMAFEX) 3/4" CD OPEN END ABOVE , 1-1/4" X 1" REDUCING COUPLING (2) 1" PVC DRAIN PIPES CONCEALED IN WALL — (INSULATE WITH 1/2" THICK ARMAFEX) - STACK 3" S-D��2 1-1/2" V-RISE (TYP) STACK " V-UP -1" CONDENSATE DRAIN TO SPLASH BLOCK 1-1/2" W (TYP) - STACK 2" W-DN 2" V-UP PLUMBING SANITARY 1 BEDROOM RA SCALE: 1 /4"=1'-0" STACK - 3" S-DN CrAnV 1" CONDENSATE DRAIN TO SPLASH BLOCK PLUMBING SANITARY 2 BEDROOM SCALE: 1/4"=1'-0" 2" V-UP STACK - 3" S-DN STACK - 3" S-DN STACK 2" W-C 2" V-U 1" CONDENSATE DRAIN TO SPLASH BLOCK PLUMBING SANITARY 1 BEDROOM SCALE: 1/4"=1'-0" -1" CONDENSATE DRAIN TO SPLASH BLOCK V-UP 1-1/2" W-DN�(rn,) 1-1/2" V-RIS 1-1 /2" V-RISE STACK _" V-UP LI-1-1/2" W (TYP) PLUMBING SANITARY 2 BEDROOM ADA SCALE: 1/4"=1'-O" Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@ FW BARCHITECTS.COM W W W.FWBARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS. PA, NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING 6 AUTHORIZED WITHOUT SPECIFIC WRITTEN PE"%SION. RVM ASQ RjB' RT NFl `��� , .•��0 E N SF•• • So�� * No. 86539 ' 3 �ST,ATgqEO�f, SCOTT 8ERTi IlEttbfl, P.E. FL. LIC. 86539 EXP. 02-28-2023 Z o x::... r W V \ Z ..QW4—W 21 V^M V 2d= 2 '0 J z O F- w w U3 L0 F- I z O Il it U U) w 0 z O U) w w Q 0 a• (V m fit '0 CO r` N O N ti N co O W U z Q J W 0 w J F- z w W z 0 o W Z 0 Up o < Q ZZ � o VJ M D U z L L.L S O I— Z O O m Q U)_ C/) _I a. a a- � r>uj U) Q c(o N PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: P201 Z:\Furr Wegman & Banks Archkects\211036 - Healthier Stay Pasco Dormitory\Design\211036_P201.dwg, August 27, 2021 4:20 PM, SHAWN JEFFREY, 1/2" 1/2" 3/4" CW- 3/4" HW 3/1 PROVIDE MINOL MINOMESS 1300 WATER METER TO BE INSTALLED HORIZONTALLY. COORDINATE FINAL LOCATION IN FIELD. METER TRANSMITTER TO BE INSTALLED ON WALL IN CORRIDOR AS CLOSE AS POSSIBLE TO METER AND ACCESS DOOR 3/4" CWI ... (12 MAX. GPM) 3/4 i WR SUPPLUNIY) ABV. CLG. W/ ACCESS DOOR APT. SHUT OFF VALVE ' CW HW 1/2" CW-DROP 1/2" HW /2r PLUMBING DOMESTIC WATER 1 BEDROOM RA SCALE: 1/4"=1'-0" 1/2" APT. SHUT OFF VALVE PROVIDE MINOL MINOMESS 1300 WATER METER TO BE INSTALLED HORIZONTALLY. COORDINATE FINAL LOCATION IN FIELD. METER TRANSMITTER TO BE INSTALLED ON WALL IN CORRIDOR AS CLOSE AS POSSIBLE TO METER AND ACCESS DOOR 3/4" CW-DROP 1/2" CW /--3/4" HW-DROP /2" HW () PLUMBING DOMESTIC WATER 2 BEDROOM SCALE: 1 /4"=1'-O" APT. SHUT OFF VALVE ABV. CLG. W/ ACCESS DOOR 1" CW-SUPPLY �9 FIXTURE UNITS) r 14 MAX. GPM) 1/2" CW 1/2" HW 1/2' CW 1/2' HW PROVIDE MINOL MINOMESS 1300 WATER METER TO BE INSTALLED HORIZONTALLY. COORDINATE FINAL LOCATION IN FIELD. METER TRANSMITTER TO BE INSTALLED ON WALL IN CORRIDOR AS CLOSE AS POSSIBLE TO METER AND ACCESS DOOR /2"r HW () PLUMBING DOMESTIC WATER 1 BEDROOM SCALE: 1/4"=1'-0" 1/2- CW-(TYP) PROVIDE MINOL MINOMESS 1300 WATER METER TO BE INSTALLED HORIZONTALLY. COORDINATE FINAL LOCATION IN FIELD. METER TRANSMITTER TO BE INSTALLED ON WALL IN CORRIDOR AS CLOSE AS POSSIBLE TO METER AND ACCESS DOOR 3/4" CW-DROP �1CW W�(�) �3/4 HW-DROP / �1 PLUMBING DOMESTIC WATER 2 BEDROOM ADA SCALE: 1 /4"=1'-O" lb Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: IN FO@FW BARCHITECTS.COM W W W. FW BARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS. PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCMTECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WRHOUr SPECIFIC WRITTEN PERMISSION. E NSF �li!''� .O' * No. B6539 ' • • 3 (STKTE OF = v12- 62,j o F '.4ORID S/ONAL E�,.��`, SCOT' 'ROBERTTTN�L�ON, P.E. L. L1C. 86539 EXP. 02-28-2023 0, U o „ �mW g a�oNN zx �5 q� 0< z O I— w w U) U) I z O EL w- 0 U) LU 0 z O LD w w I- 0 aCV m d' LO CD I- T- N O 04 ti N co C3 W U Z Q J W C� J H Z w W Z CD o W Z 0 Up o J J15 U Q Q zz O 7 V) MU zD0LLo ��0M O z M 0 r •>• W J a- U) Q co a PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: P301 Z:\Furr Wegman & Banks Architects\211036 - Heatthier Stay Pasco Dormkory\Design\211036 P301.dwg, August 27, 2021 4:21 PM, SHAWN JEFFREY, F 1V II !I. 1AR T31141nNA.(II.• II YNH I: I 111 11 U I 1, 'yp, I I _ RV IlI1RIIIPI RIFIIRIIFif1A 17NFIrt1111119�111111E. IFtfLll 1111. 1-F�flr (L..nl you v i i i 1 WATER SERVICE INTO BUILDING 2 PIECE FULL PORT BRASS BALL VALVE — — - — - - INCOMING WATER SERVICE FROM BELOW INSTALL APPROXIMATLY 12" GRADE TO 5'-0" OUTSIDE OF ABOVE FINISHED FLOOR BUILDING (END OF PLUMBING CONTRACT) (REFER TO CIVIL DRAWINGS FOR CONTINUATION OF PIPING) NEW FLOOR SLAB WATERTIGHT PIPE SLEEVE MAIN BUILDING SHUT—OFF VALVE EXTERIOR LOOSE KEY SURFACE MOUNTED WALL HYDRANT 18" FROM CONC. ---INLET CONNECTION JM WALL L STUD EXTERIOR WALL HYDRANT DETAIL ,O, TO SCALE GASKETED BRONZE CLEANOUT PLUG HEAVY DUTY 16" X 16" X 6" SECURED COVER CONCRETE APRON ACCESS FRAME ANCHOR FLANGE SAME SIZE AS SEWER UP TO 4" DIA. SEWER MATERIAL TWO-WAY CLEANOUT AND SIZE AS FITTING cp�rl�IGn FLOW EXTERIOR GRADE CLEANOUT IN oM„`I GRASS AND/OR TRAFFIC AREAS RULE 1: BRANCH LINES OF 20 FEET OR LESS. THE HAMMER ARRESTOR SHOULD BE PLACED AT THE END OF THE BRANCH LINE BETWEEN THE LAST TWO FIXTURES. RULE 2: BRANCH LINES OVER 20 FEET. AN ADDITIONAL HAMMER ARRESTOR (Y) SHOULD BE PLACED AS SHOWN (BELOW). THE ADDITIONAL UNIT PLACED AT THE MIDPOINT OF THE RUN LONGER THAN 20 FEET. THE SUM OF THE FIXTURE UNIT RATINGS OF (X) AND (Y) COMBINED, SHOULD BE EQUAL TO OR GREATER THAN THE DEMAND OF ALL BRANCHES. HAMMER ARRESTOR MAIN LINE RULE 1 BRANCH LINE UNDER 20 FEET WATER HAMMER ARRESTOR DETAIL NOT TO SCALE HOT WATER SUPPLY II COLD WATER SUPPLY WHITE POWERED COATED RECESSED WALL BOX 1/4" TURN HOT AND SHUT-OFF COLD WATER SHUT-OFF VALVES -- ------ WITH HAMMER ARRESTERS 1-1/2" VENT 2" STANDPIPE 36" to 42" WASTE COORDINATE W/EQUIPMENT 2" WASTE FLOOR a 4 ° 4 WASHER MACHINE BOX DETAIL CLEANOUT TEE I WALL CLEANOUT DETAIL >R BLOCK WALL E COVER PLATE ECURING SCREW NOT TO SCALE WALL MOUNTED MECHANICAL _ EQUIPMENT ABOVE BALL VALVE COLD WATER SUPPLY 119 HOT WATER SUPPI TO PLUMBING FIXTURES A 4 A A A 4 d 4 Q °® 6 q CEILING 3/4" CODENSATE DRAIN (TYPICAL) 1-1/4" PVC CONDENSATE DRAIN RISER (TYPICAL) -- COLD WATER SUPPLY HOT WATER SUPPLY — VACUUM BREAKER B & G DIAPHRAGM EXPANSION TANK PTA-12, 4.7 VOLUME GAL CAPC. PROVIDE DIELECTRIC UNION AND - HEAT TRAP NIPPLES ON HOT AND COLD WATER CONNECTIONS TO HEATER PRESSURE/TEMPERATURE RELIEF VALVE — EWH LOWBOY MODEL 3/4" OPEN END PRESS/TEMP RELIEF LINE ABOVE DRAIN PAN GALVANIZED STEEL DRAIN PAN. SIZE TO PROVIDE 2" MINIMUM CLEARANCE ON ALL SIDES OF WATER HEATER. �1" DRAIN PAN RISER 1" DRAIN FROM DRAIN PAN CONNECT TO DRAIN PAN RISER FLOOR A A d A ° O a (ELECTRIC WATER DETAILNOT roSCALE I COUNTERTOP 3/8" COLD WATER �' SUPPLY FROM SINK TOE CLEARANCE ]A FULL SIZE REFRIGERATOR HIGH IMPACT POLYSTYRENE RECESSED MOUNTED VALVE BOX 1/4 TURN VALVE WITH HAMMER • ARRESTOR THRU WALL EXPOSED IN -LINE AQUA -PURE FILTER MODEL AP717 .5 GPM FLOW BEHIND REFRIGERATOR EXPOSED IN -LINE BACKFLOW PREVENTER WATTS SERIES 7 BEHIND REFRIGERATOR REFRIGERATOR ICE MACHINE BOX DETAINOT TO SCALE Li FLOOR SLAB SAME SIZE AS SEWER UP TO 6" DIA.— LONG SWEEP 1/4 BEND OR COMBINATION "Y" AND 1/8 BEND (USE REDUCING TYPE WHERE REQUIRED) SEWER MATERIAL AND SIZE AS FLOW CLEANOUT ASSEMBLY COVER FOR DUTY REQUIRED FLOOR CLEANOUT DETAIL NOT ,oSCALE I 2" STUDOR MINI -VENT OR EQUAL 4" MINIMUM ABOVE FIXTURE DRAIN 2" WASTE-DN CLASSROOM ISLAND SINK - CHROME PLATED FLAT STRAINER 1-1/2" CHROME PLATED TAILPIECE (2) 1/2" X 3/8" X 12" FLEXIBLE CHROME PLATED LAVATORY SUPPLY (NOT BRAIDED) NEW 1-1/2" X 1-1/2" CHROME PLATED PLATED P TRAP WITH CLEANOUT CHROME PLATED WHEEL HANDLE STOPS =p� .. • ee. Al ,��j h. 'rs e. s HOT AND COLD WATER WATER SUPPLY PIPING FROM BELOW SLAB FLOOR KITCHEN SINK DETAIL NOT TO SCALE Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@ FW BARCHITECTS.COM W W W.FWBARCHITECTS.COM PH.863.688.1211 000PYRIGHT2D21 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF PAR, WEGMAN & BANKS ARCHITECTS, PA, NO REPRODUCTION. REV610N OR REUSE OF THIS DRAWING 6 AUTHORIZED WITHOUT SPECMC WRITTEN PERNVSMN. AL ERVED. �O B ERT \ * No. 86539 O? �= S ATE OF .• 3 t � J.a2�� • �, 0 10 SCCSRIOt„RlE�!N, P.E. FL. LIC. 86539 EXP. 02-28-2023 '1 z wz ft 0 o 'o X. 4= 1OO <A. 6.. mt`ii 2MM a g� n Q,NiO< vM~dam P J z 0 w w Cn z 0 a U U) W z 0 w w Q ❑ aC4 co It to CD h N 0 N ti N 00 Q H z W � Q z 0 Up z O JJ U Jm U) w �zZ C� 7o (� LL1 M U z 0 LL g, W O � j O r C Z 0 — _ m J 0)= a Q = 0— /� U) Q (00 N i1 PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: P401 Z:\Furr Wegman & Banks Architects\211036 • Healthier Stay Pasco Dormitory\Design\211036 P401.dwg, August 27, 2021 4:22 PM, SHAWN JEFFREY, L 0 -11 RECESSED WALL BOX FRONT 1\LV LJJLV WALL BOX SECTION 3/4- INLET CONNECTION 3/4' COLD WATER DROP IN PIPE CHASE (EXTERIOR HOSE BIBB DETAIL NO SCALE j INTERIOR SIDE OF v WALL GYPSUM WALL MIN. 5/8" THICKNESS OF FILL METAL STUDS MATERIAL APPLIED WITHIN ANNULUS FLUSH BOTH SURFACES OF WALL Lill _ PIPE CENTERED IN SLEEVE NOTES: v 1. UL SYSTEM NO. W—L-1054, F RATING 1 OR 2 HR 1 OR 2 HOUR WALL PENTRATION NO SCALE DRAIN PIPING (SIZE PER DWG'; LONG (SIZE P A WALL PVC DWV DWG's) ,TD — 90• ELBOW SIZE PER DWG's) DRAINAGE PIPING DETAIL NOT TO SCALE I INSTALL SEALANT BETWEEN PIPE AND PREFRABICATED MEMBRANE FLASHING PRE —FABRICATED MEMBRANE FLASHING MINIMUM 8" IN HEIGH SEALANT REQUIRED WATERTIGHT ROOF PLUMBING VENT STACK _ I SEALANT STAINLESS STEEL DRAWBAND I I I I I I I I I I I I I I I NOTES: �` J 1. COORIDINATE LOCATION OF VENT THROUGH ROOF TO BE A MINIMUM OF 10'-0" FROM ANY OUTSIDE AIR INTAKES OR BLDG OPENINGS. 2. SEAL PENETRATION THROUGH ROOF WATERTIGHT. VENT THRU ROOF DETAIL FLOOR FLASHING CLAMP DEVICE FLOOR DRAIN WITH FLASHING CLAMP NON —SHRINK GROUT �— TRAP PRIMER CONNECTION VENT THRU ROOF DETAIL NO SCALE NO SCALE Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@ FW BARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2O21 FURR. WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL ERVED. •��GENSF• <<S0' * No. 86539 STATE (3F �0. 3 F ou�a� l; • �`" SS SCOT'''R46�ftl;�I�lS61�,�`P.E. FL UC. 86539 EXP. 02-28-2023 =:� m 7�=Im"m sr o G SAID Mom$ :_. Qi:{v:241 titLdv (a „adZ%� �i t =— 1N9 J z O I- w w U) 1 z O d it 0 Lu 0 z O w Lu Q 0 ar N in 't Ln co t__ T N 0 N ti N CD O W Q H W (' O Z 0 Z O J J0 � m 0 Zz o M D� U z 0L o W O` ZJ 1� mQ _U) Li _! >^ a. Q (/) CD Na a PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: P402 Z:\FurrWegman & Banks ArchRects\211036 • Healthier Stay Pasco Dormitory\Design\211036 P402.dwg, August 27, 2021 4:22 PM, SHAWN JEFFREY, SECOND ORS1 rop oOR 2" r 2 TYPICAL SANITARY AND VENT RISER DIAGRAM FOR RA APARTMENT NOT TO SCALE 3" r`\ I `\ I `\ I T\ TYPICAL SANITARY AND VENT RISER DIAGRAM FOR 1 BEDROOM APARTMENT NOT TO SCALE coop SECOND ORST TYPICAL SANITARY AND VENT RISER DIAGRAM FOR 2 BEDROOM APARTMENT NOT TO SCALE Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FWBARCHRECTS.COM PH. 863.688.1211 ® COPYRrA f 2021 FURR, W EGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWTIH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REV19ON OR REUSE OF THIS DRAWING IS AUTHORED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. LOBE R T :� p • E N SE. Sp ��C �= No. 86539 ••• . 3 tSi�iy io2t � �w SCPYtiT,d;P.E. R. LIC. 86 N I Np..` 02-28-2023 wl w, Q .: CL J Z O H w w U) H z O U w 0 Z 0 w w a 0 ar N CM Ln fD t- T— N O N ti N 00 O li.i Q 0 C c � w Q Z o Up o � —15 F- ZH z C9 U Z M 0 D Z_ 0LL 0,0 W F— Z J U) J a. _ > CL _ 0— CIO Q c(O N PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: P501 Z:\Furr Wegman & Banks Archkects\211036 - Healthier Stay Pasco Dormitory\Design\211036 P501.dwg, August 27, 2021 4:22 PM, SHAWN JEFFREY, 1 3/fir j. i 0 V L f OR SHUT ACO APT. G W. TYPICAL DOMESTIC WATER RISER DIAGRAM FOR RA APARTMENT NOT TO SCALE vE DO OR VALS \� <- SOO I�/A .,�� APT, 0L0, 10 � 3/� 314 ilk 1 r T V 0TO /2r 1 1' 13 �GO NIPS (1� VALVEDOOR SOS F V � - r'w r 1/N--J 1% '\� 3/ 1/2r ��'' 1' 2r 010 1/ TYPICAL DOMESTIC WATER RISER DIAGRAM FOR 2 BEDROOM APARTMENT NOT TO SCALE TYPICAL DOMESTIC WATER RISER DIAGRAM FOR 1 BEDROOM APARTMENT NOT TO SCALE 1' RE UN05) 13 �> PO f� /' (1 VALE ODOR ,. S .� �, SOUS AYES 3/ r, c�0 / < 1 r 1/2 r < 3/ I � /`✓ T\`�I` / r r 112 42, V� 0 TO pVV r 1/2 TYPICAL DOMESTIC WATER RISER DIAGRAM FOR 2 BEDROOM ADA APARTMENT NOT TO SCALE (3) 1' COND. PVC TPAPS ABOVE GRADE OPEN END 6' ABOVE CONCRETE SPLASH BLOCK (BY GC) ROOF THIRD FLOOR — CD _CD — 1' CD - FIRST FLOOR AHU AHU AHU 3/4�4�'X OPEN END ABOVE 1-11" REDUCING COUPLING (1�1Nin PVC SULATE WITHN1/2 THI KCEA �IXIN)WALL 3/4" CD OPEN END ABOVE 1-1/4" X 1' REDUCING COUPLING (2�1in PVC NSULATE WITH NI/2" THICK ARMAFEX) PIPES CONCEALED IN WALL 3/4' CD OPEN END ABOVE 1-1/4" X 1" REDUCING COUPLING 1' PVC DRAIN PIPES CONCEALED IN WALL (INSULATE WITH 1 /2' THICK ARMAFEX) TYPICAL DIAGRAMATIC CONDENSATE RISER DIAGRAM - NOT TO SCALE NOTE ROUTE ALL CONDENSATE TO WEST SIDE OF BUILDING. ROOF 0 (2) 1" PAN DRAINS WITH PVC TRAPS ABOVE GRADE OPEN END 6" ABOVE CONCRETE SPLASH BLOCK (BY GC) Y 1' .. D 1" DRAIN PIPE FROM HEATER PAN THIRD FLOOR 1" PVC DRAIN PIPES CONCEALED IN WALL (INSULATE WITH 1/2' THICK ARMAFEX) 1" DRAIN PIPE FROM HEATER PAN FIRST FLOOR TYPICAL DIAGRAMATIC DRAIN PAN RISER DIAGRAM NOT TO SCALE NOTE ROUTE ALL CONDENSATE TO WEST SIDE OF BUILDING Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FW BARCHITECTS.COM W W W.FW BARC HITECTS.COM PH. 863.688.1211 0 COPYRIGHT 2021 FURR. WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR. WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTK)N, REV6K)N OR REUSE Of TH$ DRAWNG 6 AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. �Rp B ERT * No. 86539 �2 ' ��•3/ S ATE OF ` 01 i o v S6/ ,R II SOT`1;�\P\E. FL. LIC. 86539 EXP. 02-28-2023 • z 3 U j aIf Yyz��q^.. aW�v40 =figd m P z 1 J z 0 W LLI U) _ T z 0 a 0 N LLI z O U) W w a ❑ N 0 N ti N C* CD 0 U) W z Up o J _ W _j 0 U) c� m F- � zZ � o U) W M U Z D mJ=oo Q 31 LIXJ oOZ(nU) >rn_a 0— U) o Q PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: P601 Z:\Furr Wegman & Banks ArchRects\211036 • Healthier Stay Pasco Dormitory\Design\2i 1036_P601.dwg, August 27, 2021 4:23 PM, SHAWN JEFFREY, AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AP ACCESS PANEL BFF BELOW FINISHED FLOOR BOT BOTTOM CLG CEILING COMB FIRE STANDPIPE COMBINATION RISER DI DUCTILE IRON PIPE D DRAIN DN DOWN EL ELEVATION EQUIP EQUIPMENT FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDV FIRE DEPARTMENT VALVE FH FIRE HYDRANT FL FLOOR FFD FLOOR FUNNEL DRAIN F FIRE MAIN FS FLOW SWITCH FSP FIRE STANDPIPE RISER GPM GALLONS PER MINUTE MAX MAXIMUM MIN MINIMUM NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN OS&Y OUTSIDE SCREW & YOKE PRV PRESSURE REDUCING VALVE SPK. SPRINKLER TS TAMPER SWITCH TYP TYPICAL UON UNLESS OTHERWISE NOTED VIF VERIFY IN FIELD DRAWING SYMBOLS _<0- POINT OF INTERFACE BETWEEN CONTRACTORS FIRE PROTECTION SYSTEM SUMMARY OWNER : LOCATION: OCCUPANCY: NUMBER OF FLOORS: THREE (3) CEILING HEIGHT: SEE ARCHITECTURAL DRAWINGS APPLICABLE CODES: NFPA 13R / NFPA 20 SYSTEM COVERAGE: _,_ sq.ft. DESIGN AREA: _,_ sq.ft. DESIGN DENSITY: SEE FP DESIGN CRITERIA (THIS SHEET) SPRINKLER RESPONSE: QUICK RESPONSE FIRE MAIN: 6' WATER FLOW TEST INFORMATION STATIC PRESSURE = _ PSI RESIDUAL PRESSURE _ _ PSI FLOW = -._ GPM TEST LOCATION: TEST TAKEN BY: TEST DATE: LEGEND SPRINKLER HEAD - BRASS UPRIGHT (SEE SCHEDULE) • SPRINKLER HEAD - WHITE PENDENT (SEE SCHEDULE) SPRINKLER HEAD - WHITE SIDEWALL 200'F (SEE SCHEDULE) SPRINKLER HEAD - BRASS SIDEWALL 155-F (SEE SCHEDULE) NEW FIRE SPRINKLER PIPING VALVE IN RISER FLUSHING CONNECTION DIRECTION OF FLOW IZ TOP CONNECTION, 45 OR 90 DEG. BOTTOM CONNECTION, 45 OR 90 DEG. SIDE CONNECTION RISE OR DROP IN PIPE 2�P UNION GATE VALVE -��i--� CHECK VALVE --FYI BALL VALVE I-�r-�� BUTTERFLY VALVE NOTE: THEM ARE STANDARD SYMBOLS AND GENERAL NOTES AND MAY NOT ALL APPEAR ON THE PROJECT DRAWINGS; HOWEVER WHEREVER THE SYMBOL APPEARS ON THE PROJECT DRAWNGS, TFE ITEM SHALL BE PROVIDED AND INSTALLED. FIRE PROTECTION DESIGN LIGHT HAZARD CRITERIA Fire Flow Test: Static pressure - _ psi Residual Pressure- _ psi Flow - gpm Test Date First floor Retail and Second Thru Eighth Floors * Fire Protection system to be designed to the Latest NFPA 13R (2019) and AHJ * Hazard Type: Light hazard * Sprinkler Head Design Area: 144 sq.ft. * Sprinkler Head Density: .10 gpm/sq.ft. * Sprinkler Head Response Type: Quick Response * System Coverage Area: Most remote 1500 sq.ft. * Sprinkler Head Temperature Rating: 155 degree F * All materials to be UL Listed and/or Factory Mutual approved. * All piping shall be pressure tested at 200 psi for 2 hour as per NFPA 13 (2019) * Fire sprinkler system to be centrally monitored. * Provide signed and sealed hydraulic calculations. FIRE PROTECTION DESIGN ORDINARY HAZARD CRITERIA Fire Flow Test: Static pressure - 60 psi Residual Pressure- 50 psi Flow - gpm Test Date * Parking Levels and Mechanical Rooms. * Fire Protection system to be designed to NFPA 13R (2019) and AHJ. * Hazard Type: Ordinary hazard * Sprinkler Head Design Area: 120 sq.ft. * Sprinkler Head Density: .15 gpm/sq.ft. * Sprinkler Head Response Type: Quick Response * System Coverage Area: Most remote 1500 sq.ft. * Sprinkler Head Temperature Rating: 155 degree F * All materials to be UL Listed and/or Factory Mutual approved. * All piping shall be pressure tested at 200 psi for 2 hour as per NFPA 13R (2019) * Fire sprinkler system to be centrally monitored. * Provide signed and sealed hydraulic calculations. PIPE SIZE A B C 1. V-O' MAX. 12'-0" MAX, NO MINIMUM 1-1/4" 1'-O" MAX. 12'-0" MAX, NO MINIMUM 1-1 /2"-$" 1'-0' MAX. 15'-0" MAX. NO MINIMUM NOTE 1. ALL ARMOVERS GREATER THAN 12" ARE TO HAVE A HANGER. THE HANGER CLOSEST TO THE SPRINKLER SHALL BE OF THE TYPE TO PREVENT UPWARD MOVEMENT A lu LHANGER RING SPRINKLER HEAD * MAXIMUM HANGER SPACING FOR THREADED UGHTWALL STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES 'STEEL PIPE HANGER SPACING SCHEDULE NOT TO SCALE FIRE PROTECTION SPECIFICATIONS 1.0 PIPE FITTINGS AND VALVES A. 3" AND SMALLER: BLAZEMASTER 2000 CPVC FOR FIRE SPRINKLER USE. B. 4" AND LARGER SHALL BE SCHEDULE 10 BLACK STEEL ROLL GROOVED WITH GROOVED COUPLINGS AND FITTINGS, MECHANICAL TEES AND WELDED OUTLETS. C. DRAIN PIPING SHALL BE SCHEDULE 40 WITH THREADED CAST IRON BLACK FITTINGS, NFPA 13R SPECIFIED WALL THICKNESS FOR 2-1/2" THRU 4" SIZE. 1.1 CAST IRON THREADED FLANGES ASME B16.4, CLASS 125, RAISED GROUND FACE, BOLT HOLES SPOT FACED. 1.2 CAST IRON THREADED FITTINGS ASME B16.4, CLASS 125, STANDARD PATTERN, WITH THREADS ACCORDING TO ASME B1.20.1, 175 PSI RATED. 1.3 MALLEABLE IRON THREADED FITTINGS ASME B16.3, CLASS 150, STANDARD PATTERN, WITH THREADS ACCORDING TO ASME B1.20.1. 1.4 STEEL FITTINGS ASTM A 234/ A 234M, SEAMLESS OR WELDED; ASME B16.9, BUTTWELDING; OR ASME B16.11, SOCKET WELDING TYPE FOR WELDED JOINTS 1.5 GROOVED END FITTINGS FOR STEEL PIPE UL LISTED AND FM APPROVED ASTM A 536, GRADE 65-45-152 DUCTILE IRON OR ASTM A 47 GRADE 32510 MALLEABLE IRON, WITH GROOVES OR SHOULDERS DESIGNED TO ACCEPT GROOVED COUPLINGS. 1.6 FLANGED JOINTS FOR DUCTILE IRON PIPE AND DUCTILE IRON OR CAST IRON FITTINGS AWWA C115 DUCTILE IRON OR GRAY IRON PIPE FLANGES, RUBBER GASKETS, AND HIGH STRENGTH STEEL BOLTS AND NUTS. 1.7 COUPLINGS FOR GROOVED END STEEL PIPE AND GROOVED END FERROUS FITTINGS UL 213, AWWA C606, ASTM A 536 DUCTILE IRON OR ASTM A 47 MALLEABLE IRON HOUSING, WITH ENAMEL FINISH. INCLUDE SYNTHETIC RUBBER GASKET WITH CENTRAL CAVITY, PRESSURE RESPONSIVE DESIGN, ASTM A 183 CARBON STEEL BOLTS AND NUTS TO SECURE GROOVED PIPE AND FITTINGS. 1.8 GENERAL UL LISTED AND/OR FM APPROVED SERVICE VALVES WITH 175 PSIG NON -SHOCK MINIMUM WORKING PRESSURE RATING. GATE VALVES: UL 262, CAST BRONZE, THREADED ENDS, SOLID WEDGE, OUTSIDE SCREW AND YOKE, RISING STEM. PROVIDE INDICATING (BUTTERFLY OR BALL) VALVES TYPE, BRONZE BODY WITH THREADED ENDS, AND INTEGRAL INDICATING DEVICE, INDICATOR SHALL BE VISUAL AND ELECTRICAL 115 VOLTS A.C., PRE -WIRED 2 CIRCUIT, SUPERVISORY SWITCH. 2.0 SPRINKLERS " - GLASS BULB SPRINKLER HEADS WITH 1 2 NOMINAL PROVIDE AUTOMATIC HEAT RESPONSIVE K / ORIFICE, 5.56 "K" FACTOR 155'F TEMPERATURE RATING, INSTALL SPRINKLERS IN A UNIFORM, CONSISTENT MANNER IN ORDER TO LINE UP EACH AREA. 3.0 SPRINKLER CABINETS FINISHED STEEL CABINET AND HINGED COVER, WITH 6 SPARE SPRINKLERS PLUS SPRINKLER WRENCH, SUITABLE FOR WALL MOUNTING. 4.0 ALARM DEVICES COORDINATE WITH ELECTRICAL (OR FIRE ALARM) CONTRACTOR TO PROVIDE CONNECTIONS TO FIRE ALARM SYSTEM AS REQUIRED. 5.0 PIPING INSTALLATIONS DEVIATIONS FROM APPROVED "PERMIT PLANS" FOR SPRINKLER PIPING REQUIRE WRITTEN APPROVAL FROM AUTHORITY WITH JURISDICTION. INSTALL UNION OR FLANGE ADJACENT TO EACH VALVE. INSTALL HANGER AND SUPPORT SPACING AND LOCATIONS FOR STEEL PIPING JOINED WITH GROOVED MECHANICAL COUPLINGS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. FOR RIGID SYSTEMS PER NFPA 13R. 6.0 FIELD QUALITY CONTROL FLUSH, TEST AND INSPECT SPRINKLER PIPING SYSTEMS ACCORDING TO NFPA 13 CHAPTER "SYSTEM ACCEPTANCE". REPORT TEST RESULTS PROMPTLY AND IN WRITING TO ARCHITECT AND TO THE AUTHORITY HAVING JURISDICTION. CLEANING: CLEAN DIRT AND DEBRIS FROM SPRINKLERS. REPLACE SPRINKLERS HAVING PAINT OTHER THAN FACTORY FINISH WITH NEW SPRINKLERS. CLEAN AND REUSE OF PAINTED SPRINKLERS IS PROHIBITED. 7.0 SPRINKLER SYSTEM BASIS OF DESIGN ITEM DESIGN CLASSIFICATION COORDINATE WITH ARCHITECTURAL DRAWING AND CLASSIFY AREAS PER NFPA TYPE WET PIPE SPRINKLER SYSTEM SPRINKLER HEAD (SEE SCHEDULE) MANUFACTURER/MODEL TEMPERATURE RATING STATIC PRESSURE RESIDUAL PRESSURE/FLOW FIRE DEPARTMENT CONNECTION (SEE SCHEDULE) CONTRACTOR TO OBTAIN INFORMATION CONTRACTOR TO OBTAIN INFORMATION FREE STANDING 'STORZ' OR FDC COORDINATION WITH AHJ NOTES: 1. SYSTEM DESIGN SHALL BE HYDRAULICALLY CALCULATED PER NFPA-13R. 2. PROVIDE 200*17 TEMPERATURE SPRINKLER HEADS IN THE MECHANICAL / ELECTRICAL ROOMS. 3. COORDINATE CEILING MOUNTED SPRINKLER HEADS WITH OTHER DEVICES (LIGHTS, DIFFUSERS, ACCESS PANELS, ETC.) SEE ARCHITECTURAL CEILING PLANS FOR LOCATIONS OF ALL DEVICES. 4. ALL MATERIALS AND EQUIPMENT SHALL UL AND/OR FACTORY MUTUAL APPROVED WHERE APPLICABLE. FIRE SPRINKLER HEAD SCHEDULE SYMBOL NAME METAL FINISH TEMPERATURE K-FACTOR N.P.T. SIN. MANUFACTURER MODEL O UPRIGHT BRASS 155' F 5.6 1 /2" VK300 VIKING M PENDENT WHITE 155' F 5.6 1/2" VK302 VIKING M CONCEALED PENDENT WHITE 155' F 5.6 1/2" - VIKING M DRAWING INDEX FIRE PROTECTION FP000 ABBREVIATIONS, LEGENDS, GENERAL NOTES AND FIXTURE SCHEDULE FP101 FIRE PROTECTION "CRITERIA" FIRST FLOOR PLAN FP102 FIRE PROTECTION "CRITERIA" SECOND FLOOR PLAN FP103 FIRE PROTECTION "CRITERIA' THIRD FLOOR PLAN FP401 FIRE PROTECTION DETAILS FIRE PROTECTION GENERAL NOTES 1. FIRE PROTECTION CONTRACTOR SHALL SUBMIT SIGNED/SEALED WORKING DRAWINGS FOR ENGINEER REVIEW AND COMMENT PRIOR TO SUBMITTING TO BUILDING DEPARTMENT/FIRE MARSHAL FOR PERMIT REVIEW. FP CONTRACTORS DRAWINGS SHALL INCLUDE: 1. DETAILED DRAWINGS SHOWING LAYOUT OF HEADS, PIPING, VALVES AND LOCATION OF ALL ACCESSORIES. 2. HYDRAULIC CALCULATIONS IN CONFORMANCE WITH NFPA 13R. 3. SPRINKLER HEAD TYPE AND MODEL NUMBERS (NO SIDEWALL HEADS WILL BE ALLOWED). 4. FIRE DEPARTMENT CONNECTIONS. 5. FIRESTOPPING. 2. THE FIRE PROECTION CONTRACTOR SHALL BE LICENSED IN THE STATE OF FLORIDA AS A FIRE PROTECTION, REGULARLY ENGAGED IN THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS AND EQUIPMENT. THE SYSTEM SHALL BE INSTALLED BY AN EXPERIENCED FIRM UTILIZING THAT FIRMS REGULARLY EMPLOYED AND FULL TIME PERSONNEL WHO ARE CERTIFIED IN THE INSTALLATION OF AUTOMATIC FIRE PROTECTION SYSTEMS IN STRICT ACCORDANCE WITH NFPA STANDARDS. 3. FIRE PROTECTION WORK SHALL BE DESIGNED, INSTALLED, AND TESTED IN ACCORDANCE WITH NFPA 13R (2019), AND NFPA 20 (2019) AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 4. INCLUDE ANY INCIDENTAL APPARATUS, APPLIANCES, MATERIAL LABOR AND SERVICES NECESSARY TO MAKE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR OPERATION. 5. MAKE SUCH OFFSETS AND DEVIATIONS AS MAY BE NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS. 6. INSTALLER SHALL COORDINATE AT SITE WITH ALL PLUMBING, HVAC, AND ELECTRICAL WORK SO AS TO NOT CONFLICT IN LOCATION WITH OTHER WORK UNDER THIS CONTRACT. CONTRACTOR SHALL ADJUST PIPE ROUTING AS NECESSARY TO AVOID CONFLICTS WITH DUCTWORK, EQUIPMENT, LIGHTING, ETC. 7. INSTALLER SHALL NOT CUT ANY STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT AND STRUCTURAL ENGINEER. 8. IN GEOGRAPHICAL LOCATIONS SUBJECT TO TEMPERATURES BELOW 40'F, PROVIDE PROTECTION FOR ALL EXPOSED FIRE PROTECTION PIPING IN ACCORDANCE WITH NFPA 13R (2016). 9. ALL FIRE DEPARTMENT CONNECTIONS SHALL HAVE AN AUTOMATIC BALL DRIP. 10. PROVIDE TAMPER SWITCHES ON ALL VALVES THAT CAN SHUT OFF FLOW IN MAINS OR BRANCHES. CHAINS AND LOCKS IN LIEU OF TAMPER SWITCHES MAY BE USED AT OUTDOOR BACK FLOW PREVENTERS ONLY IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. 11. CONTRACTOR SHALL ARRANGE FOR, OBTAIN AND BEAR THE COST OF NECESSARY PERMITS, BONDS, AND FEES. 12. ALL MATERIALS SHALL BE U.L LISTED AND BEAR THE U.L. LABEL 13. CONTRACTOR SHALL PROVIDE A MIMINUM OF A 10 P.S.I. SAFTEY MARGIN FOR MOST REMOTE LIGHT AND ORDINARY HAZARD HYDRAULIC CALCULATIONS. 14. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES, PENETRATIONS FOR PIPES, CONDUITS, OR OTHER PURPOSES THROUGH ASSEMBLIES (FLOORS, ROOF, WALLS, PARTITIONS, ETC.) WITH A REQUIRED FIRE RESISTANCE RATING FIRE STOP MATERIAL SHALL BE UL LISTED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS TO MEET OR EXCEED THE FIRE RATING OF THE PENETRATED ASSEMBLY. 15. BEFORE SHUTTING OFF ANY SECTION OF THE FIRE PROTECTION SYSTEM TO MAKE ADJUSTMENTS OR ADDITIONAL CONNECTIONS, COORDINATE WITH THE OWNER AND NOTIFY THE AUTHORITY HAVING JURISDICTION. PLAN THE WORK CAREFULLY AND ASSEMBLE ALL MATERIALS TO ENABLE COMPLETION IN THE SHORTEST POSSIBLE TIME. WORK SHALL BE USED TO COMPLETION WITHOUT INTERRUPTION, AND PROTECTION SHALL BE RESTORED AS PROMPTLY AS POSSIBLE. 16. WHERE ELECTRICAL PANELS ARE LOCATED, PROVIDE DEFLECTORS ON ELECTRICAL EQUIPMENT TO PREVENT WETTING PANELS. SPRINKLER PIPING SHALL NOT BE INSTALLED DIRECTLY ABOVE ELECTRIC PANELS. 17. PROVIDE FLUSHING CONNECTION AT END OF SPRINKLER SYSTEM WITH ACCESS PANEL ALL SPRINKLER PIPING THAT REQUIRES CHANGE IN ELEVATION DUE TO COORDINATION ROUTING OF PIPING SHALL HAVE FLUSH CONNECTION AT ALL LOWER ELEVATION. THE SPRINKLER SYSTEM SHALL BE INSTALLED WITH COMPLETE DRAINABLE SYSTEM. 18. PROVIDE UPRIGHT SPRINKLER HEADS UNDER ALL EXPOSED DUCTWORK/OBSTRUCTION 48" WIDE OR LARGER, PER NFPA 13R OR AS REQUIRED TO PROVIDE COVERAGE. 19. ALL SPRINKLER HEADS SHALL BE U.L LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING REQUIREMENTS. ALL ESCUTCHEONS AND ACCESSORIES SHALL BE METAL. 20. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 21. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER. 22. PENDENT MOUNTED SPRINKLER HEADS SHALL BE ALIGNED WITHIN NORMAL FABRICATION AND INSTALLATION TOLERANCES AND WILL BE CENTERED IN CEILING AREAS. 23. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS. 24. COORDINATE EXACT LOCATION OF SPRINKLERS AND PIPING WITH CEILING, ELECTRICAL, MECHANICAL, AND STRUCTURAL ELEMENTS OF BUILDING. MAKE MODIFICATIONS WITHOUT ADDITIONAL COST TO THE OWNER. 25. PROVIDE ALL HANGERS INCLUDING TRAPEZE HANGERS AS REQUIRED TO COMPLY WITH NFPA 13R. 26. TAMPER SWITCHES AND FLOW SWITCHES TO BE PROVIDED AND INSTALLED BY FIRE PROTECTION CONTRACTOR AND CONNECTED BY FIRE ALARM CONTRACTOR. COORDINATE TO VERIFY COMPATIBILITY OF SWITCHES AND LOCATIONS. 27. PROVIDE ALL DRAINS AS REQUIRED BY NFPA 13R. 28. EQUIP ALL GATE AND BUTTERFLY VALVES WITH LOCKING DEVICES AND TAMPER SWITCHES IF REQUIRED BY AUTHORITY HAVING JURISDICTION. 29. INSTALL FIRE DEPARTMENT CONNECTION AND CHECK VALVE AFTER BACKFLOW PREVENTER. 30. SEE CIVIL DRAWINGS FOR LOCATION OF FIRE MAINS. SHOWN HERE TO GIVE POINT OF SERVICE AND HYDRAULIC REFERENCE POINTS. FIRE PROTECTION CONTRACTOR TO COORDINATE LOCATION OF MAINS AND STUB -UPS FOR SPRINKLER RISERS WITH ALL OTHER CONTRACTORS AND MAKE ADJUSTMENTS AS NECESSARY TO PROVIDE COMPLETE SYSTEM AT NO ADDITIONAL COST TO THE OWNER. 31. ALL SPRINKLER HEADS SHALL BE WHITE QUICK RESPONSE TYPE. 32. CONTRACTOR SHALL PERFORM FLOW TEST AT ALL PROJECT SITE HYDRANTS. 33. PROVIDE CONCEALED PENDANT SPRINKLER HEADS AND ALL "COMMON AREA" LOCATIONS. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 202T FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF PURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION. REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL . N01SS�'%,, 04- 30 31V1s - N :•�6 cg8 �•� �a 3��J ' � S N •'' .� � . W411N� SCOEf;T�L5�\P.E. FL. LIC. 86539 EXP. 02-28-2023 U A .: € iss �I.Ais r a�oN� � YZOM7N CN q IL Z' � s z Z O w w x I- I z O H a 0 W w 0 Z O w w Q 0 ar- N M "t LO CO tL (V O N U) ti W N co F_ 0 LU Z Q J W Z rWn V Z Q Z U W Z 0 (D 0 Z Q Z 00 0 &m ~ m m zZ Q � U)C o M U 0 O G �� O Z I- rj)-j W Z_j MI T.-O W > CL 0)a = J U) Q CD N a PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: F.POO 0 Z:\Furr Wegman & Banks Architects\211036 - Healthier Stay Pasco Dormitory\Design\211036 FPOOO.dwg, August 27, 2021 3:57 PM, SHAWN JEFFREY, ........................ ...... ..,..... ....._,................ ....... .. ,. __ ....__ . .........:.. ..... _........ _ ..... .::............,, ...... FIRE PROTEC SCALE: 1 /8"=1 r-0" -I_I_<_ —LLLL — L L 1 — L L _L —L LIGHT HAZARD DESIGN AREA MINIMUM DESIGN DENSITY = 0.10 GPM / SQ. FT. ORDINARY HAZARD GROUP I DESIGN AREA MINIMUM DESIGN DENSITY = 0.15 GPM / SQ. FT. NFPA 13R "RESIDENCES" MINIMUM DESIGN DENSITY = 0.05 GPM / SQ. FT. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH.863.688.1211 0 COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS. PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING 6 AUTHORED WITHOUT SPE(RC WRITTEN PERM69ON. ALL WW FPjERVED. ROBERT ////// , •0CENS� O? * No. 86539 l .p STATE OF SCdfoT% 6�Sbly, P.E. FL. UC. 86539 EXP. 02-28-2023 Z "<le .:. �.pw � U r a � d zgM�rl pea s CL ro E per, 2 J Z O 1-- w w V) U) 2 H I Z O H U U) w Z O D) w w ❑ aCV In "t Ln Co ti CV O N ti N 00 O W a 0 Z J O O LL w H w (D o U- Z z Z J- O O_ — U J W ZF z UZ � o O W �-j O 2 C o o _ O= w rna U) LL (n Q w N d PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: FP101 Z:\Furr Wegman & Banks Archhects\211036 - Healthier Stay Pasoo Dormitory\Design\211036 FP101 - FP103.dwg, August 27, 2021 3:57 PM, SHAWN JEFFREY, -I-I-I -LLLL -LLLL - L L L —LLL LIGHT HAZARD DESIGN AREA MINIMUM DESIGN DENSITY = 0.10 GPM / SQ. FT. ORDINARY HAZARD GROUP I DESIGN AREA MINIMUM DESIGN DENSITY = 0.15 GPM / SQ. FT. NFPA 13R "RESIDENCES" MINIMUM DESIGN DENSITY = 0.05 GPM / SQ. FT. F f FIRE PROTECTION SECOND SCALE: 1 /8'4-0" FLOOR PLAN = Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W.FWBARCHITECTS.COM PH.863.688.1211 ® COPYRIGHT 2021 PAR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION. REVISION OR REUSE OF THIS DRAWING 6 AUTHORED WITHOUT SPECIFIC WRITTEN PERMISSION. VED. �10BERT NSF• h� No. 86539 �= ST TE OF \; ,?�''•31F,I�y ZdZ( •• F SCO6 ROWAEUSblJ,\\P.E. FL. L1C. 86539 EXP. 02-28-2023 U x w � OJM�4 .�'.` C1 jyly j;1: yg d = J CIS 5zk;M [ 4 x J Z O H w w U) D 17 Z O INNL 6f. U w 0 Z O w w 0 r N O N ti N 00 O W Q Z Q J I� O O J LL U) 0 Z Z W O D U C� o w v) z o Z Z 0 O J0 �� U Z U) 7 L �w o O M 0 U O 2 W L` o ^ {., cc a = LL U)Q cc N (L PROJ MGR: CKD BY: RR/ SJ SN JOB NUMBER: 21-19 SHEET NUMBER: FP102 Z:\Furr Wegman & Banks Archi[ects\211036 - Healthier Stay Pasco Dormitory\Design\211036 FP101 - FP103.dwg, August 27, 2021 3:58 PM, SHAWN JEFFREY, FIRE PROTECTION THIRD FLOOR PLAN — 1 1 L_ —L-L L -LLLL L- L- _L LL LIGHT HAZARD DESIGN AREA MINIMUM DESIGN DENSITY = 0.10 GPM / SQ. FT. ORDINARY HAZARD GROUP I DESIGN AREA MINIMUM DESIGN DENSITY 0.15GPM /SQ. Fr. NFPA 13R "RESIDENCES" MINIMUM DESIGN DENSITY = 0.05 GPM / SQ. FT. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@ FWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH.863.688.1211 O COPYRIGHT 202T FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR RFUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PER&QMN. Fl`r0 _ No. 86539 3ST ,TE OF Z62- ( �� S G , NAL EN SC8S/Q ,���`, T 'ROBERT iNRC N, P.E. FL. IJC. 86539 EXP. 02-28-2023 � 'M m tj own) A 00 V W v Emil .£..i lot J z O w w z O a w U LLI 0 z O LLJ LJJ h Q 0 QN Ih et In co r— N O N ti N O O W Q Z J O 0 H ILL z W D C� O = z 0 z Z 00 OU O J� w z I— z �Z � o O W �-j O (d O cp J O W 2� m < (n �- W U) = ILL V J Q o W co n. PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: F P 1031 Z:\FurrWegman & Banks Archkects\211036 - Healthier Stay Pasco Dormftory0esign\211036 FP101 - FP103.dwg, August 27, 2021 3:58 PM, SHAWN JEFFREY, 171 BOTTOM OF ROOF OR FLOOR DECK cV UPRIGHT BRASS SPRINKLER SPRINKLER HEAD 1" NIPPLE BRANCH LINE UPRIGHT SPRINKLER HEAD DETAIL NOT TO SCALE 1" SCH. 40 ARMOVER 1" NIPPLE REDUCER BASE BASKET CEILING SPRINKLER HEAD COVER PLATE ASSEMBLY CONCEALED PENDENT SPRINKLER HEAD DETAIL NOT TO SCALE DROP NIPPLE )UCER GYPSUM BOARD C00 RECESSED WHITE ESCUTCHEON WHITE FRICTION PLATE ATTACHE( PIPE. (HOLDS ESCUTCHEON IN GLASS SEMI —RECESSED SPRINKLER HEAD DETAILNOT ,aSCALE I CONTINUOUS THREADED ROD JUSTABLE HANGER (FM/UL APPROVED) 1" SCH. 40 NIPPLE 1" SCH. 40 ARMOVER REDUCER BASE BASKET CEILING 12" MAX, I j 12" MAX• I WHITE RECESSED SPRINKLER HEAD SPRINKLER ARMOVER DETAIL NOT TO SCALE System No. W—L-1054 F Ratings — 1 and 2 Hr (See Items 1 and 3) T Rating — 0 Hr L Rating At Ambient — Less Than 1 CFM/Sq Ft L Rating At 400 F — 4 CFM/Sq Ft SECTION a -a 10R 2 HOUR FIRE RATE WALL PIPI BLAZEMASTER 2000 PIPE SDR 13.5 (ASTM F442) HANGER SPACING NOMINAL PIPE SIZE MAXIMUM SPACING 3/4" 5'-6" 1" 6'-0" 1-1/4- 6'-6" 1-1/2" 7'-0" 2" 8'-0" 2-1/2" 9'-0" 3" 10'-0" 111 FIRE RISER TO FIRE ALARM SYSTEM INDICATING TYPE FLOOR CONTROL VALVE W/ SUPERVISORY SWITCH TAMPER SWITCH WATERFLOW SWITCH FEED MAIN CM WILKINS PRV ZW127-3FC OR EQUAL TEST VALVE SIGHT GLASS SECTIONAL DRAIN I VALVE UNION W/ CORROSION RESISTANT ORIFICE GIVING -FLOW EQUIVALENT TO THE SMALLEST SPRINKLER .ORIFICE IN THE SYSTEM TO DRAIN (TYPICAL AT EACH FLOOR IN SPRINKLER RISERS) (INSPECTOR'S TEST (TYPICAL) NOT TO SCALE 1. Wall Assembly -- The 1 or 2 hr fire —rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw —attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than item is installed in the opening, a 2 to 3 the diam of the penetrating item such that, when the penetrating p g, in. clearance is present between the penetrating item and the framing on all four sides. B. Gypsum Board* -- 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. for steel stud walls. Max diam of opening is 14-1/2 in. for wood stud walls. The F Rating of the firestop system is equal to the fire rating of the wall assembly. 2. Through —Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. Pipe may be installed with continuous point contact. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe -- Nom 30 in diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe -- Nom 30 in. diam (or smaller) cast or ductile iron pipe. C. Conduit -- Nom 4 in diam (or smaller) steel electrical metallic tubing or 6 in. diam steel conduit. D. Copper Tubing -- Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe -- Nom 6 in. diam (or smaller) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* -- Sealant -- Min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. diam bead of fill material shall be applied at the pipe wall interface on both surfaces of wall. (HILTI CONSTRUCTION CHEMICALS, DIV OF HILT] INC -- FS—One Sealant) *Bearing the UL Classification Mark NG PENTRATION DETAIL MAXIMUM END LINE TABLE 1 SUPPORT SPACING DISTANCE SPRINKLER HEAD DROP ELBOW PIPE SIZE SYSTEM PRESSURE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 9" 6" 1" 12" 9" 1-1/4" 16" 12" 1-1 /2"-3" 24" 12" MAXIMUM INLINE TABLE 2 SUPPORT SPACING DISTANCE SPRINKLER HEAD DROP TEE PIPE SIZE SYSTEM PRESSURE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 4'-0" 3'-0" 1 " 4'-0" 4'-0" 1-1/4" 4'-0" 5'-0" 1-1 /2"-3" 4'-0" 7'-0" CPVC HANGER SPACING SCHEDULE NOT TO SCALE TO \NCH LINE LAY —IN CEILING RECESSED CHROME — ESCUTCHEON QUICK RESPONSE BULB SPRINKLER HEAD 1" DROP NIPPLE REDUCER FRICTION PLATE ATTACHED TO SPRINKLER PIPE. (HOLDS ESCUTCHEON IN PLACE). RETURN BEND SPRINKLER HEAD DETAILNOT TO SCALE I UPPER FLOOR a�°arc° ° °° ° ° $°°e a °° ° °° ° d 4.0 A ° ° 14 ° ° ° ° ° / °° ° ° ° ° w ° ° CONTINUOUS ALL THREAD ROD SUSPENDm FROM PARKING STRUCTURE WALL MOUNTED N EXTERIOR 120 V ELECTRIC BELL�_4'0 ADJUSTABLE CLEVIS HANGER (TYPICAL) 6' FIRE SUPPLY TO SYSTEM WATERFLOW ALARM SWITCH WITH PADDLE AND COVER UL/FM APPROVED OYMCAL) 300 PSI WATER (TYPICAL) PRESSURE GAUGE _ 6' CHECK VALVE WITH ALL ACCESSORIES (TYPICAL) — DRAIN VALVE (TYPICAL) (NORMALLY CLOSED) TEST AND DRAIN VALVE ASSEMBLY (NORMALLY SEr TO DRAIN) (MICAL-) Z' TEST AND DRAIN PIPE (TYPICAL) — 6' BUTTERFLY VALVE WITH TAMPER SWITCH OYPICA-) GROUND FLOOR A° ° A V ° d ° ° ° ° ° ° ° ° ° ° ° ° .0 ° ° °°° A.0 A°° A A A ° a� ° A°° ° A ° ° ° A°° ° A° °7 �$°a v� ° ° °°° av °°a °A A°AAA°d°°�°A° A° ° A° A A° °°p °A°w� d° ., W °°V�/�4F $ °°a°° ° 1—III—� 1—I I I—III—� _d LAM-L�� Lid Ll �lI�� I II NOTE O1 SPRINKLER CONTRACTOR SHALL CERTIFY FIRE SPRINKLER VALVES AND RISER ASSEMBLY. I WET PIPE FIRE RISER DETAIL ,,)T Tr) «. Furr, Wegman Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W.FW BARCH ITECTS.COM PH. 863.688.1211 0 COPYRIGHT2O21 FURR, WEGMAN 6 BANKS ARCHITECTS. PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REW SIGN OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WIUR N PERMESION. A< CENS� 0� =`* No. 86539 R, srriE OF SCOT�'RU0f' it rkSK P.E. FL. UC. 86539 EXP. 02-28-2023 U w MOOD y ym, M I m I EL c NN ZOM�g 1 mN2O< S ca E x J Z 0 w w = C0 U) _ H z 0 n. U w z 0 U) w W Q aCV Ch 0 CD n ,r N O N N DD 0 Q 0 rn (n Z J_ W Q � 0 W 0 Z o Z Z J_j O O F_ J� WU)ZF_ o C/)Z W O� �� o CL 1:U)J _ W �_ 0� m Q U) �- W > LL w Q N a PROJ MGR: CKD BY: RR/SJ SN JOB NUMBER: 21-19 SHEET NUMBER: FP401 Z:\Furr Wegman & Banks Archkects\211036 - Healthier Stay Pasco Dormttory\Design\211036 FP401.dwg, August 27, 2021 3:68 PM, SHAWN JEFFREY, COMMUNICATIONS LEGEND 0 WALL MOUNTED TELEPHONE OUTLET. UON CENTERLINE MOUNTED 18" AFF 0 WALL MOUNTED DATA COMMUNICATION OUTLET. LION CENTERLINE MOUNTED 18" AFF M FLOOR MOUNTED COMMUNICATION OUTLET ® POWER/DATA COMMUNICATION POLE AS INDICATED. WITH (2) 20A 120V DUPLEX RECEPTACLES. ® COMMUNICATION EQUIPMENT RACK, SEE SPECIFICATIONS. FIRE ALARM LEGEND © PULL STATION. LION CENTERLINE MOUNTED 48" AFF. 0.1 HORN CENTERLINE MOUNTED 80' AFF OR 6' BELOW CEILING, WHICHEVER IS LOWER. ® STROBE. MOUNTED 80" AFF OR 6' BELOW CEILING WHICHEVER IS LOWER EN HORN/STROBE. MOUNTED 80" AFF OR 6" BELOW CEILING WHICHEVER IS LOWER CHIME/STROBE. MOUNTED 80' AFF OR 6' BELOW CEILING 100 WHICHEVER IS LOWER Q HEAT DETECTOR CEILING MOUNTED Q SMOKE DETECTOR CEILING MOUNTED DUCT MOUNTED SMOKE DETECTOR r FIRE ALARM CONTROL PANEL FCP UON MOUNT TOP OF ENCLOSURE 72' AFF. FIRE ALARM POWER SUPPLY. NAC UON MOUNT TOP OF ENCLOSURE 72' AFF. F1RE ALARM SYSTEM REMOTE ANNUNCIATOR. �H UON MOUNT TOP OF ENCLOSURE 66" AFF. FLOW SWITCH TAMPER SWITCH ® SHUT -DOWN RELAY MAGNETIC DOOR HOLDER REMOTE ALARM INDICATOR WITH TEST SWITCH. FLUSH ® CEILING MOUNTED. (WALL MOUNTED, CENTER LINE 48' AFF IN MECHANICAL ROOMS), HALON CONTROL PANEL HCP UON MOUNT TOP OF ENCLOSURE 66" AFF FIRE ALARM TRANSPONDER ® LION MOUNT TOP OF ENCLOSURE 66' AFF (� FIRE SERVICE JACK l� LION CENTERLINE MOUNTED 48" AFF MH FIRE SERVICE HANDSET UON CENTERLINE MOUNTED 48" AFF IFIRE DAMPER (FURNISHED UNDER DIV. 15.) TSMOKE DAMPER (FURNISHED UNDER DIV. 15) FIRE SMOKE DAMPER. (FURNISHED UNDER DIV. 15.) POWER LEGEND HOMERUN TO PANEL INDICATED (CONCEALED). MINIMUM 3/4"C, UNLESS OTHERWISE NOTED PROVIDE #12 CONDUCTORS AS REQUIRED BY NUMBER OF CIRCUITS SHOWN. INCLUDE #12 GROUND AND #12 NEUTRAL CONDUCTORS. FOR HOMERUNS EXCEEDING 100' IN LENGTH PROVIDE #10 CONDUCTORS IN LIEU OF #12 AS INDICATED ABOVE. THERE SHALL BE A MAXIMUM OF 3 BRANCH CIRCUITS PER HOMERUN (AS INDICATED ON PLANS). TEXT SHOWN BY HOMERUN INDICATES PANELBOARD DESIGNATION AND CIRCUIT NUMBER(S). CONDUIT CONCEALED IN WALL OR ABOVE CEILING SPACE. UNLESS OTHERWISE NOTED PROVIDE #12 CONDUCTORS AS REQUIRED BY NUMBER OF CIRCUITS SHOWN. INCLUDE #12 GROUND AND #12 NEUTRAL. MINIMUM 1/2"C. UNDERGROUND CONDUIT OR BELOW SLAB. UNLESS OTHERWISE NOTED PROVIDE #12 CONDUCTORS AS REQUIRED BY NUMBER OF CIRCUITS SHOWN. INCLUDE #12 GROUND AND #12 NEUTRAL MINIMUM 3/4"C. - - - - - - EXISTING CONDUIT. AS INDICATED. P UNDERGROUND POWER DUCT BANK. AS INDICATED. C UNDERGROUND COMMUNICATIONS DUCT BANK. AS INDICATED. -OH- OVERHEAD LINE. AS INDICATED. MH MANHOLE. SEE SPECIFICATIONS. HAND HOLE. SEE SPECIFICATIONS. CEILING OR WALL MOUNTED JUNCTION BOX. LION SIZE AS REQUIRED BY NEC. Q FLOOR MOUNTED JUNCTION BOX. LION SIZE AS REQUIRED BY NEC. MOTOR. AS INDICATED. ® TRANSIENT VOLTAGE SURGE SUPPRESSION AS INDICATED SINGLE PUSHBUTTON. LION CENTERLINE MOUNTED 48' AFF PP PUSH PLATE. LION CENTERLINE MOUNTED 48" AFF 995- 480/277V, PANELBOARD. G 208/12OV, PANELBOARD. 208/12OV, DISTRIBUTION PANELBOARD. 480/277V, DISTRIBUT10N PANELBOARD. c5 MISCELLANEOUS PANELBOARD. AS INDICATED. FTI DRY TYPE TRANSFORMER. AS INDICATED. HEAVY DUTY DISCONNECT SWITCH, NON FUSIBLE. SEE SPECIFICATIONS. UON MOUNT TOP OF ENCLOSURE 66' AFF 1, HEAVY DUTY FUSIBLE DISCONNECT SWITCH. FUSED AS INDICATED ON PLANS. SEE SPECIFICATIONS. UON MOUNT TOP OF ENCLOSURE 66" AFF. a, HEAVY DUTY FUSIBLE COMBINATION STARTER/DISCONNECT SWITCH. SEE SPECIFICATIONS. UON MOUNT TOP OF ENCLOSURE 66' AFF. 8 MAGNETIC MOTOR STARTER. LION MOUNT TOP OF ENCLOSURE 66' AFF. SEE SPECIFICATIONS. ® VARIABLE FREQUENCY DRIVE AS INDICATED. UON MOUNT TOP OF ENCLOSURE 72' AFF ENCLOSED CIRCUIT BREAKER. AS INDICATED. SINGLE RECEPTACLE. 20A 120V UON CENTERLINE MOUNTED 18H AFF DUPLEX RECEPTACLE, 20A 120V LION CENTERLINE MOUNTED 18" AFF DUPLEX RECEPTACLE. 20A 120V UON CENTERLINE MOUNTED 42" AFF 50A 10 240V RECEPTACLE. UON CENTERLINE MOUNTED 18" AFF DOUBLE DUPLEX RECEPTACLE OUTLET. 20A 120V UON CENTERLINE MOUNTED 18' AFF. DOUBLE DUPLEX RECEPTACLE OUTLET. 20A 120V UON CENTERLINE MOUNTED 42' AFF. 9 SPLIT RECEPTACLE. 20A 120V LION CENTERLINE MOUNTED 18" AFF CONTROLLED DUPLEX RECEPTACLE. 20A 120V LION CENTERLINE MOUNTED 18" AFF CONTROLLED QUAD RECEPTACLE OUTLET. 20A 120V LION CENTERLINE MOUNTED 18" AFF. 2 CONTROLLED DUPLEX RECEPTACLE OUTLET. 20A 120V UON CENTERLINE MOUNTED 42" AFF CONTROLLED QUAD RECEPTACLE OUTLET, 20A 120V LION CENTERLINE MOUNTED 42" AFF. PP CEILING MOUNTED POWER PACK FOR RECEPTACLES. SEE SPECIFICATIONS ® CEILING MOUNTED LOW VOLTAGE OCCUPANCY SENSOR. SEE SPECIFICATIONS 0 SPECIAL RECEPTACLE, AS INDICATED. UON CENTERLINE MOUNTED 18" AFF. ® FLOOR MOUNTED DUPLEX RECEPTACLE. ® FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE. FLOOR MOUNTED COMBINATION (20A 120V) DUPLEX RECEPTACLE/DATA COMMUNICATION OUTLET. FLOOR MOUTNED COMBINATION (20A 120V) DOUBLE DUPLEX 0 RECEPTACLE/DATA COMMUNICATION OUTLET. PfFMULTI OUTLET STRIP OR POWER/DATA COMMUNICATION RACEWAY AS INDICATED. IBI JBIBUSWAY. SEE SPECIFICATIONS. DUCT HEATER. (FURNISHED UNDER DIV. 15). (WIRED UNDER DIVISION 16). $M MOTOR STARTING SWITCH - UON CENTERLINE MOUNTED 48" AFF LIGHTING LEGEND A a 1 a CEILING MTD. 2'x4' LIGHT FIXTURE (SEE SCHEDULE) A�a Aaa CEILING MOUNTED 2'x2' LIGHT FIXTURE (SEE SCHEDULE) A 0 a CEILING MOUNTED LIGHT FIXTURE (SEE SCHEDULE) 1 a WALL MOUNTED LIGHT FIXTURE (SEE SCHEDULE) AO a CEILING MOUNTED LIGHT FIXTURE (SEE SCHEDULE) A Q ° WALL MOUNTED LIGHT FIXTURE (SEE SCHEDULE) A ❑ a CEILING MOUNTED LIGHT FIXTURE (SEE SCHEDULE) A 4 a WALL MOUNTED LIGHT FIXTURE (SEE SCHEDULE) 1 f -0- a FLUORESCENT STRIP (SEE SCHEDULE) A *_0 POLE MOUNTED LUMINAIRE (SEE SCHEDULE) AQ-0-0 2 HEAD POLE MOUNTED LIGHT FIXTURE (SEE SCHEDULE) 1 A40 3 HEAD POLE MOUNTED LIGHT FIXTURE (SEE SCHEDULE) - 1 A -4 HEAD POLE MOUNTED LIGHT FIXTURE (SEE SCHEDULE) 1 A EXIT SIGN. SINGLE OR DOUBLE FACE (SEE SCHEDULE) A EMERGENCY LIGHTING FIXTURE WITH BATTERY BACK-UP (SEE SCHEDULE) A v v S L a TRACK LIGHT. NUMBER OF HEADS AS SHOWN (SEE SCHEDULE). LIGHTING CONTROLS a SINGLE POLE SWITCH 20A 120/277V LION CENTERLINE MOUNTED 48' AFF M K K: KEY TYPE M: MOTOR RATED $3 THREE WAY 20A 120/277V SWITCH - UON CENTERLINE MOUNTED 48' AFF 4 FOUR WAY WALL MOUNTED SWITCH - LION CENTERLINE MOUNTED 48" AFF D DIMMER SWITCH - LION CENTERLINE MOUNTED 48' AFF TIME SWITCH AS INDICATED. UON MOUNT TOP OF ENCLOSURE 66" AFF DD CEILING MOUNTED DAYLIGHT DIMMING OCCUPANCY SENSOR, SEE SPECIFICATIONS Os CEILING MOUNTED OCCUPANCY SENSOR. SEE SPECIFICATIONS Ds WALL MOUNTED OCCUPANCY SENSOR. UON CENTERLINE MOUNTED 48" AFF SEE SPECIFICATIONS. WALL MOUNTED DIMMING OCCUPANCY SENSOR/MANUAL DAYLIGHT DIMMING CONTROL. UON CENTERLINE MOUNTED 48" AFF SEE SPECIFICATIONS. SECURITY LEGEND Fs-Ec-1 SECURITY PANEL LION CENTERLINE MOUNT TOP OF ENCLOSURE 72" AFF. CR CARD READER. UON CENTERLINE MOUNTED 48" AFF. -PROVIDE COMMUNICATIONS CONDUIT KP KEY PAD. UON CENTERLINE MOUNTED 48' AFF. -PROVIDE COMMUNICATIONS CONDUIT -PROVIDE POWER CONDUIT ML MAGNETIC LOCK. MOUNTED ON DOOR FRAME. -PROVIDE COMMNUNICATIONS CONDUIT -PROVIDE POWER CONDUIT Es ELECTRIC STRIKE. MOUNTED ON DOOR. -PROVIDE COMMNUNICATIONS CONDUIT -PROVIDE POWER CONDUIT ® DOOR CONTACT. MOUNTED ON DOOR FRAME. -PROVIDE COMMNUNICATIONS CONDUIT -PROVIDE POWER CONDUIT Ps POWER SUPPLY. LION MOUNT TOP OF ENCLOSURE 66" AFF. -PROVIDE POWER CONDUIT @ PUSH BUTTON. LION CENTERLINE MOUNTED 48' AFF. -PROVIDE COMMUNICATIONS CONDUIT MOTION DETECTOR. WALL MOUNTED CENTERLINE 6" BELOW CEILING. -PROVIDE COMMUNICATIONS CONDUIT ® INTERFACE ADDRESSABLE MODULE -PROVIDE COMMUNICATIONS CONDUIT SECURITY CAMERA -PROVIDE COMMUNICATIONS CONDUIT -PROVIDE POWER CONDUIT ELECTRIC NOTES 1. CONTRACTOR SHALL BE QUALIFIED TO PERFORM THE WORK SPECIFIED HEREIN AND SHALL BE REGISTERED OR LICENSED IN ACCORDANCE WITH THE LOCAL JURISDICTION REQUIREMENTS. 2. CONTRACTOR SHALL PROVIDE FOR AND ACQUIRE ALL NECESSARY PERMIT(S) AND INSPECTIONS AS MAY BE REQUIRED BY THE AUTHORITY(IES) HAVING JURISDICTION. 3. INSTALLATION SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE APPLICABLE CODES IN FORCE OR ADOPTED BY THE AUTHORITIES HAVING JURISDICTION. 4. NO CHANGE ORDERS - THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR NECESSARY FOR THE INSTALLATION OF A COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEM MEETING THE INTENDED PURPOSE OF THE PROJECT. 5. THE CONTRACTOR SHALL MAKE A THOROUGH EXAMINATION OF THE SITE CONDITIONS AND CONTRACT DOCUMENTS. 6. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITIES FOR METERING, TRANSFORMER AND SERVICE CONNECTION REQUIREMENTS. 7. CONDUIT SHALL BE INSTALLED CONCEALED OR RECESSED IN A NEAT AND WORKMANLIKE MANNER. ALL CONDUIT SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING LINES UNLESS OTHERWISE APPROVED BY OWNER. EXPOSED CONDUIT ON EXTERIOR WALLS OF FINISHED WALLS IS PROHIBITED UNLESS OTHERWISE REVIEWED AND APPROVED BY OWNER. 8. CONDUrr SHALL BE EMT AND FITTINGS SHALL BE STEEL. FOR UNDERGROUND AND UNDER SLAB INSTALLATIONS, CONDUIT SHALL BE PVC OR IMC W/AN ASPHALTIC OR OTHER APPROVED CORROSION INHIBITING COATING. 9. TO LIMIT WATER INTRUSION, SEAL ALL CONDUITS WHERE THE CONDUIT CONNECTS AN INTERIOR CONDUIT BODY TO AN EXTERIOR CONDUIT BODY OR LUMINAIRE. 10. PROVIDE AN INDEPENDENT MEANS OF SUPPORT FOR CONDUIT INSTALLED ABOVE A CEILING WHERE THEY ARE DISTINGUISHABLE BY COLOR, TAGGING OR OTHER EFFECTIVE MEANS, THE CEILING SUPPORT SYSTEM SHALL BE PERMITTED TO SUPPORT BRANCH CIRCUrr WIRING WHERE INSTALLED IN ACCORDANCE WITH THE CEILING MANUFACTURER'S INSTRUCTIONS. 11. PROVIDE AN INSULATED THROAT FITTING OR PLASTIC BUSHING FOR ALL 1' AND LARGER CONDUIT TERMINATIONS IN PANEL BOARDS, LOAD CENTERS, WIREWAYS AND DISCONNECT SWITCHES. 12. PROVIDE GROUNDING BUSHINGS FOR ANY CONDUIT TERMINATIONS AT ECCENTRIC AND CONCENTRIC KNOCKOUTS IN DISCONNECTS, PANELBOARDS AND LOAD CENTERS OR WHEN REDUCING WASHERS ARE USED. BOND ALL JUNCTION AND PULL BOXES TO GROUND. 13. WIRE CABLES SHALL BE COPPER OR ALUMINUM AS ALLOWED BY CODE AND LISTED FRO THE INTENDED USE AND ENVIRONMENT. AMPACMES ARE CALCULATED USING THE 75'C COLUMN. 14. REFER TO BRANCH CIRCUIT SCHEDULE FOR MAXIMUM LENGTHS OF CONDUCTOR SIZE FOR HOMERUNS. 15. ALL WIRING DEVICES SHALL BE TERMINATED AT THE SCREW IN A CLOCKWISE DIRECTION. THE PUSH -IN TERMINATIONS SHALL NOT BE USED. 16, VERIFY DOOR SWINGS AND BACKSPLASH HEIGHTS AT ROUGH IN. 17. STAGGER WALL BOXES IN ALL WALLS BY AT LEAST ONE STUD FOR SOUND ATTENUATION. APPLY NECESSARY FIRE PROOFING OR SOUND INSULATION AS REQUIRED OR AS LISTED ON ARCHITECTURAL PLANS. 18. PROVIDE A TYPED PANEL SCHEDULE REFLECTING INSTALLED CONDITIONS FOR ALL PANEL BOARDS WITH "SPACE' OR 'SPARE' PERMANENTLY WRITTEN. 19. SUPPORT WIRES FOR ELECTRICAL EQUIPMENT SHALL BE FASTENED AT BOTH ENDS SO AS TO BE TAUT. INSTALLATION OF ELECTRICAL CABLES AND CONDUIT SHALL BE SUCH THAT UNDULATIONS ARE KEPT TO A MINIMUM. 20. "TYPICAL' NOTES APPLY TO ALL SIMILAR SITUATIONS. 21. PERMANENTLY LABEL ALL JUNCTION BOX COVERS WITH CIRCUITS DESIGNATION (SOURCE, PHASE, ETC.) CONTAINED WITHIN. 22. AT CONCLUSION OF PROJECT, PROVIDE OPERATING, INSTALLA11ON INSTRUCTIONS, AND WARRANTY DOCUMENTS TO THE OWNER FOR ALL INSTALLED EQUIPMENT. OPERATING, INSTALLATION, AND WARRANTY DOCUMENTS SHALL BE BOUND TOGETHER WITH INDEX INDICATING WHERE TO FIND INFORMATION ON THE VARIOUS EQUIPMENT. 23. PROVIDE THE APPROPRIATE FIRE STOP SYSTEM AND/OR FIRE CAULK AT ANY PENETRATION BETWEEN RATED ASSEMBLIES. 24. CONDUIT TERMINATION AT NEMA3R ENCLOSURES SHALL BE WITH MYERS HUBS FOR TOP PENETRATIONS AND LIQUID TIGHT SEALING RINGS OR SEALING LOCKNUTS FOR SIDE PENETRATIONS. 25. FOR ALL LED LUMINAIRES, PERMANENTLY MARK EACH FIXTURE 'WITH TAG , MANUFACTURER, MODEL NUMBER, INSTALLATION DATE, INSTALLING CONTRA TOR AND LENGTH OF MANUFACTURER'S WARRANTY. 26. COORDINATE INSTALLATION OF RECEPTACLES SHOWN ADJACENT TO MILLWORK WITH ARCHITECTURAL ELEVATIONS SO THEY ARE ACCESSIBLE. LOCATIONS SHOWN ON PLAN ARE DIAGRAMMATIC. 27. INSTALL ELECTRICAL HARDWARE SUPPORTING ELECTRICAL FED AND OTHER EQUIPMENT IN ACCORDANCE WITH THE WEIGHT REQUIREMENTS OF THE EQUIPMENT, FIXTURE, APPLIANCE, ETC. 28.INSTALL ELECTRICAL HARDWARE SUPPORTING ELECTRICAL FED AND OTHER EQUIPMENT IN ACCORDANCE WITH THE WEIGHT REQUIREMENTS OF THE EQUIPMENT, FIXTURE, APPLIANCE, ETC. 29. ALL CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS. 120/208V 277/480V PHASE A BLACK BROWN PHASE B RED ORANGE PHASE C BLUE YELLOW - ALL DEVICES ARE WHITE W/PLASTIC COVERS UON. - ALL SWITCHES & ABOVE COUNTER DEVICES ARE 0 48" TOB - ALL RECEPTACLES & DATA OUTLETS ARE 0 20' TOB - A DIFFERENT MOUNTING HEIGHT IS 0 TOB - EXTERIOR RECEPTACLES ARE GFCI AND WEATHER RESISTANT. - ALL RECEPTACLES SERVICING LOCATIONS ACCESSIBLE TO CHILDREN SHALL BE TAMPER RESISTANT. E000 LEGEND, ABBREVIATIONS AND GENERAL NOTES E001 ELECTRICAL SITE PLAN E101 LIGHTING FIRST FLOOR PLAN E102 LIGHTING SECOND FLOOR PLAN E103 LIGHTING THIRD FLOOR PLAN E201 POWER AND SYSTEMS FIRST FLOOR PLAN E202 POWER AND SYSTEMS SECOND FLOOR PLAN E203 POWER AND SYSTEMS THIRD FLOOR PLAN E204 POWER AND SYSTEMS ROOF PLAN E300 ELECTRICAL UNIT LAYOUTS AND DETAILS E301 RISER DIAGRAM AND SCHEDULES A AMPERE AC ABOVE COUNTER AF AMPERE FRAME AFCI ARC FAULT CIRCUIT INTERRUPTER AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AIC AMPERAGE INTERRUPTING CAPACITY AL ALUMINUM ATS AUTOMATIC TRANSFER SWITCH AV AUDIO VISUAL AWG AMERICAN WIRE GAUGE BOB BOTTOM OF BOX C CONDUIT CAT CATEGORY CB CIRCUIT BREAKER CH CHILLER CKT CIRCUIT CL CENTER LINE CLG CEILING COB CENTER OF BOX CU COPPER DEG DEGREE DS DISCONNECT SWITCH EG EQUIPMENT GROUND BAR EC ELECTRICAL CONTRACTOR EF EXHAUST FAN EM EMERGENCY EMT ELECTRICAL METAWC TUBING ENCL ENCLOSURE EWH ELECTRIC WATER HEATER EX EXISTING FA FIRE ALARM FBO FURNISHED BY OTHERS FCP FIRE ALARM CONTROL PANEL FCC FIRE CONTROL CENTER FATC FIRE ALARM TERMINAL CABINET FO FIBER OPTIC GFIC GROUND FAULT CIRCUrr INTERRUPTER G GROUND HOA HAND -OFF -AUTOMATIC HACR HEATING AIR CONDITIONING RATED HPF HIGH WER FACTOR HP HORSEPOWER HPS HIGH PRESSURE SODIUM IG ISOLATED GROUND IPTV INTERNET PROTOCOL TELEVISION J, JB JUNCTION BOX KCMIL THOUSAND CIRCULAR MILLS kVA KILOVOLT AMPERER kW KILOWATT MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDU A/V & WIFI CABINET MDP MAIN DISTRIBUTION PANEL MLO MAINT LUGS ONLY MTD MOUNTED MTS MANUAL TRANSFER SWITCH MW MICROWAVE NA NOT APPLICABLE NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUF. ASSOC. NF NON FUSED NFPA NATIONAL FIRE PROTECTION ASSOCIA11ON NIC NOT IN CONTRACT NL NIGHT LIGHT NO NORMALLY OPEN NTE NOT TO EXCEED PB PUSHBUTTON PC PHOTOCELL 0 PHASE POE POWER OVER ETHERNET P&I PROVIDE AND INSTALL PNL PANEL POTS PLAIN OLE TELEPHONE SYSTEM PVC POLY VINYL CHLORIDE RGS RIGID GALVANIZED STEEL SCA SHORT CIRCUIT AMPS SG SINGLE GANG SPD SURGE PROTECTIVE DEVICE STP SHIELDED TWISTED PAIR STR STRANDED SW SWITCH SWBD SWITCHBOARD TC TIME CLOCK TOB TOP OF BOX TP TWISTED PAIR TR TAMPER RESISTANT TS TIME SWITCH TYP TYPICAL UC UNDER COUNTER UG UNDERGROUND UH UNIT HEATER UPS UNINTERRUPTIBLE POWER SUPPLY UON UNLESS NOTED OTHERWISE VAV VARIABLE AIR VOLUME V VOLT WP WEATHERPROOF WR WEATHER RESISTANT XFMR TRANSFORMER 2G TWO GANG TV CONNECTION � 0 h EACH TV SYMBOL Q REPRESENTS PROVIDING AND INSTALLING A TERMINATED DATA/COAXIAL. AND POWER CONNECTION. THE DEVICES SHALL BE INSTALLED AT THE HEIGHT PER ARCHITECTURAL CONTRACTOR SHALL PROVIDE THE APPROPRIATE BOX AND/OR FIREPROOFING TO MAINTAIN FIRE RATING OF WALL IF APPLICABLE. Furr, Wegman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: IN FO@FW BARCHITECTS.COM W W W,FW BARCHITECTS.COM PH. 863.688.1211 O COPYRIGHT 202! PURR, WEGMAN & BANKS ARCHITECTS, PA THE' ESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHT ESERVED. fie tot �Q ;e 0 LUIS . VA JR, E. FL Lic. 5 xp 02-28-2023 a :I. Z U 12 xw CO- e d 2-.! ,. t ; J z w w U z O a� U U) w 0 z O w w U_, r N 0 N U) W00 N 0 lii z Q J � Q Ill z W z Q Z C W z O 0 z z Q 00 O J J U _J 5 m B_ ca m z E- <- Z Q z O w m D� U ® 0U_ 0,z0� �o U)� o �-- W O = C� m <t :2 W -� (0 N a PROJ MGR: CKD BY: LV RM JOB NUMBER: 21-19 SHEET NUMBER: Z\Furr Wegman & Banks Architects\211036 . Healthier Stay Pasco Dormitory\Design\211036_E000.dwg, August 27, 2021 3:49 PM, SHAWN JEFFREY, ELECTRICAL SITE PLAN X SCALE: 1 "=20`-0" Furr, egman & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W WW.FWBARCHITECTS.COM PH.863.688.1211 ® COPYRIGHT 2027 FURR, WEGMAN & BANKS ARCHITECA, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY . OF FURR. WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED YMOUTSPECIFIC WRITTEN PERMISSION. ALL RIGtU.FjSfRVED. RIM,r,�'�ii� •waor ��i No WIS G VA J , E. FL Lic. 521 28-2023 7710m��& p�9w .2S. . Hl�1 Qwv�p W Z %, wM aw`e w ' 6 • G z 0 W W 2r^ r PrV�J VJ 1 z L_0L r ll U in W Z 0 D) w w 4 Q•— 04 C'M It i L1) C0 ti r N CD C'V 00 CD F— W Q 1 J� L z 0 W J®_ F n e a F- U) 7 t♦�� L 0 —J U G � u6 o LL a w _= co W �I Wsp) y LLJ `/< CD N LL PROD MGR: 7CKDY:�RM JOB NUMBER: 21-19 SHEET NUMBER: EAft, UO 1 Z:\Furr Wegman & Banks kchitects\211036 - Healthier Stay Pasco Dormitory\Design\211036_E001.dwg, August 27, 2021 3:50 PM, SHAWN JEFFREY, GENERAL LIGHTING NOTES 1. ALL EMERGENCY LIGHTING SHALL BE SERVED FROM NEAREST LIGHTING CIRCUIT, AHEAD OF ALL SWITCHING. (U.O.N.) 2. ALL LIGHTING FIXTURES SHALL BE CEILING MOUNTED WHERE REMOTE FROM WALLS. 3. ALL STAIRWELL LIGHTING SHALL BE ON DEDICATED LIGHTING CIRCUIT. OCCUPANCY SENSORS IN STAIRWELL SHALL FAIL SAFE, SUCH THAT NON -WORKING OCCUPANCY SENSORS WILL FORCE THE LIGHTING TO REMAIN ON. 4. OCCUPANCY SENSOR LAYOUT AND DEVICE COUNTS MAY VARY DEPENDENT ON TECHNOLOGY/MANUFACTURER USED. 5. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED VIA ASTRONOMICAL 365/7 DAY TIME CLOCK WITH 10 HOUR BATTER BACK-UP AND PHOTOCELL OVERRIDE AS REQUIRED BY FBC. 6. LIGHTING CONTROL ZONES INDICATED BY LOWERCASE LETTER NEXT TO SWITCHES OR LIGHT FIXTURES SHALL BE PROVIDED. 7. ALL EXHAUST FANS SHALL BE WIRED TO LOCAL LIGHT CIRCUIT UNLESS OTHERWISE NOTED (U.O.N.). COORDINATE ALL REQUIREMENTS WITH MECHANICAL SCHEDULES. HP1-7 .�UiDC HP1-7 -' He - LIGHTING FIRST FLOOR PLAN J z O h W W 2 U) 2 h z O F- tJ l) w to z O W w W h Q t I Cd M d' U') 0 P N CD N ti N 00 W Q Q z W II ct O (D O O Z ® z O U- J m z z �Z � O 0 Z cW OG w( v� o 0 21 rna W Q > PROJ MGR: CKD BY: LV RM JOB NUMBER: 21-19 SHEET NUMBER: E 1 u'w'6'1 Z:\FurrWegmn & Banks Architec%\211036 - Healthier Stay Pasco Dormitory\Design\211036_E101 - E103.dwg, August 27, 2021 3:50 PM, SHAWN JEFFREY, i j GENERAL LIGHTING NOTES i 1. ALL EMERGENCY LIGHTING SHALL BE SERVED FROM NEAREST LIGHTING CIRCUIT, AHEAD OF ALL SWITCHING. (U.O.N.) 2. ALL LIGHTING FIXTURES SHALL BE CEILING MOUNTED WHERE REMOTE FROM WALLS. 3. ALL STAIRWELL LIGHTING SHALL BE ON DEDICATED LIGHTING CIRCUIT. OCCUPANCY SENSORS IN STAIRWELL SHALL FAIL SAFE, SUCH THAT NON -WORKING OCCUPANCY SENSORS WILL FORCE THE LIGHTING TO REMAIN ON. 4. OCCUPANCY SENSOR LAYOUT AND DEVICE COUNTS MAY VARY DEPENDENT ON TECHNOLOGY/MANUFACTURER USED. 5. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED VIA ASTRONOMICAL 365/7 DAY TIME CLOCK WITH 10 HOUR BATTER BACK-UP AND PHOTOCELL OVERRIDE AS REQUIRED BY FBC. 6. LIGHTING CONTROL ZONES INDICATED BY LOWERCASE LETTER NEXT TO j SWITCHES OR LIGHT FIXTURES SHALL BE PROVIDED. 7. ALL EXHAUST FANS SHALL BE WIRED TO LOCAL LIGHT CIRCUIT UNLESS OTHERWISE NOTED (U.O.N.). COORDINATE ALL REQUIREMENTS WITH MECHANICAL SCHEDULES. Furr, We* -%-man & banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: iNFOQFWBARCHITECTS.COM W W W.FW BARCH ITECTS.COM PH. 863.688.1211 ® COPYRIGHT: 2021 FURR, WEGMAN & RANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITI ECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING iS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS -RESERVED. VARC. Y ,.: INS;39 ° «�Ui.t qi t a q� �( 4 LUIS A JR, E. FL. Lic. 5 2-28-2023 zp 0 Ca.��rr� v3. c co z �a z 0 w w Ln z 0 a iY U w a z 0 Ln w w Q 4 r (V M ct' 4ti C4 I� N C) fV 00 W d U) CL I~ z I.19 U z J I-- U) f r z Z O M 0U_ o Z_j o w F} C _ J('0N Q_ PROD MGR: CKD BY: LVI RM JOB NUMBER: 1-19 SHEET NUMBER: SCALE: 1 /8"=1'-0" Z:\FurrWegman & Banks Architects\211036 -Healthier Stay Pasco Dormitory\Design\211036_E101 - E103.dwg, August 27, 2W1 3:50 PM, SHAWN JEFFREY, GENERAL LIGHTING NOTES 1. ALL EMERGENCY LIGHTING SHALL BE SERVED FROM NEAREST LIGHTING CIRCUIT, AHEAD OF ALL SWITCHING. (U.O.N.) 2. ALL LIGHTING FIXTURES SHALL BE CEILING MOUNTED WHERE REMOTE FROM WALLS. 3. ALL STAIRWELL LIGHTING SHALL BE ON DEDICATED LIGHTING CIRCUIT. OCCUPANCY SENSORS IN STAIRWELL SHALL FAIL SAFE, SUCH THAT NON —WORKING OCCUPANCY SENSORS WILL FORCE THE LIGHTING TO REMAIN ON. 4. OCCUPANCY SENSOR LAYOUT AND DEVICE COUNTS MAY VARY DEPENDENT ON TECHNOLOGY/MANUFACTURER USED. 5. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED VIA ASTRONOMICAL 365/7 DAY TIME CLOCK WITH 10 HOUR BATTER BACK—UP AND PHOTOCELL OVERRIDE AS REQUIRED BY FBC. 6. LIGHTING CONTROL ZONES INDICATED BY LOWERCASE LETTER . NEXT TO SWITCHES OR LIGHT FIXTURES SHALL BE PROVIDED. 7. ALL EXHAUST FANS SHALL BE WIRED TO LOCAL LIGHT CIRCUIT UNLESS OTHERWISE NOTED (U.O.N.). COORDINATE ALL REQUIREMENTS WITH MECHANICAL SCHEDULES. I LIGHTING THIRD FLOOR PLAN _ SCALE: 1/8°=1'-0" HP1-29 owl HP1-29 owl %'cA- A- I egmant & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W.FWBARCHITECTS.COM PH. 863.688.1211 ® COPYRIGHT 2M FURR, WEGMAN & BANKS ARCHTECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHBjR3fRVED. Ito ,. Ul Q: 0 LUIS G. S JR, E. FL. Lic. 5 2-28-2023 U v m C �aM m',da'I 4. o-0X` d rc E ...< i Z J z O i-- W W 2 CA U) l7I z 0 U U) W a z O U) W x W G M -t Lo (4 11- t— N O N f` N 00 C) Lij Q z Q U) H Z � W (D O O z z O LL � d � Q' i— — z Loo Z cn _, O _ 2L W > �� PROD MGR: CKD BY: LV RM JOB NUMBER: 21-19 SHEET NUMBER: Z:\Furr Wegman & Banks Architects\211036 - Healthier Stay Pasco Dormitory\Design\211036_E101 - E103.dwg, August 27, 2021 3:51 PM, SHAWN JEFFREY, 110cd POWER AND SYSTEMS FIRST FLOOR PLAN CU-3 CU-2 CU-1 NEMA 3R NEMA 3R NEMA 3R 60/2/NF 30/2/NF 30/2/NF HP1-45,47 HP1-41,43 HP1-37,39 Fl ?SED METERING R LOCATION Furr, eg an & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 C COPYRIGHT 2021 FURR, WEGMAN & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OFTHLS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIG SERVED. . Syr LUIS . V JR, E. FL. Lic. 52 2-28-2023 s w � ru pa�Ky 4�, aa-A pa, :� rwN ♦ pqG3ZOMM 00 go am p co J z O IJ w s U D z w U w z Q w w ❑ < 1 I M %! Ln (O P- T Cq N N W J d/ U— U) I— W 1 fi D Z W Q U �•R U W I! 0Z_Ai— V Pz Z rIi o ems}" y�j w M U d'w'! uj p O W=� tij z-io 2�o I W a) �C 0— } < Uj (0 N d PROD MGR: CKD BY: LV RM JOB NUMBER: 21-19 SHEET NUMBER: Z:\Furr Wegman 8 Banks Architects\211036 - Healthier Stay Pasco Dormitory\Design\211036_E201 - E204.dwg, August 27, 2021 3:52 PM, SHAWN JEFFREY, 1 i\i l/\Aim SCALE: 1 /8"=1'-0" N Uj Uj •LU 1 s • 01 LL i • �• • ' l :' r ,, . O . LV RM JOB NUMBER: 21-19 SHEET NUMBER: Z:1Furr Wegman & Banks Architec%\211036 - Healthier Stay Pasco Dormkory\Design1211036_E201 - E204.dwg, August 27, 2021 3:52 PM, SHAWN JEFFREY, -R'POWER AND SYSTEMS THIRD FLOOR PLAR SCALE: 1/8"=1'-O° J Z O 1-- W W T- co t z J F- a. U w 0 Z CD W cr W d N `°°- N 00 0 W Q CL 0 O LL U) fW� ila uJ Z Z ® O U) JJ U i- ® Z E— z � Q C%) W aLL (6 o W =F- z-j coo Q W rnLj CL C%)Q C.00 N _ d PROD MGR: CKD BY; LV RM JOB NUMBER: SHEET NUMBER: 21-1 Z:\Furr Wegman & Banks Architects\211036 - Healthier Stay Pasco Dormitory\Design\211036_E201 - E204.dwg, August 27, 2021 3:52 PM, SHAWN JEFFAEY, CU-20 " �-- • NEMA 3R 30/2/NF CU-30 - NEMA 3R 30/2/NF RTU-1 NEMA 3R 100/2/NF HP1-48.50 CU-312 X NEMA 3R • 30/2/NF I CU-212` NEMA 3R !I ELECTRICAL ROOF NOTES 1. CONTRACTOR SHALL COORDINATE WITH FINAL HVAC EQUIPMENT SELECTIONS PRIOR TO FINAL PURCHASE OF ELECTRICAL DISCONNECTS TO VERIFY REQUIREMENTS 2. ELECTRICAL CONDUIT ROUTING TO BE COORDINATED WITH REFRIGERANT LINES AND HVAC DUCT WORK Cu 2L�' L NEMA 3R 30/2/NF NEMA 3R 90T11w:7TH1��9l&19: 1 MF'l:Li70]a�wjA N�J SCALE: 1 /8A=1'-O" NEMA 3R 30/2/NF CU-2W- NEMA 3R 30/2/NF Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFOQFWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 0 COPYRIGHT 202T RJRR, WEGMAN & BANKS ARCHITECTS, PA THE. DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING S AUTHORIZED WfTHOUT SPECIHC WRITTEN PERMISSION. ALL RIG ER4ED. o* wit .jz �.s a, y� k JU ilk o 7 sit cb LUIS A �,E. FL. Uic. 5 02-28-2023 U a z� Y Z ? h � 2 V iv IiA4 J z O W W U) tfJ F-- z O d. it w 0 z O U) W w 4 N M 4 Lt7 (o I- f cv 0 N N 00 W Q z Q LL U) O z z O W 01-0 z O F- H ®zF- z .-z L O Q W M U D �� O U o 0 Co J z r- „+® —I o W V1 Q ccoN CL PROJ MGR: CKD BY: LV RM JOB NUMBER: 1-1 SHEET NUMBER: Z:\Furr Wegman & Banks Architects\211036 - Healthier Stay Pasco Dormitory\Design\211036_E201 - E204.dwg, August 27, 2021 3:53 PM, SHAWN JEFFREY, VARY BY UNIT 30/2/NF U1-22,24 TYPICAL 1 BR UNIT. 1 /4' = 1'-0' CU-1 30/2/NF EXAMPLE. MAY RA-18,20 wP-tit NOTE: PLACEMENT RECEPTACLES DUE DWELLING UNIT COMPLIANCE, NEC ATYPICAL RA BR UNIT 'UA' 'UA' luz-9 O 'UA' GIFI/ 'UA' U2-9 O rUAr U24,6 FLUSH MOUNTED PANEL ■ RA SERVICE: 1201 240 V,1N, 3W MAIN: MODEL: SUBFEED LUGS: AIC: 100A HOMELIKE OR EQUAL NO 22,000 CKT NUM DESCRIPTION CODE BREAKER BREAKER I CODE DESCRIPTION CKT NUM A P A I P 1 BEDROOMBR (LTG) #1 LTG 20 1 20 1 REC CLOTHES WASHER (NEMA 5-20R) 2 3 REFRIGERATOR REC 20 1 30 2 EQ ELECTRIC DRYER (NEMA 6-30R) 4 5 ILIVING ROOM RECPTACLES REC 20 1 1 EQ ELECTRIC DRYER (NEMA 00R) 6 7 BEDROOM/BR RECEPTACLES REC 20 1 50 2 EQ ELECTRIC RANGE 8 9 SPACE EQ ELECTRIC RANGE 10 11 SPACE SPACE 12 13 ELECTRIC MTER HEATER EQ 30 2 SPACE 14 15 ELECTRIC MTER HEATER EQ SPACE 16 17 GARG4GE DISPOSAL MTR 20 1 15 2 AC NC CU-1/AHU-1 18 19 ISPACE I AC NC CU-1/AHU-1 20 NOTE: ALL 120-VOLT, SINGLE-PHASE. 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN OMLLING UNIT KITCHENS, FAMILY ROOMS; DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS. LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY AFCI TYPE CIRCUIT BREAKERS. UNIT RA LOAD SF VAISF DEMAND FACTOR TOTAL VA Lighting 250 3 100% 750 LOAD QTY VA DEMAND FACTOR TOTAL VA Small Appliance 1 1500 100%D 1500 Laundry Circuit 1 1500 100% 1500 Dishwasher 1 1060 100% 1060 Disposal 1 900 100% 900 Water Heater 1 4500 100% 4500 Clothes Dryer 1 5000 100% 5000 Range 1 8000 100% 8000 Microwave 1 975 100% 975 Heat Strip A 1 3000 100% 3000 Fan A 1 1 186 100%Q 186 Compressor A 0 1 1920 100% 0 Undiversified Load for Service to Multiple 27371 220.82(B) Diversified Load 18860 AMPERAGE, CALCULATED 79 AMPERAGE, DESIGN 100 O 'UA' U2-3 I1,10A 'UA' O FLUSH MOUNTED : 1 U N IT SERVICE: 1201 240 V,1(V, 3Wl MAIN: 100A MODEL: NOMELINE OR EQUALPANEL SUBFEED LUGS: NO AIC: 22,000 CKT NUM DESCRIPTION CODE BREAKER BREAKER CODE DESCRIPTION CKT NUM A P A P 1 BEDROOMIOR (LTG) #1 LTG 20 1 20 1 REC CLOTHES WASHER (NEMA 5-20R) 2 3 KITCHEN/LIVING(LTG) LTG 20 1 30 2 EQ ELECTRIC DRYER (NEMA 6-30R) 4 5 SPACE EQ ELECTRIC DRYER (NEMA 6-30R) 6 7 SPACE 50 2 EQ ELECTRIC RANGE 8 9 KITCHEN RECEPTACLES REC 20 1 EQ ELECTRIC RANGE 10 11 LIVING ROOM RECPTACLES REC 20 1 SPACE 12 13 BATHROOM RECPTACLES(#1) REC 20 1 SPACE 14 15 BEDROOM RECEPTACLES(#1) REC 20 1 20 1 REC REFRIGERATOR 16 17 ELECTRIC WATER HEATER EQ 30 2 25 2 HNC AHU-1 18 19 ELECTRIC'NATER HEATER EQ H NC AHU-1 20 21 GARGAGE DISPOSAL MTR 20 1 30 2 AC NO ICU-1 22 23 SPACE I AC NCICU-1 24 NOTE; ALL 120-VOLT, - SINGLE-PHASE, 15-AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOIMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BYAFCI TYPE CIRCUIT BREAKERS. UNIT 1-1 LOAD SF VAISF DEMAND FACTOR TOTAL VA Lighting 641 3 100% 1923 LOAD QTY VA DEMAND FACTOR TOTAL VA Small Appliance 2 1500 100% 3000 Laundry Circuit 1 1500 100% 1500 Dishwasher 1 1060 100% 1060 Disposal 1 900 100% 900 Water Healer 1 4500 100% 4500 Clothes Dryer 1 5000 100% 5000 Range 1 8000 100% 8000 Microwave 1 975 100% 975 Heat Strip A 1 3000 100% 3000 Fan A 1 1 186 100% 186 Compressor A 0 1 1920 100% 0 Undiversified Load for Service to Multiple 30044 220.82(B) Diversified Load 19929 AMPERAGE, CALCULATED 83 AMPERAGE, DESIGN 100 UNIT 1-2 LOAD SF VAISF DEMAND FACTOR TOTAL VA Lighting 937 3 100% 2811 LOAD QTY VA DEMAND FACTOR TOTAL VA Small Appliance 2 1500 100% 3000 Laundry Circuit 1 1500 100% 1500 Dishwasher 1 1060 100% 1060 Disposal 1 900 100% 900 Water Heater 1 4500 100% 4500 Clothes Dryer 1 5000 100% 5000 Range 1 8000 100% 8000 Microwave 1 975 100% 975 Heat Strip A 1 5000 100% 5000 Fan A 1 186 100% 186 Compressor A 0 1920 100% 0 Undiversified Load for Service to Multiple 32932 220.82(B) Diversified Load 22284 AMPERAGE, CALCULATED 93 AMPERAGE, DESIGN 100 EXAMPLE, MAY CU-1 %mm' U.wP-GR VARY BY UNIT 60/2/NF U2-22,24 TYPICAL 2 BR ADA UNIT 1 /4" = 1'-0" FLUSH MOUNTED PANEL: 2 UNIT SERVICE: 1201 240 V, 1q>� 3`W MAIN: 100A MODEL: HOMELIKE OR EQUAL SUBFEED LUGS; NO AIC: 22,000 CKT NUM DESCRIPTION CODE BREAKER BREAKER CODE DESCRIPTION CKT NUM A P A P 1 BEDROOMIBR (LTG) #1 LTG 20 1 20 1 REC CLOTHES WASHER (NEMA 5-20R) 2 3 KITCHENILIVING(LTG) LTG 20 1 30 2 EQ ELECTRIC DRYER (NEMA 6-30R) 4 5 BEDDROMIBR (LTG) #2 LTG 20 1 EQ ELECTRIC DRYER (NEMA 6-30R) 6 7 SPARE 20 1 1 50 2 EQ ELECTRIC RANGE 8 9 KITCHEN RECEPTACLES REC 20 1 EQ ELECTRIC RANG 10 11 LIVING ROOM RECPTACLES REC 20 1 20 1 REC BATHROOM RECPTACLES (#2) 12 13 BATHROOM RECPTACLES (#1) REC 20 1 20 1 REC BEDROOM RECPTACLES (#2) 14 15 BEDROOM RECEPTACLES(#1) REC 20 1 20 1 REC REFRIGERATOR 16 17 ELECTRIC WATER HEATER EQ 30 2 25 2 H NO AHU-1 18 19 ELECTRIC WATER HEATER EQ 11 NO AHU-1 20 21 GARGAGE DISPOSAL MTR 1 20 1 35 1 2 AC NO CU-1 22 23 SPACE AC NO CU-1 24 25 SPACE SPACE 26 NOTE: ALL 120-VOLT, SINGLE-PHASE 15- RND2U-Av1PERE BRANCH CIRCUITS SUPPLYING OUTLETS ETS OR DEVICES INSTALLED IN DWE L N L I G UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRYAREAS, OR SIMILAR ROOMS OR AREAS SHM-L BE PROTECTED BY AFCI TYPE CIRCUIT BREAKERS. UNIT 1-2A LOAD SF VAISF DEMAND FACTOR TOTAL VA Lighting 937 3 100% 2811 LOAD QTY VA DEMAND FACTOR TOTAL VA Small Appliance 2 1500 100% 3000 Laundry Circuit 1 1500 100% 1500 Dishwasher Disposal 1 1 1060 900 100%Q 100%D 1060 900 Water Heater 1 4500 100% 4500 Clothes Dryer 1 5000 100% 5000 Range 1 8000 100% 8000 Microwave 1 975 100% 975 Heat Strip A 1 5000 100% 5000 Fan A 1 186 100%fl 186 Compressor A 0 1920 100%:a 0 Undiversfed Load for Service to Multiple 32932 220.82(B) Diversified Load 22284 AMPERAGE, CALCULATED 93 AMPERAGE, DESIGN 100 UNIT LUMINAIRE SCHEDULE TAG DESCRIPTION MANUFACTURER CATALOG NUMBER VOLTS LAMP TYPE FIXTURE VA LUMENS MOUNT NOTES TAG UA 6" DOWNLIGHT LITHONIA WF6-LED-2700K-MVOLT MW-WF-PAN 120 LED 10 1000 Recessed 1 UA UA1 18" DOME LIGHT BY OWNER BY OWNER 120 LED 18 2200 Ceiling 1 UA1 UC2 UTILITY CLOSET BY OWNER BY OWNER 120 LED 12 1000 Wall 1 UC2 UK PENDANT OXYGEN LIGHTING 3-6900-15 120 LED 6-1 394 Pendant 1 UK UV 4' STRIP LED OXYGEN LIGHTING 3-537-15-3000K 120 LED 12 1258 Wall 1 UV UCF 52" CEILING FAN OXYGEN LIGHTING 3-101-15-3-9-101 MVOLT LED 43 NIA Ceiling 1 UCF GENERALNOTES "E" SUFFIXON A FIXTURE TAG REQUIRES AN EMERGENCY BATTERY 1 ALL FIXTURE MOUNTING CONDITIONS AND HEIGHTS TO BE FIELD COORDINATED BY CONTRACTOR AND ARCHITECT, ALL ACCESSORIES SHALL BE PROVIDED FOR COMPLETE INSTA 2 ALL FIXTURE FINAL SELECTION BY OWNERIARCHITECT. CONTROL AND LOAD TO BE VERIFIED BY ENGINEER - FLUSH MOUNTED PANEL ■ 2 UNIf T ADA SERVICE 1201 240 V,14), 3W MAIN: 100A MODEL; HOMELIKE OR EQUAL SUBFEED LUGS: NO AIC: 22,000 Ck7 NUM DESCRIPTION CODE BREAKER BREAKER CODE DESCRIPTION CKT NUM A P A P 1 BEDR00%41BR (LTG) #1 LTG 20 1 20 1 REC CLOTHES WASHER. (NEMA 5-20R) 2 3 KITCHENIUVING{LTG) LTG 20 1 30 2 EQ ELECTRIC DRYER (NEMA6-30R) 4 5 BEDRROM/BR (LTG) #2 LTG 20 1 EQ ELECTRIC DRYER (NEMA 6-30R) 6 7 SPARE 1 20 1 50 2 1 EQ ELECTRIC RANG 8 9 KITCHEN RECEPTACLES REC 20 1 EQ ELECTRIC RANGE 10 11 LIVING ROOM RECPTACLES REC 20 1 20 1 REC BATHROOM RECPTACLES (#2) 12 13 BATHROOM RECPTACLES(#1) REC 20 1 20 1 REC BEDROOM RECPTACLES (#2) 14 15 BEDROOM RECEPTACLES(#1) REC 20 1 20 1 REC REFRIGERATOR 16 17 ELECTRIC VOTER HEATER Eta 30 2 25 2 H NO AHU-1 18 19 ELECTRIC VIATER HEATER EQ 1-1 NO AHU-1 20 21 - GARGAGE DISPOSAL MTR 20 1 35 2 AC NO CU-1 22 23 ----------- SPACE _....—... AC NO —.......... --�.....__.._.... CU-1 -- 24 25 SPACE SPACE 2.6 NOTE: ALL 12U-VOLT, SINGLE-PHASE, 15-AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY AFCI TYPE CIRCUIT BREAKERS, BUILDING LOADS Table 220.84 Optional Service Calculations (Multi -unit) UnitType # Units Lead Total Load Dwelling Demand Factor 34% Unit 1-1 7 30044 1 210308 Units 26 Unit 1-2 17 32932 559844 Totals Unit 1-2A 2 32932 65864 Unit RA 3 27371 82113 Total Unit Load 918129 312164 House Load 1129836.4 129836 Residential NEC Demand 866 Residential Service 1000 House NEC Demand 360 House Service 400 Total NEC Demand Amps 1227 GENERAL UNIT O 1. SIGNALING FOR THE HEARING IMPAIRED - ROOMS DESIGNATED FOR THE HEARING -IMPAIRED MUST BE OUTFITTED WITH A SMOKE ALARM THAT HAS A 177CD NOTIFICATION APPLIANCE. THE MINIMUM SOUND PRESSURE LEVEL FOR PUBLIC MODE OPERATION IS 15 DBA ABOVE THE AVERAGE SOUND PRESSURE LEVEL, OR 5 DBA ABOVE THE MAXIMUM SOUND PRESSURE LEVEL LASTING A MINUTE OR LONGER, WHICHEVER IS GREATER, THROUGHOUT THE PROTECTED SPACE. FUTURE ADAPTABILITY SHALL BE PROVIDED. THE CONTRACTOR SHALL PROVIDE A SEPARATE CONDUIT EMPTY CONDUIT WITH PULL -STRING TO EACH CLOSET OF EACH LIVING UNIT. 2. ALL EXHAUST FANS SHALL BE WIRED TO LOCAL LIGHT SWITCH UNLESS OTHERWISE NOTED (U.O.N.). COORDINATE ALL REQUIREMENTS WITH MECHANICAL SCHEDULES. 3. ALL RECEPTACLES SHALL BE TAMPER RESISTANT IN COMPLIANCE WITH NEC 406.12 (A) AND (B). 4. SMOKE ALARMS SHALL BE CONNECTED TO BEDROOM LIGHTING CIRCUIT AHEAD OF ALL SWITCHING, AND SHALL BE AFCI PROTECTED AND SHALL BE INTERCONNECTED PER MANUFACTURER SPECIFICATIONS. 5. ALL GANG OUTLETS AND SWITCHES SHALL BE MOUNTED UNDER COMMON COVER PLATE. 6. ALL RACEWAYS SHALL BE CONCEALED WITHIN DWELLING UNIT. ALL JUNCTION BOXES SHALL BE FLUSH. 7. REFER TO MECHANICAL SHEETS M101, AND M104 FOR ALL OUTDOOR MECHANICAL UNITS EXACT LOCATIONS. Furr, e man & Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHITECTS.COM W W W.FW BARCHITECTS.COM PH, 863.688.1211 ® COPYRIGHT 2021 FURR, WEGNJ N & BANKS ARCHITECTS, PA THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF FURR. WEGWN & BANKS ARCHFTECTS, PA. NO REPRODUCTION, REVISION OR REUSE OFTHIS DRAWING 7S AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIG`HjS 5RRVEE+D.. ... �i�4T�fff 4 Ap y 13 x m dI/� p A jLlIyyAN r� q�(I f"rFfI p e. a. , LUIS G. E. FL. Lic. 13 2-28 2023 Cc •ja` 0:3 b 1 Vpp�7.W�S y N O " IL g c J z W W z L z z H Q_ E U U) W 0 z O W W Q Ca 4 tV M d' U) (0 h- r N N 00 t:Li Q D 0 Q J U) J Z Q W a Z 00 O �- J U (5 r IY Zz L O W Cn U �— U) J o W co�� �� U) J z W /y Q. N coo 12- PROJ MGR: CKD BY: LV RM JOB NUMBER: 21-19 SHEET NUMBER: E3001 ZAFurr Wegman & Banks Architects,\211036 - Healthier Stay Pasco Dormitory\Design\211036_E300.dwg, August 27, 2021 3:53 PM, SHAWN JEFFREY, J& LUMINAIRE SCHEDULE TAG DESCRIPTION MANUFACTURER CATALOG NUMBER VOLTS LAMP TYPE FIXTURE VA LUMENS MOUNT NOTES TAG A INDIRECT LINEAR FLUXWERX APC-)0(D-D-35-X>FXX F2-M-XX 120 LED 26I4FT 1371W Suspended 1,2 A B 14" GLOBE PENDANT TECH LIGHTING 70OTDHNE13B-LED930 120 INCAN 280 N/A Suspended 1,2 B C1 2X2 FLAT PANEL LITHONIA EPA N EL-2X2-480OLM-80CRI-35K-M INI O-ZT-MVOLT 120 LED 48 6218 Recessed 1,2 C1 U 4' STRIP LED LITHONIA CL7FL48-500OLM-SEF-FDL-MVOLTGZI0-3500K-80CRI-WH-TCLX MVOLT LED 35.4 5000 Surface 1,2 U U1 8' STRIP LED LITHONIA CLX-L96-6000LM-SEF-FDL-MVOLT-GZ10-350OK-80CR1-WH-TCLX MOV LED 38,15 6000 Surface 1,2 U1 E DOWNLIGHT LITHONIA WF6-LED-270OK-MVOLT-MW-WF-PAN MVOLT LED 13.2 966 Recessed 1,2 E EM EMERGENCY LIGHT LITHONIA ELM4L MVOLT LED 1 220 Surface 1,2 EM ED EXTERIOR DOWNLIGHT RAB IVGT5-30L74OZU MVOLT LED 28 3600 Canopy 1,2 ED W1 SIGN LIGHT WAC LIGHTING WP-LED514-40-XXX 120 LED 15 1140 Wall 1,2 W1 WP WALL PACK LITHONIA WDGE2 LED P4 40K 80CRI T3M MVOLT SRM MVOLT LED 10 4500 Wall 1,2 WP S1 SCONCE NUVO 62-1146R1 JMVOLT LED 20 1800 Wall 1,2 S1 GENERAL NOTES "E" SUFFIX ON A FIXTURE TAG REQUIRES AN EMERGENCY BATTERY 1 ALL FIXTURE MOUNTING CONDITIONS AND HEIGHTS TO BE FIELD COORDINATED BY CONTRACTOR AND ARCHITECT. ALL ACCESSORIES SHALL BE PROVIDED FOR COMPLETE INSTALLATION. 2 ALL FIXTURE FINAL SELECTION BY OWNER/ARCHITECT. CONTROL AND LOAD TO BE VERIFIED BY ENGINEER. 225A MOUNT:AMPS: f � � •ENCLOSURE: J 111 SERVICE:1 1: V, 30,4W CONNECTED LOAD (KVA) •. DESCRIPTION SITELIGHITING 'GROUND FLOOR EQUIP RECEPT. © \ `M N ■\\\\ u... \ GROUND #i' t ■ti • Q :EXTERIOR LIGHTING (a) CORRID#R REC. EXTERIOR LIGHTING vvv v � vvv v =:CORRIDOR REC. ■mm # ®wm\ \ \\\\ `\\ 1 1 \\ \ \ \ \ \ \ \\ `\ :CORRIDOR 1 GROUND FLOOR HALLWAY LIG TING SECOND FLOOR HALLWAY LIGHITNG_ :SNACK AREA (MICROWAVE #2 MTHIRD FLOOR HALLWAY LIGHTING 0\\ - J AREA WOUNGE LIGHTING mew 5116 :,EAST STAIRWELL LIGHTING ==:SNACK AREA ABOVE COUNTER REC. WAST STAIRWELL LIGHTING FLEXIACTIVITYIBOOTH LIGHTING :ACTIVITY ROOM RECEPT. \\ \� \ 11 mmk��11 \\ \\\\� ®�® r r • • 1 SECURITY/MAIL LIGHTING1 \\\ \\ 1 J \ \\\\\\m1\ \\'\\ 1 •t# f ';SIGNAGE LIGHT r r r• # r 1 \ \\\ \ ��\ ®:ili�ii`i®©®\��.:° �� \ �\��\■ 1 it ����\ �\ \�-._ m--®`\ mo 1 it ill IN\\MMM ` CONTROLS i J, ME :. , I SM IM ra CONNECTED DEMAND DEMAND iJt t' iJ! t`!(KVA) LOAD(AMP 'C (NON COINCID)(ACi 0.0 0.0 PER i :! HEAT (NON COINCID)(H/ 19.7 191 PER NEC 220.60 HVAC t i i EQUIPMENTto t i' 1 1 1.0 1 1 0.0 LARGEST# li 1.25 11 li PER 41= MISCELLANEOUS 0.0 1.0 l i 11 II = TOTAL J J • • 6 ■ _ COMMON AREA 6 U1 3815 _228.9 73 IA.132 963.6 T�NtT� 79 VA1L1 7901 6S OAI 1 1170' 36 OC2 1Z 432 50 llK' 6.1 3M 26 I1CF 4 1118 48 UV ; 12 576 TOTAL 7930.5 Watts I Allowed I 19760 Watts I PASS TABLE C405.4.2(1)-FBC-2020 EXTERIOR BUILDING AREA BUILDING FACADE FDGURE I AREA QTY TAG TOTAL 0.15 FBC-2020 14,580WATTS (SQF0 2 53 2t 401 a 2 1�V1 1 30 15 60 TOTAL 1301 Watts Allowed 2187.00 PASS ENTRY CANOPY ry�A R AREA CITY TAG TOTAL 0.4 IFBC-20201 1,448 S1 ZQ 401 TOTAL 3761 Watts I Allowed 5791 1 PASS GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH ELECTRIC AND TELECOM UTILITIES REQUIREMENTS PRIOR TO BID AND/OR CONSTRUCTION. 2. GROUP ALL CONDUITS IN BUILDING AS CLOSE TOGETHER AS CODE PERMITS AND RUN PARALLEL TO PROVIDE A CLEAN LOOK. 3. CONTRACTOR SHALL PROVIDE ALL UNDERGROUND CONDUITS AS REQUIRED. COORDINATE ALL REQUIREMENTS WITH SERVING UTILITY COMPANY REQUIREMENTS PRIOR TO BID AND/OR CONSTRUCTION. 4. METER CENTER MAIN TERMINAL CABINET AND MAIN CIRCUIT BREAKER AS SHOWN. PROVIDE COMMERCIAL RATED 3 PHASE IN/ 1 PHASE OUT, 100A METER SOCKETS WITH COVER PLATES FOR ALL METER LOCATIONS SERVING TENANT SPACES- UNTIL TIME SERVICE IS ENERGIZED AND METER IS INSTALLED. COORDINATE SETTING OF CIRCUIT BREAKER IN ACCORDANCE WITH TENANT PANEL. SHALL BE EQUIPPED WITH DIGITAL DEMAND METERING. 5. PROVIDE ASTRONOMICAL TIME —CLOCK WITH PHOTOCELL OVERRIDE FOR CONTROL OF ALL OUTDOOR LIGHTING VIA MECHANICAL LIGHTING CONTRACTOR. ALL EXTERIOR EQUIPMENT SHALL BE NEMA 3R. COORDINATE LOCATIONS IN FIELD WITH APPROVED EQUIPMENT SUBMITTALS/SHOP DRAWINGS AND ADJACENT HOUSE SERVICE PANELBOARD AND EQUIPMENT IN A WORKMAN LIKE MANNER. 6. THIS DESIGN ASSUMES AVAILABLE FAULT CURRENT AS SHOWN FOR UTILITY PAD MOUNTED TRANSFORMER. ELECTRICAL CONTRACTOR SHALL CONTACT UTILITY COMPANY TO OBTAIN THE ACTUAL AVAILABLE FAULT CURRENT AS SOON AS CONTRACT IS AWARDED, PRIOR TO ORDERING OR APPROVING RELEASE OF EQUIPMENT AND REPORT UPDATED INFORMATION TO ENGINEER IN WRITING. ENGINEER WILL CALCULATE AVAILABLE FAULT CURRENTS AND RELAY RESULTS TO THE ELECTRICAL CONTRACTOR FOR COMPLIANCE WITH THE NEC 110.24(A),(B) FIELD MARKING REQUIREMENTS. ELECTRICAL CONTRACTOR TO PROVIDE ARC —FLASH HAZARD WARNING FIELD MARKING PER NEC 110.16. ELECTRICAL CONTRACTOR TO PROVIDE SERIES RATED LABELING PER NEC 110.22() B WHERE THERE IS AN APPLIED SERIES RATING AS SHOWN ON THE DRAWINGS. ANY ADDITIONAL COST FOR FAILURE TO COMPLY WITH THE ABOVE REQUIREMENTS WILL BE STRICTLY AT CONTRACTOR'S EXPENSE. 7. REFER TO FAULT CURRENT TABLE FOR WORST CASE AFC AT PANELS PER FLOOR. EC TO ENSURE PANELBOARDS ARE SUITABLE FOR FAULT CURRENT ENVIRONMENT (BUS AFC). AVAILABLE FAULT CURRENT IS 23,800 AMPS FOR 300 KVA PAD MOUNTED TRANSFORMS 120/208V/30 NOTES: REFER TO ELECTRICAL SITE PLAN FOR PROPOSED PAD MOUNTED TRANSFORMER LOCATION. TO PRIMARY CONFIRM QTY & SIZE W/ UTILITY NOT TO SCALE 0 OUTSIDE (NORTH SIDE) 12 1" CONDUIT TO EACH UNIT AND LEASING OFFICE AND AMENITY AREAS MEDIA DEMARC PANEL WITH INTEGRATED RECEPTACLE — DISTRIBUTION TO DATA LOCATIONS WITHIN UNIT OR AREA BY BE FREEEWIRE. EZM316125X 41,219 AFC TELECOM + 0 NEMA I DEMARK + 0 3R i POINT/BOX + IJ W33 SER11 + 0 C 01200A 00 00MCB a *100A CB SPD 20/20 FOR ALL 30 UNITS 0 UTILITY APPROVED 400A TRANSSOCKET WITH UTILITY METER TYPICAL DWELLING UNIT (RA) PANEL 'RA' 120/240 1OOA TYPICAL DWELLING UNIT (1 UI TYPICAL DWELLING UNIT (2 UN T/ NEW 400A USED DISC. 120/208V 30 SUITE 102 IDENTIFICATION OF SERVICES - CONTRACTOR SHALL INSTALL SUITE 102 PERMANENT PLACARDS IDENTIFYING EACH SERVICE AS INDICATED ON RISER DIAGRAM AND INCLUDING A DESIGNATION OF THE NUMBER OF SERVICES SERVING THE BUILDING. THE PLACARD 0 FOR EACH SHALL READ "SERVICE X OF 3". IN ADDITION, SHOW SUITE 101 THE LOCATION OF THE SERVICE AS "S" OR "N" FOR NORTH OR sulrE 101 SOUTH. FINALLY, INDICATE THE DISCONNECTS WITHIN EACH SERVICE AS "DISCONNECT X OF Y" WHERE "X" CORRESPONDS TO THE DISCONNECT AND Y CORRESPONDS TO THE TOTAL NUMBER OF DISCONNECTS ON THAT SERVICE. J-BOX RESERVED FOR INSTALLATION 1" CONDUIT AND INFRASTRUCTURE OF BAS (SHOULD IT BE NEEDED) - FOR INSTALLATION OF BAS (SHOULD TYPICAL OF FIVE (5) PER FLOOR IT BE NEEDED) GENERAL BUILDING AREA --------------------------------.-- I I I f L--J — — — — — — — — — — - ? f f I I I WP I ( TYPICAL NOTIFICATION I APPLIANCES I CIRCUIT I TYPICAL INITIATION P t 2APPLIANCES I I I I CIRCUIT I I GENERAL BUILDING AREA r—I—� ._...._._..._..-------------- ---- ----. __.---_....._.,...--_� I I n 1 CONDUIT AND INFRASTRUCTURE FOR INSTALLATION OF BAS (SHOULD I I IT BE NEEDED) I I WP I IJ TYPICAL NOTIFICATION i APPLIANCES PANEL CIRCUIT 11 U' 240 1� 120 / / f i P 2 2 TYPICAL INITIATION 100A I I APPLIANCES I CIRCUIT 1" CON. INFRAS' I INSTALL f,.. ... _ ........ ........ ........................ ....... ..:........ ..... ELECTRICAL ROOM ITYPICAL DWELLING UNIT GENERAL BUILDING AREA Ar-1--,— — — — — — — — — — — — — — --- — — — — — --- — — — — — — — — — — — r.._—`1----------- j P TYPICAL 2 } IL 1" CONDUIT VERTICALLY APPLIANCESTIATTON WITHIN RATED CHASE FOR WP CIRCUIT INSTALLATION OF BAS TYPICAL (SHOULD IT BE NEEDED) NOTIFICATION APPLIANCES 23,525 AFC CIRCUIT PANEL PANEL 120/240/1 120/208/30 `NAC' 'FAC' 100A 400A MLO SER#2 SPD 2-4" CONDUITS FOR TELECOM ®_®® t _j (2 SETS) 3—#250 MCM AL 2-1/2"" CONDUITS (2) 3/0 AL + (1) #6 CU GND IN 2" CONDUIT (2) #1 AL + (1) #8 CU GND IN 1-1/4" CONDUIT (4 SETS) 3—#500 MCM AL IN 3" CONDUITS jjjjji� q 11111111111 11 . L #2/0 CU GROUNDING ELECTRODE CONDUCTOR PROVIDE DIGITAL DEMAND METER # 2 CU GROUNDING ELECTRODE CONDUCTOR TELEPHONE/TV BACKBOARD ELECTRIC METER METALLIC COLD WATER PIPE 2"X12"X1/4" CU GROUND BAR INSTALLED ADJACENT TO SERVICE WITH ISOLATION MOUNT & COMPRESSION LUGS —� BUILDING STEEL CONCRETE ENCASED STEEL METAL PARTS WITHIN 6' CONNECT ALL GROUND RODS EXOTHERMIC CONNECTION, TYPICAL 5/8"X10' COPPER CLAD GROUND ROD, TYPICAL 10' SPACING NOTE: CONTRACTOR MAY USE A UFER GROUND AS AN ALTERNATE SYSTEM — IF USED, LIFER GROUND SHALL PROVIDE ACCESS FOR TESTING IT AND ICTURE FOR ON OF BAS IT BE NEEDED) J z 0 I— w w Ln T z 0 c� w 0 z 0 w w Q [ r 04 CO d to co r*- c� 0 CV N 00 0 I.LI Q Ci U) W J D T— Z :1w U (7 ® z 0 ® O J _ Q (® z 0 "" W CM U n :2 Et lL rY o C:) F.L. Z J z_j w m 2w < �)- w w a: l>_ W Q N _ PROJ MGR: CKD BY: LV RM JOB NUMBER: 21-19 SHEET NUMBER: Z:\Furr Wegman & Banks Archhects\211036 - Healthier Stay Pasco Dormitory\Design\211036_E301.dwg, August 27, 2021 3:54 PM, SHAWN JEFFREY,