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HomeMy WebLinkAboutBUILDING PLAN 1-18a�roli. r, —70— — Wd ££ Ll S 26OZ/l£/L —— :1 ASD I SKY 1240 East 5th Avenue Tampa, FL 33605 T 813.223.2293 F 813.223.2433 www.asdsky.com WELLNESS 13 �A7.02 O PT 1 M j MOP SINK v 9 !_ 11 110 AA7.02 �A7.02 '�\A7.02 / PLAM COUNTERTOP AND BACKSPLASH PULLS: DOUG i - MOCKETT,DP3 o � ALL EXPOSED SURFACES TO BE PLAM U 2'- 0" 3'- 0" 2, CLEAR T - 1" N to LL M r M 3 ELEVATION - BOH 3/8" = 1'-0" W 1 3 u_ ca_J CD �CD C/) in a 11' 2'-612' 9/0" (6(EQ UNITS WALL MOUNTED BROCHURE ORGANIZER W DEPTH TO BE 1'-2" - r a I MONITORS BY TENANT � PT, PL� W/ P-LAM FINISH - TRI-FOLD TYPE ON L -- y CO TOP W/ LETTER F_ - —1 ALL EXPOSED x �a SURFACES TO BE P-LAM pp 4 SIZE ON BOT. 4 �A7.02 ,A7.02 A7.02 PROVIDE GROMMETSIN ALLEXPOSSED — SURFACES TO BE AT BACK OF COUNTER - - P-LAM — FOR POWER / DATA DROP SAFE -PROVIDE OPEN OPEN' OPEN OPEN �/ o / b o FLOOR REINFORCEMENT Of AS REQUIRED (V -- This drawing is the property of Associated 3' 0" 8' 2' 1/" 2 8 1' 0' Q EO 3' - 0" 1' - 6" 4' - 8" 1"�'V - 2" 1" 3' - 2" 1 Space Design, Inc. and is not to be - 10'_4, p p g, 3 reproduced or copied in whole or art. It is - 10 not to be used on any other project and is to MIN A7.02 be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. �� — As Space Design, Inc. 2018 5 ELEVATION - PACK & FILL 3/811 = 1 -0�� 2 ELEVATION - SECURITY 3/8 — 1 -091 1 A7.03 1 \A7.03 M RKETPLACE BY SURTERRA BRAND BRAND BRAND BRAND BRAND — PRODUCT P- - P`' DISPLAY SHELVING ALL EXPOSED SURFACES - - - TO BE P-LAM - - - LOCKABLE STORAGE PRODUCT DISPLAY SHELVING ALL EXPOSED SURFACES TO BE P-LAM NO: DATE: REMARKS: LOCKABLE REVISIONS: STORAGE DRAWING TITLE: INTERIOR ELEVATIONS & ENLARGED PLANS 3'- 3" 3' - T1 3' 3" 3' - 3" 4' - 6 114" PROJECT NO.: ISSUE DATE. � - 51394.64 05-23-18 DRAWN BY: CHECKED BY: AC KN SHEET NUMBER. 4 ELEVATION -RETAIL DISPLAY 3/8" = 1'-0" 1 ELEVATION - RETAIL DISPLAY 3/8" = 1'-0" A6.®4 BRAND 01 51 �t ri 0 CV T 00 0 r. 4 w REFERENCE IMAGE TOP VIEW ELEVATION VIEW — - - ATTACHMENT BRACKET, PROVIDE TENSIONING SCREW TO ENSURE SIGN SITS VERTICALLY IN PLACE SIGN LETTERING - 1/4" SINTRA - COLOUR, SIZE AND POSITION T.B.C. WITH CLIENT - TRELLIS GRID 3/4" SECTION VIEW COLOURED TAB - SHOP LAQUERED FINISH T.B.C. BY PLAQUE SIGN TRELLIS GRID CLIENT PROVIDE CHANGE - OUT FUNCTIONALITY - — — - ATTACHMENT BRAKET, PROVIDE SLIDING - METAL BACKING FOR ADJUSTMENT TO ACCOMMODATE BACK TO SLIDING PROVISION / BACK CONFIGURATION ON TRELLIS GRID % V VLV Uf�CU IfIU ELEVATION VIEW - BACK TOP VIEW - BACK TO BACK CONFIGURATION HUNG PLANTER ARM POSITION 6 1 DETAIL - DISPLAY TABLE CORNER 6" = 1'-0" i 4 1 DETAIL - DISPLAY TABLE CORNER 6" = 1'-0' BROCHURE HOLDER 2'-0" 5 1 ELEVATION - BROCHURE DISPLAY 2 1 DETAIL - DISPLAY TABLE TABLEINSEF ss-z " METAL TUI RUB -FRAME 3USSET PLA NELDED TO METAL TUBIP I" METAL TU RUB -FRAME (ABLE END Pbt _EVELER,TY TABLE INSERT METAL TUBIN( FRAME AS REQUIRED TABLE BODY sa LEVELER, TYP 3" = 1'4I 3 Nil DETAIL'A' U1F99AG\7 ACRYLIC BROCHURE HOLDER, INSET FLUSH CLEAT, TYP. DETAIL - BROCHURE DISPLAY 3" = 1'-0 REFERENCEIMAGE REFERENCEIMAGE 1 1 /2" = 1'-0 7 1 DETAIL - PLAQUE SIGN 3" = 1'-0" 1 DETAIL - DISPLAY RISER 1 1/2" = 1'-0' I I ASD SKY 1240 East 5th Avenue Tampa, FL 33605 T 813.223.2293 F 813.223.2433 www.asdsky.com �U t� (n C14 N Ln 1L 0) M L.L L1 3 J L- J U) r' .0 (n cn o c- KI N Florida Business License #: AA26001572 Registered Architect: Kenneth Cowart Registered Architect License #: AR93215 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc.2018 NO: DATE: REMARKS, REVISIONS. DRAWING TITLE: PRODUCT DISPLAY D_ N PROJECT NO.: ISSUE DATE. V 51394.64 05-23-18 0 N DRAWN BY, CHECKED BY: CN AC KN 00 SHEET NUMBER: N N A6.05 CUT OUT SINTRA LETTERS I FIND --= — - M 2'- 10 1/2" 11 I DETAIL - FEATURE LETTERING - FIND CUTOUT SINTRA LETTERS -- YOUR - 2'- 10 1/2" 10 I DETAIL - FEATURE LETTERING - YOUR �., CUT OUT SINTRA LETTERS. SIZE, COLOUR AND GRAPHIC FILE TO 3/8" BE SUPPLIED BY CLIENT. LETTERING HOLDER SHELF WITH SLOTTED GROOVE REMOVE FOR v GRAPHIC CHANGE OUT, FASTEN 1 3/8" WITH CONCEALED PINS PARTITION AS SCHEDULED CUT OUT SINTRA LETTERS. SIZE, COLOUR AND GRAPHIC FILE TO 3/8" BE SUPPLIED BY CLIENT. 1/2" 1/2"-- LETTERING HOLDER SHELF WITH f SLOTTED GROOVE REMOVE FOR GRAPHIC CHANGE OUT, FASTEN 1 3/8" WITH CONCEALED PINS PARTITION AS SCHEDULED CUT OUT SINTRA LETTERS. SIZE, COLOUR AND GRAPHIC FILE TO 3/8" BE SUPPLIED BY CLIENT. CUTOUT SINTRA LETTERS 1/2" 1/2"-- LETTERING HOLDER SHELF WITH SLOTTED GROOVE REMOVE FOR ELLNESS GRAPHIC CHANGE OUT FASTEN 1 3/8" `"' WITH CONCEALED PINS M } T I - PARTITION AS 2'- 10 1/2" 11SCHEDULED - - - 9 DETAIL - FEATURE LETTERING - WELLNESS HANGING BRACKET PROVIDE ` FELT LINER AT TRELLIS GRID — -- t TO REDUCE MARRING. -- -- +7 ; ELEVATION VIEW 8 DETAIL - HUNG PLANTER a V d M 3/4" .. PL Er7 � - TRELLIS GRID PLANTS TO BE 4" - 5" TALL (PLANTS & SOIL BY OWNER) -- PLANTER BOX i ENSURE UNDERSIDE j IS FINISHED PROVIDE CONCEALED GANGING MECHANISM , r, 3/4" 2'- 8" LONG VERSION (OR 2'- 0" SHORT VERSION) M (V (V � 2' - 10 1/2" COVER PLATE 3' - 0" FRONT ELEVATION 7 DETAIL -PRODUCT DISPLAY 1 1/2 it = 1'-0" 1 1 /21' = 1'-0" 1 1/4' 5 3/4" 7" 6 1 DETAIL -PRODUCT DISPLAY BACKING W/STEEL FAC INFO PULL OUT DRAWER WITH LAID IN MOUNTED GRAPHIC PROVIDE DELRIN GLIDE STRIPS ON BOTTOM FOR WEAR AND TO REDUCED RESISTANCE 1 1/Z = 1'-0"' 5 I DETAIL - GRAPHIC FEATURE BOX SECTION �7 — - SECTION VIEW PLAN VIEW 3" = 1'-0" 2 DETAIL - SLOTTED WALL SHELF SHADED AREA DENOTES METAL COVER RARE-EARTH MAGNET INSET IN BOX, TYP. METAL FRONT COVER WITH ACRYLIC INSERT GRAPHIC INSERT 2" X 2'-9 1/2" RARE-EARTH MAGNET INSET IN BOX, TYP. ELEVATION VIEW BOTTOM OF DISPLAY VISIBLE, ENSURE IT IS FINISHED AND PRESENTABLE 3" = 1'-0" 1 I DETAIL - GRAPHIC FEATURE BOX Kffl METAL FRONT COVER WITH ACRYLIC INSERT POCKETFOR GRAPHIC INSERT RARE-EARTH MAGNET, TYP. METAL COVER (FERROUS) ACRYLIC GRAPHIC PROVIDE POCKET FOR FINGER LIP GRAPHIC AND ACRYLIC REFERENCE IMAGE 3" = 1'-0"47 DETAIL - PRODUCT DISPLAY FRONT SUPPORT AS REQUIRED OPEN ACCESS AS REQUIRED. DRAWER GUIDE GREY COTTON PULL TAB DRAWER STOP SCREW ACCESSED FROM BELOW DRAWER STOP FEATURE BOX ANCHOR BRACKET TO BE ANCHORED TO SHELF P-9 112" 9" DRAWER STOP GRAPHIC INSERT 4" X 7-3/4" SIZING AND VISIBLE PORTION T.B.C. WITH FINAL SHOP DRAWING GREY COTTON PULL TAB 3" = 1'-0" 3 I DETAIL - GRAPHIC FEATURE BOX SECTION WALL BOARD AS SCHEDULED INSET ANCHOR FOR GRAPHIC FEATURE BOX ON BOTH ENDS SHELF SUPPORT WITH SLOTTED STANDARDS SYSTEM ADJUSTABLE SHELF 3' - 0" FRONT APPLIED GRAPHIC - REMOVABLE MAGNETIC GRAPHIC INFO PULL OUT DRAWER WITH LAID IN MOUNTED GRAPHIC PROVIDE DELRIN GLIDE STRIPS ON BOTTOM FOR WEAR AND TO REDUCED RESISTANCE 4" SUPPORTAS - REQUIRED. OPEN ACCESS AS REQUIRED. DRAWER STOP -- FEATURE BOX ANCHOR BRACKET TO BE ANCHORED TO SHELF BACK VIEW J 1240 East 5th Avenue Tampa, FL 33605 T 813.223.2293 F 813.223.2433 www.asdsky.com WELLNESS 3" = 1'-0" U :3 3" = 1'-0" Q W (n N 00 I.L L 00 q M N ^^ 3 LL W 1n/ 6J_ J U) 00 lh N UI Florida Business License #: AA26001572 r� �� Registered Architect: Kenneth Cowart 3 = 1 -0 Registered Architect License #: AR93215 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2018 3" = 1'-0" I NO: DATE, REMARKS. REVISIONS: 3 TITLE: PRODUCT DISPLAY 51394.64 05-23-18 DRAWN BY: CHECKED BY. AC KN • ' S lt 10 Design No. U419 June 10,2013 Nonbearing Wall Ratings 1, 2,3 or 4 Hr (See Items4 et$ 5) 1. Floor and Ceiling Runners — (Not shown)— For use with Item 2 - Channel shaped, fabricated from min 25 MSG can:osion-protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in OC max. 2. Steel Studs— Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height, 2A. Steel Studs— (As an alternate to Item 2, For use with Items 5B, 5E, 5H and 5J) Channel shaped, fabricated from min 20 MSG corrosion -protected or gals steel, 3.1 /2 in. min depth, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Orly)- (Not Shown) - 4 ft wide, 7/ 16 in. thick oriented strand board (OSB) or 15/32 in, thick structural 1 sheathing (plywood) complying with DOC PS 1 or P52, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self - drilling tapping screws with a min. head diun. of 0.292 in. at maximum 6 In. OC. in the perimeter and 12 in. OC. in the field. When used, fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool bans, friction fitted between studs and runners. Min norn thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets- — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearingthe UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5. Gypsum Board- — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. V erticaljoints 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: Gypsum Board Protection on Each Side of Wall Rating, Ur Min Stud Depth, in. Items 2, 2C, 2D, 2F and 2G No. of Layers & Tldcns of Panel Min Thkns of Insulation (Item 4) 1 3-1/2 1 layer, 518 in. thick Optional 1 2-112 I layer, 1/2 in, thick 1-1/2 in. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 layers, V2 in. thick Optional 2 1-518 2layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in. thick 3 in. 3 1-518 3 layers, 1/2 in. thick Optional 3 1-5/8 2layers, 3/4 in. thick Optional 3 1.519 3 layers, 518 in, thick Optional 4 1-5/8 4layers, 5/8 in. thick Optional 4 1-5/8 4layers, 1/2 in. thick Optional 4 24/2 2 layers, 3/4 in. thick 2 in. CGC INC —1/2 in. thick Type C, INX2 or IPC-.AR; WRC, 5/8 in. thick TWO AR, C, IP-AR, IP-X 1, IP-X2, IPC-AR, SCX, SHY, WRX m WRC; 3/4 in. tbick Types iP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IFG-AR or WRC; 5/8in. flick Type SCX, SGX, SHX, WRX, IP-XI, AR, C, WRC, FRX-G, Ip-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP-X3 or UL'I'RACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, INX2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-XI, IP-X2; IPC-AR, SCX, SHX, WRX, wRC or, 3/4 in. thick Types IP- X3 or ULTRACODE 6. Fasteners — (Not shown) — For use with Items 2 and 2F - Type S or S- 12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1.1/4 in. long for 3/4 in thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the fieldwhen panels are applied vertically. Two layer systems: First layar- 1 in. long for 112 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- I. 518 in. long for 1/2 ill., 518 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first Iayer.Thme-layer systems: First layer- I in. long for 1/2 in., 518 in. thick panels, spaced 24 in. OC. Second layer- 1-518 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2.1/4 in. long for 1/2 in., 5/8 in, thick panels or 2-5/8 in long for 5/8 im thick panels, spaced 12 in. OC. Screws offset min 6 in, from layer below. Four - layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC: Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in, long for 5/8 in, thick pallets, spaced 12 in. OC. Seems offset min 6 in. from layer below. 7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Pfsming Members as described below: a. Furring Channels — Formed of No. 25 MSG gals steel. 2-9/16 in. or 2-23132 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to liming channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members- — Used to attach fearing channels (item 7Aa) to studs (Item 2). Clips spaced max 48 in. OC. RSIC-I and RSIC-1 (2.75) clips seemed to studs with No. 8 is 1 V2 in. minimum self -drilling, S-12 steel screw through the center grommet RSIC-V and RSIC-V (2.75) clips seemed to studs with No. 8 x 9/16 in, minimum self -drilling. S- 12 steel scfew through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL INC — Types RSIC-1, RSIC V, RSIC-1 (2.75), RSIC-V (2.75). 8. Joint Tape and Compound. — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in: wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, not shown) — Aluminum, vint4 or steel siding brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Seakmts* — (Optional, not shown) — A bead of aco?wtical sealant applied around the partition perhneter for sound control. ETAIL - U419 1 /411 — 1'-011 — NEW SIDEWALK TO BE LEVEL WITH EXISTING ASPHALT PAVEMENT �- PROVIDE DETECTABLE WARNINGS / SURFACE OF TRUNCATED DOMES PER A.D.A REQUIREMENTS. 0 owim-8s DETECTABLE WARNING SURFACE %so&%ge SHOULD CONTRAST VISUALLY WITH N ADJACENT WALKING SURFACES. GC TO PROVIDE 5'- 0" WIDE, 4" THICK, v 3,000 PSI CONCRETE SIDEWALK WITH LL WELDED WIRE MESH 5' 1:20 MAX SLOPE 9 I CONSTRUCTION PLAN -SIDEWALK d: d ae e' °—III III IIIIIIII- 8 SLAB INFILL, TYP. PROVIDE SOLID GROUTED MASONRY LINTEL W/ (2)-#7 HORZ. REINF 7 I LINTEL 1 /811 = V-0" #5 DOWELS ON EACH SIDE @ 48" O.C. NEW 4" THICK, 3,000 PSI CONCRETE 6X6X1OX10 W.W.F 1 1/2" FROM BOTTOM Q 1'-0" r CLEAN COMPACTED FILL W/ TERMITE TREATMENT 6 MIL VAPOR RETARDER EXISTING CONCRETE SLAB 1 1/2 = V-0' EXISTING STUCCO SIDING TO REMAIN WEEP L 5 ill = 1'-0" 1 ,CK TO MATCH STUD GAUGE WIDTH. FASTEN TRACK TO ID USING #10-16 PANCAKE tDS SDS. FASTEN TRACK TO ,K WITH #12-14 SIDS @ 16" O.C. )VIDE BRACING AS REQ'D HEDULED CEILING SYSTEM GYP. BOARD ON BOTH SIDES 8" METAL STUDS, 25 GAUGE fAL STUDS @ 16" O.C. IT. TRACK TO MATCH STUD JGE ANCHOR TRACK TO VCRETE SLAB W/ (2) POWDER FUATED 0.300" HEADED DRIVE S WITH MIN. 1" EMBEDMENT 0 SOLID SUBSTRATE @16"O.C. iE AS SCHEDULED NTINUOUS ACOUSTICAL SEALANT WALL TYPE 2 - NON RATED WALL TO STRUCTURE= 1'-0"I 3 PERIMETER SUPPORT DETAIL VERTICAL HANGER WIRE @ 4'-0" O/C 8" MAX OR DIAGONAL HANGERS WALL WIRE @ 4'-0" O/C xx ANCHOR TO WALL 30° MAX MAIN RUNNER OF CROSS TEE 1/2" CONTINUOUS HORIZONTAL WALLTRIM STRUT TO PREVENT SPREADINGOF GRID MEMBERS SPLAY BRACING DETAIL 3 TURNS MIN. IN 1-1/2" -TYP. VERTICAL HANGER WIRE @ 4'-0" O/C 12 GAUGE \� 45° MAIN "TEE" —/CROSS "TEE" I RUN DIAGONAL SPLAY WIRE RACING @ 45° TO MAIN "TEE" - ONE IN EACH OF 4 DIRECTIONS MIN. FREQUENCY = ONE / 600 SO. FT. LOCATE IN FIELD NOTE: REFER TO SHEET AO.12'A000STICAL TILE CEILINGS' FOR DETAILED INFORMATION ON ACOUSTICAL CEILING TILE INSTALLATION REQUIREMENTS CLNG TRANSITION - ACT SYSTEM 1 1/2 = 1'-0" 2 PROVIDE BRACING FROM ALTERNATE DIRECTION, 48" s O.C. d 3-5/8" METAL RUNNER CHANNEL ANCHOR TO nrIAnmin SAB OVER ACT CEILING, EXTEND T-O" IN EACH DIRECTION WHEN TYPE 2B SCHEDULED CEILING SYSTEM 5/8" GYP. BOARD ON BOTH SIDES 3 5/8" METAL STUDS, 25 GAUGE METAL STUDS @ 16" O.C. CONT. TRACK TO MATCH STUD GAUGE ANCHOR TRACK TO CONCRETE SLAB W/ (2) POWDER ACTUATED 0,300" HEADED DRIVE PINS WITH MIN. 1" EMBEDMENT INTO SOLID SUBSTRATE @16"O.C. BASE AS SCHEDULED CONTINUOUS ACOUSTICAL SEALANT WALL TYPE 1 - NON RATED WALL TO 6" ABOVE CEILIN - d•a ad ..a _ a ad d. e . d'. - e TRACK TO MATCH STUD GAUGE AND WIDTH. FASTEN TRACK TO STUD USING # 10-16 PANCAKE HEADS SDS. FASTEN TRACK TO DECK WITH #12-14 SDS @ 16" O.C. BRACING AS NEEDED REFER TO RCP CEILING GRID WHERE APPLICABLE CORNER MOLDING, TYP. REFER TO RCP 5/8" GYPSUM BOARD W/ METAL STUDS CLNG TRANSITION - GWB TO ACT SOLID GROUT W/ (2) VERT REBAR PER CELL 1240 East 5th Avenue Tampa, FL 33605 T 813.223.2293 F 813.223.2433 www.asdsky.com _14%w S U R�T E R R A W LL S'. CV tr) r M J LL C N =D U _ :3 � J V) C) d Florida Business License #: AA2600157: Registered Architect: Kenneth Co Registered Architect License #: AR93215 This drawing is the property of Associa Space Design, Inc, and is not to be reproduced or copied in whole or part. I not to be used on any other project and i be returned upon request. Scales as sta 3" = 1'-011 herein are for reference only as norms reproduction processes may alter tht accuracy of original drawings. ^r Associated Space Design, Inc. 2018 1' - 4" Y \ TYP @ EXISTING CMU, NEW JAMBS - 8X6X1/2" CONT ANGLES OR NEW CMU PIERS: SAW -CUT AS - EA SIDE. OF WALL NECESSARY THE FACE OF THE — ATTACHED W/ 3/4"DIA EXISTING CMU BLOCK TO PLACE A325 THRU BOLTS @ 8" THE NEW STEEL REBAR THEN — EXISTING CMU OC STAGGERED GROUT SOLID TYP (STOP BOND — BEAMS OR CONCRETE TIE BEAMS, 36" LAP SPLICE (2) #7 HORZ. REINF. IN DO NOT CUT THRU THEM, BUT T GROUTED LINTEL DOWEL INTO THEM CAREFULLY.) L;]07-31­t18 PERMIT COMMENTS NO, DATE REMARKS PROVIDE GROUTED REVISIONS CELL (3,000 PSI) W/ AU a 7 DRAWING TITLE: (2) #7 VERT. REINF. Perrratt, PARTITION TYPES & r,,, �. St. Lucie( DETAILS GENERAL STRUCTURAL NOTES: 1. COMPLETE GROUTING BEFORE CUTTING WALL FOR NEW OPNG @ ENDS OF EXISTING WALL OR BEFORE APPLYING PLATES FOR NEW PIERS CMU PROJECT No.: ISSUE DATE. 2. BLOW OUT HOLES WITH COMPRESSED AIR AND USE NYLON BRUSH PER MANUFACTURER'S RECOMMENDATIONS TO REMOVE COMPLETELY ALL 51394.64 05-23-18 DUST & CHIPS BEFORE APPLYING IF CELLS ARE EMPTY USE HY20 OR EQUAL IF GROUTED THEN USE HY150 OR EQUAL. DRAWN BY: CHECKED BY: 3. GC TO HIRE X-RAY SERVICES FOR VERIFICATION OF EXISTING REBAR AC KN 4. ALL GROUT TO BE 3,000 PSI MINIMUM SHEET NUMBER: = 1'-011 A7.01 1" REINFORCING STEEL - FULL HEIGHT TILE FACE OF WALL BACKSPLASH SEALANT BEAD 4" H. P- LAM ��� ��� , BACKSPLASH _REFER TO PLAN SCHEDULED CARPET REFER TO PLAN ASD SKY P LAM COUNTERTOP SEALANT BEAD SEALANT BEAD -- SCHLUTER SCHIENE /EFER TO PLAN TRANSITION STRIP W/ N SOLID SURFACE STAINLESS STEEL FINISH - 1 1/2" M.D.F. W/ COUNTERTOP o ALIGN W/ T.O. FLOORING PLASTIC LAMINATE; REFER TO PLAN REFER TO SCHEDULED TILE FLOOR ELEVATION PULL (REFER TO ALIGN FOR FINISH PLAN ELEV. FOR SPEC) ,-_ __ _ 1240 East AND � 5th Avenue PULL AS SCHEDULED __ LAMINATE TYPE J ¢ C - -- SCHEDULED Tampa, FL 33605 WHITE MELANINE INTERIORS T 813,223,2293 a a d SHIM AS REQO TO __ ° 3/4" ADJ. PLYWOOD V-5" - 3/4" PLYWOOD F 813.223. 433 q MATCH COUNTER - z _ _ ___ - PLYWOOD DRAWER 2 ° SHELF ON PLAM TRASH BIN HOLDER O ° a z o o RECESSED STDS & z ON ACCURIDE C_ ___ __ 7 ON ACCURIDE www.asdsky.com PATCH / SLOPE AS O PINS O ¢ - SMOOTH GLIDES REQUIRED FOR LEVEL ) ° ° ¢ ID O @ EACH ( ) GLIDES 2 E > SIDE w TRANSITION w 3/4" MDF DOOR, g — BLOCKING AS REQUIRED TYP I w P w - -- ---- - ATTACH TRASH BIN BLACK MELAMINE P.LAM ON MDF ^ O ° ° INSTALL ON SELF ¢ O HOLDER TO 3/4" = ALL EXPOSED ' '� SCHEDULED VINYL / - CLOSING CONCEALED w INTERIORS 1 S > MDF DOOR, w SURFACES TO BE , RESILIENT FLOORING HINGES & SILENCERS INSTALL SILENCER w Lu w VERIFY CLEARANCE W/ EQUIP. w P.LAM WELLNESS SCHLUTER REND-U )� o o O LU H LU PROVIDE FILE TRANSITION STRIP W/ ° ° w - TRASH BIN; VERIFY HANGERS (BLACK) IN STAINLESS STEEL FINISH ALL EXPOSED ALIGN EQUIPMENT P LAM. CES TO BE w COOUNTERFACE �� CLEARANCE FILE CABINET (TYP) SCHEDULED STONE / TILE FLOOR 1/2" PLYWOOD Y - ALL EXPOSED BACKING SURFACES TO BE ° P. LAM - - FACE OF WALL v FINISHED FLOOR d °--- ° d. d 0 3„ d ° NOTE: SEE ELEVATIONS FOR FINISHES 3 d _ 15 FLOOR TRANSITIONS 3" = 1'-0" �12 BASE CABINET W/ P.LAM TOP 1 1/2" = 1'-0" 9 BASE CABINET - OPEN 1 1/2" = 1'-0" 6 BASE CABINET W/ TRASH 1 1/2" = 1'-0" 3 BASE CABINET W/ 3 DRAWERS 1 1/2" = 1'-0" l --- - --- - P LAM BACKSPLASH; REFER TO ELEVATION - _ - -- FULL HEIGHT TILE BACKSPLASH / FOR FINISH AND HEIGHT SEALANT BEAD ADA SINK AND FAUCET - AS SCHEDULED -- SEALANT BEAD i P LAM COUNTERTOP REFER TO PLAN -- 1 1/2" PLYWOOD SEALANT BEAD REFER TO PLAN SUBSTRATE W/ REFER TO PLAN a PLASTIC LAMINATE; SOLID SURFACE REFER TO `Q COUNTERTOP -J ELEVATION FOR _o ++ FINISH b - < 1 0 0 U) L ALIGN ALIGN o WHITE MELANINE INTERIORS - - PULL AS SCHEDULED ¢ ---- - ----- TA aO co I.L B PULL AS LJL. 3/4" PLYWOOD 1' - 6" SCHEDULED UJ 3 TRASH BIN HOLDER ER CD v PULLAS PPL PLYWOOD ON ACCURIDE >= J SCHEDULED z GLIDES, (2) @EACH z z O SMOOTH GLIDES N p - ___ - SIDE O -- --- ---- -- (TYP) �"' r (n REFER TO FINISHES ~ __ _ 4 ~ 3/4' MDF DOOR, ATTACH TRASH BIN w - --- -- O SCHEDULE FOR WALL INSTALL ON SELF w ' HOLDER TO 3/4" w W co FINISH (GWB OR -r COORDINATE WITH TRASH BIN UJ BLAC------------------------------ K E MILLWORK) CLOSIN w MDF DOOR, w WHITE MELANINE INTERIORS CONCEED O VERIFY CLEARANCE W/ EQUIP. P.LAM ON MDF, INSTALL SILENCER O MELAMINE HINGES w INTERIORS ALL EXPOSED SILENCERS LU n LU LL SURFACES TO BE w TRASH BIN: w w 1/2" REVEAL PAINT TO ALL EXPOSED w RUBBERMAID w X P. LAM MATCH PARTITION SURFACES TO BE 1 5„ COMMERCIAL, 2544 V - 6' FINISHED BASE P LAM. FIRE RESISTANT PROVIDE BLOCKING PROVIDE FILE WASTEBASKET AS NECESSARY F_ FILENGERS CABINET N 1/2" PLYWOOD --- --- 15"Lx11-1/4"Wx20"H ( - - COMPRESSIBLE BACKING - -- ALL EXPOSED ACOUSTIC GASKET / FINISHED FLOOR SURFACES TO BE FINISHED FLOOR P LAM FINISHED FLOOR j v - UNFINISHED FLOOR FINISHED FLOOR % 0' - 3, NOTE: SEE ELEVATIONS FOR FINISHES -__--___-- Florida Business License #: AA26001572 Registered Architect: Kenneth Cowart Registered Architect License #: AR93215 14 WALL BASE -FLUSH BASE 3" = 1'-0" ;11 BASE CABINET W/ SINK 1 1/2" = 1'-0" $ BASE CABINET W/ TRASH 1 1/2" = 1'-0" 5 BASE CABINET -OPEN 1 1/2" = 1'-0" 2 BASE CABINET W/ 2 DRAWERS 1 1/2" = 1'-0" ThisdrawingisthepropertyofAssociated Space Design, Inc. and is not to be reproduced or copied in whole or part. It is �- FACE OF WALL not to be used on any other project and is to be returned upon request. Scales as stated -- PLASTIC LAMINATE herein are for reference only as normal BACKSPLASH, REFER TO reproduction processes may alter the ELEVATION FOR HEIGHT - -- FULL HEIGHT TILE accuracy of original drawings. BACKSPLASH Associated Space Design, Inc. 2018 SEALANT BEAD - MDF W/ PLASTIC REFER TO PLAN SCRIBE COUNTER TO _ LAMINATE; REFER TO -SEALANT BEAD / REFER TO PLAN SEALANT BEAD PROVIDE REFER TO PLAN v ELEVATION FOR FINISH D SURFACE 1 -2 - 3/4" MDF DOOR INSTALL SELF - COUNTERTOP 0' - INSIDE CLR LAMINATE PLASTIC CLOSING CONCEALED HINGE�u & - SILENCER w NOTE: ALL CABINET - N 'r _ .. _ - N ° ° y DOORS TO RECEIVE ' -'" -' - - - FIRE RETARDANT MAX SIZE RUBBER BUMPERS 2D : o ALL EXPOSED SURFACES TO � ALIGN - O � � L 0 _4I _ _ _ _ o ° BE P.LAM - O o TREATED WOOD ¢ - _. BLOCKING AS REQ'D 3/4" ADJUSTABLE SHELF ON DRAWER PULL AS OUG 1 1/2" GROMMET, ° RECESSED STDS & PINS _V SCHEDULED ELEV. (FOR SPEC) MO COLOR E T OR D PULL HIDDEN BRACKET 0 o UJ - CABINET BACK IS 1/2 0 ° 3/4' ADJ. PLYWD SHELF z APPRVD. EQ. _ FACE OF WALL A o z C7 PLYWOOD o o 0 -- - BLOCKING AS REQUIRED w O w z ON RECESSED STDS & H w - ¢ 1' - 0" FIXED PAINTED WOOD � L po METAL PINS w o ° ¢ ---- ----- ----- ----- - _ _ 3/4" MDF W/ PLASTIC F 4 x4 CUT OUT FOR CABLE SHELF w LAMINATE; REFER TO ¢ _-- -` - - ° 3/4" MDF DOOR, INSTALL w , - - - 1/2" PLYWD BACKING w SELF CLOSING O S a ELEVATION FOR FINISH o ° - ° ° CONCEALE HINGES & ~ PLAM FINISHED o ...-._._._.._,_ _ _ 1 07-31-18 PERMIT COMMENTS CJ ° o SILENCERS INTERMEDIATE SUPPORTS. REMARKS ____ -___ -- __ w -- DRAWERS TO BE 1/2" _ +s„ s � w MAX 4'-0" O.C.; REFER TO ECEI NO DATE OTTOM ELEV. FOR SPEC) w SIDE PAIR 100LBS ° z ELEVATION FOR REVISIONS PULL (REFER TO RATED, BALL LEARING w V ALL EXPOSED SURFACES LOCATIONS AUG 1 7 ?_018 d• PLYWOOD, PROVIDE w � INT. SURFACE TO BE WHITE MELANINE DRAWING TITLE, To BE P.LAM DETAILS NOTE: SEE ELEVATIONS FORROLLER O FULL Permitting uer arcment I w EXTENSION DRAWER � ''� FINISHES � - ___ ---- SLIDE 1/2" PLYWD BACKING ` St. LUcie County, FL ----- ----- _ - .. � PROJECT NO.: ISSUE DATE' 11 F7 01 $„ PLASTIC LAMINATE 'v 51394.64 05-23-18 BASE; SCRIBE P LAM DRAWN BY: CHECKED BY: 0' 3" BASE TO FLOOR NOTE: SEE ELEVATIONS FOR FINISHES 3"4 AC KIN SHEET NUMBER', 13 DETAIL: UPPER CABINET 1 1/211= 1'-0" 10 BASE CABINET W/ 4 DRAWERS 1 1/2" = 1'-0" 7 BASE CABINET 1 1/2" = 1'-0" 4 WORK SURFACE 1 1/2" = 1'-0" 1 FIXED SHELVING 1 1/2" = 1'-0" A7.02 I REFER TO ELEVATION SEE PLAN 1 112" M.D.F. W/ PLASTIC LAMINATE; REFER TO ELEVATION FOR LAMINATE TYPE, MITER EDGES BUTCHER BLOCK ASD ZAT 3" 2" GROMMET COUNTERTOP 3/4" M.D.F. W/ PLASTIC - LAMINATE FIXED SHELF ADJ. 3/4" M.D.F. SHELVES W/ HIGH PRESSURE LAMINATE ON RECESSED STANDARDS 1240 East 5th Avenue 3° f 3 - Tampa, FL 33605 p 3"X4" CUTOUT FOR WIRE T 813.223.2293 MANAGEMENT --- `- '— - w (2) 1-1/2" CONDUIT o _ INTERIOR SURFACE TO F 813.223.2433 BE WHITE MELAMINE w N WWW,asdsky.com 8"x8" CUTOUT AT END OF � PANEL FOR ACCESS TO CONCEALED HINGE, w WALL MOUNTED - SPRING LOADED w OUTLETS TO BE CUT IN ®. �. FIELD UR\TERRA LL— WELLNESS INTERIOR SURFACE TO BE WHITE MELAMINE PLASTIC LAMINATE BASE; SCRIBE d P. LAM, BASE TO FLOOR 11 2„ REFER TO ELEVATIONS REFER TO ELEVATION FOR FINISHES 6 DETAIL: POS W/ OPENING SHELVING 1 1/2" = 1'-0" 3 DETAIL: ISLAND 1 1/2" = 1'-0" �— 1 1/2" M.D.F. W/ PLASTIC LAMINATE; PARTITION AS SCHEDULED SEE PLAN j REFER TO ELEVATION FOR v LAMINATE TYPE, MITER EDGES CUT OUT SINTRA LETTERS. SIZE, COLOUR AND S E PLAN — M.D.F. W/ PLASTIC LAMINATE i GRAPHIC FILE TO BE SUPPLIED BY CLIENT. COUNTERTOP, MITER EDGES U /u PULL (REFER TO ELEV. FOR SPEC) / --- LETTERING HOLDER SHELF WITH SLOTTED —j _ FASTEN WITH CONCEALED PINS CHANGE OUT, 12" DEEP PLYWOOD DRAWER N / GROOVE REMOVE FOR GRAPHIC C T —� ON ACCURIDE GLIDES (TYP) Q L0 3"X4" CUTOUT FOR WIRE 0 M J — 4"x4" CUT OUT FOR CABLES 3" / 3" MANAGEMENT 0 3 U_ Wi t ° WHITE ° P (2) 1-1/2" CONDUIT ----- CUT OUT SINTRA LETTERS. SIZE, COLOUR AND I„� (B 0 z ° MELAMINE ° j GRAPHIC FILE TO BE SUPPLIED BY CLIENT. = J O INTERIORS 0 Z) ° ° w 3/4" M.D.F. W/ PLASTIC LAMINATE; o O J REFER TO ELEVATION & FINISH _ yj PLAN FOR LAMINATE TYPE �A 00 �0 w o-.... — w VJ LL 0 o o SURFACES ACCES TO BELP LAM EXPOSED ONJRECESS U STANDARDS/ w HIGH PRESSURE LAMINATE ILL w o INTERIOR SURFACE TO BE WHITE MELAMINE r � PLA I- S� r P. LAM BA ETIC ITOTFLOORE; SCRIBE Y N � J 2„ C4 m v o �.8 8 CHECK -IN DESK AT SHELVING 1 1/2" = 1'-0" 5 DETAIL: POS W/ ADJUSTABLE SHELVING 1 1/2" = 1'-0" As06 This drawing is the property of Associated Space Design, Inc. and is not to be } reproduced or copied in whole or part. It is 3"X3" CUTOUT FOR not to be used on any other project and is to WIREMANAGEMENT be returned upon request. Scales as stated Ln herein are for reference only as normal 1-1/2" CONDUIT reproduction processes may alter the inal drawings. SEE PLAN 1 112" M.D.F. W/ PLASTIC METAL FRONT COVER WITH ACRYLIC INSERT Associated Spacaccuracy of e Design, Inc. 2018 LAMINATE; REFER TO 2" GROMMET, OR SLEEVE ELEVATION FOR LAMINATE —1 M.D.F. TYPE, MITER EDGES SEE PLAN i , M.D.F. W/ PLASTIC LAMINATE 7 3/4" 2" 1 1/2" POCKET FOR GRAPHIC INSERT COUNTERTOP, MITER EDGES � PULL (REFER TO ELEV. � _ PROVIDE FINGER LIP FOR SPEC) o P P SOLID SURFACE COUNTERTOP \ (V J -- PLYWOOD DRAWER ON BLOCKING AS REQUIRED ACCURIDE GLIDES (TYP) z _ z — 4"x4" CUT OUT FOR CABLES F 3/4" M.D.F. W/ PLASTIC 0 > LAMINATE; REFER TO PULL (REFER TO ELEV. FOR SPEC) ELEVATION & FINISH > w 3/4" MDF DOOR, INSTALL SELF CLOSING w PLAN FOR LAMINATE w W TYPE o o a? CONCEALED HINGES & SILENCERS Co 1" PAINTED WOOD ALL EXPOSED SURFACES TO BE P.LAM w SHELVING °. o NO: DATE: REMARKS: W 3/4" ADJ. PLYWD SHELF ON RECESSED STDS REVISIONS, INTERIOR SURFACE TO &METAL PINS BE WHITE MELAMINE 1/2" PLYWD BACKING DRAWING TITLE. DETAILS FT PLASTIC LAMINATE BASE; SCRIBE P. LAM. 4„ iv BASE TO FLOOR x- 1t 3" 4" 2" PROJECT NO,: ISSUE DATE. _ 51394.64 05-23-18 DRAWN BY: CHECKED BY: NOTE: SEE ELEVATIONS FOR FINISHES AC KN SHEET NUMBER:: A7.®3 7 CHECK -IN DESK 1 1/2" = 1'-0" 4 DETAIL: POS AT CORNER SHELVING 1 1/2" = 1'-0" 1 MARKETPLACE MILLWORK - FULL HEIGHT)" MIAMI-MIAMI-DADE COUNTY • M MADE PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (PER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy Gensteel Doors Inc. 4950 Hickmore Street Ville St. Laurent, Quebec, Canada H4T1K6 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Genstorm 4888 HD" Flush Outswing Single & Double Steel Doors-LMI APPROVAL DOCUMENT: Drawing No. AD15-35, titled "Genstorm Outswing 4888 HD Steel Door System (LMI)", sheet 1 through 12 of 12, dated 12/14/14 and last revised on FEB 27, 2018, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Doors are rated for water infiltration requirement w/ threshold (w/ item # 18, bulb gasket & cell foam tape entire frame perimeter). All door panels require Stiffeners (items #20, #21& #22), see sheet 8 for details. 2. Lock Options # 1, 2 & 4 in sheet 9, require total two (2) flush bolts (top/bottom) on the Inactive panel. Dorma 9400 series Surface Vertical Rod & Dorex 9500 FV must use the corresponding strikes at rod ends. LABELING: Each unit shall bear one of the following permanent labels: Gensteel Doors Inc. Gensteel Doors hic. North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901-1911 and series and the statement: "Miami -Dade County Product Control Approved". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # I5-0526.02 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. �, 1\.\t' lv NOA No. 18-0116.16 Expiration Date: April21, 2021 Approval Date: March 06, 2018 Page 1 Genteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous files A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. AD15-35, titled "Genstorm Outswing 4888 HD Steel Door System (LMI)", sheet I through 12 of 12, dated MAR 25, 2016, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(see approval limitations) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with marked -up drawings and installation diagram of Genstorm Opaque Outswing Double Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 7654, dated 10/13/09 and FTL 5898, dated 08/14/2014, signed and sealed by Idalmis Ortega, P.E. Note: This test report has been revised by an addendum letter dated August 31, 2015, issued by fenestration Testing Lab, signed by Ms. Illiana Sanchez. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (51h Edition), prepared by MCY Engineering, Inc., dated 05/18/15 and last revised on 11/11115, signed and sealed by Yiping Wang, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile test report NO. FTL 7654 per ASTM A370-05 dated 08/14/14, issued by Fenestration Testing Lab, signed and sealed by Idalmis Ortega, P.E. 2. Notice of Acceptance No. 14-1015.08 issued to Johns Manville for "Polyisocyanurate foam(R- panel 25PSI)", expiring on 02/05/19. 3. Technical specification of Fiberglass 800 series insulation compliance to ASTME-84, published by Johns Manville dated 06/15. 4. Technical specification of "Expanded Polystyrene (EPS-type I)" sheet, published by LigerLite (using STYROCHEM's EPS beads) F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51 Edition), dated 05/18/15, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 2. Statement letter dated March 30, 2016, for use of STYROCHEM's EPS beads to manufacturer LegerLite core, issued by Le Groupe LegerLite Inc, signed by Patrik L'Ecuyer, VP-Ventes. 3. Statement letter of Lab. Compliance, as a part of above test reports. G. OTHER 1. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively. , L� a Ish q I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.16 Expiration Date: April 21, 2021 Approval Date: March 06, 2018 E -1 A GENSTEEL DOORS INC. 0 a SERIES "GENSTORM OUTSWING 4888 HEAVY DUTY OPAQUE STEEL DOOR" LARGE MISSILE IMPACT (LMI & SMI) SERIES GENSTORM OUTSWING 4888 HEAVY DUN OPAQUE STEEL DOOR (LMI & SMn TYPICAL ANCHORS 0 JAMB: (REFER TO ELEVATION FOR SPACING) TYPE G WIRE ANCHOR (FA3030) (FY = 60 KSI.) MIN. 19" LG V d HEAD/JAMB TO BE GROUT FILLED (3000 PSI MIN.) ®oo -THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE TYPE A 5/16" DIA, ULTRACONS BV'ELCO' (Fy=155 ksi Fu = 177 ksi) 0.173 DIA STEEL. WIRE ANCHORS EMBED INTO ti m C REQUIREMENTS OF THE 6TH EDITION OF FLORIDA BUILDING CODE 2017 INCLUDING THRU EMA (EXISTING MASONRY ANCHOR) GROUT FILLED CONCRETE BLOCK o HIGH VELOCITY HURRICANE ZONE (HVHZ). DIRECTLY INTO CONCRETE, fc'=3000 PSI MIN. fm'=3000 PSI MIN.. r. 1-3/4" MIN. EMBED, 2 3/16" MIN. EDGE DISTANCE - DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT AND DO NOT REQUIRE TYPE 3/8" POWERS WEDGE BOLT ANCHOR BY'POWERS' om r• w 54 SHUTTERS. TYPE Al 5116" DIA. ULTRACONS BY'ELCO' (Fy=155 ksi Fu = 177 ksi) THRU EMA (EXISTING MASONRY ANCHOR) THRU EMA (EXISTING MASONRY ANCHOR) DIRECTLY INTO CONCRETE fc'=3000 PSI MIN. ? - DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE INTO WOOD. SG=0.55 MIN. 1 1/2" MIN. EMBED, 3 1/4" MIN. EDGE DISTANCE F t 1/2" MIN. EMBED, 1 1/2" MIN. EDGE DISTANCE � Q IS REQUIRED (SINGLE ROW SELF-ADHESIVE CLOSED CELL FOAM TAPE TYPICAL ANCHOR$ D THRESHOLD: I`ln TO BE APPLIED TO ENTIRE PERIMETER OF FRAME). TYPE B 318" DIA. HILTI SLEEVE ANCHOR Z F o THRU EMA (EXISTING MASONRY ANCHOR) TYPE F 1/4" DIA. ULTRACON BY "ELCO" Ty =155 ksi Fu = 177 ksi) W j U) W - DOOR CAN ALSO BE INSTALLED WHEN WATER INFILTRATION RESISTANCE IS NOT DIRECTLY INTO CONCRETE fd=3000 PSI MIN.111 DIRECTLY INTO CONCRETE fc'=3000 PSI MIN. REQUIRED (SINGLE ROW SELF-ADHESIVE CLOSED CELL FOAM TAPE TO BE APPLIED TO 1-1/4" MIN. EMBED, 3 1/4" MIN. EDGE DISTANCE 1-112" MIN. EMBED, 2-112" MIN, EDGE DISTANCE Z 00 ENTIRE PERIMETER OF FRAME). TYPE 81 DIA. HILTI SLEEVE ANCHOR TYPE F1 1/4" DIA TAPCON' BY "ELCO" F 700 ksi Fu = 125 ksi (y ) 0 m Z C " o - ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING H THRU EMA (EXISTING MASONRY ANCHOR) DIRECTLY INTO CONCRETE N. EDGE PSI MIN, 0 1-1l2" MIN. EMBED, 2-112" MIN. EDGE DISTANCE W m DIRECTLY INTO GROUT FILLED CONCRETE BLOCK O OR STUCCO. fm'=3000 PSI MIN. 0 1-1/4" MIN. EMBED, 3 1/2" MIN. EDGE DISTANCE TYPICAL ANCHOR A FRAME',JAMB BOTTOM CORNER: o ¢ -ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS � ARE NOT PART OF THIS APPROVAL. - TYPE C 3/8" DIA. SLEEVE ANCHOR BY'WEJ-IT TYPE F2 1/4" OR 6/16" DIA.: ULTRACON BY "ELCO" Ty = 155 ksi Fu = 177 ksi) THRU EMA (EXISTING MASONRY ANCHOR) DIRECTLY INTO CONCRETE fc'=3000 PSI MIN. - MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME DIRECTLY INTO CONCRETE fc'=4000 PSI MIN. 1-1/2" MIN. EMBED, 2-1/2" MIN. EDGE DISTANCE — Y � N INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. 2_3/8" MIN. EMBED, 2 3/8" MIN. EDGE DISTANCE M E a rn a8 = - METAL STRUCTURES AT HEAD/JAMBS NOT BY GENSTEEL DOOR CO. TYPE C1 3/8" DIA. SLEEVE ANCHOR BY'WEJ-IT u v MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE THRU EMA (EXISTING MASONRY ANCHOR) d ir c M N O °c ^ BUILDING STRUCTURE. DIRECTLY INTO GROUT FILLED CONCRETE BLOCK O o ad- - 2XWOOD BUCKS AT HEAD/JAMBS BY OTHERS MUST BE ANCHORED PROPERLY fm'=3000 PSI MIN. O TO TRANSFER LOADS TO THE STRUCTURE. 1 1/4" MIN. EMBED, 2 3/8" MIN. EDGE DISTANCE W d n - A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED TYPED 3/8" DIA. SLEEVE ANCHOR BY 'POWERS' IN DESIGN OF ANCHORS INTO WOOD ONLY. THRU EMA (EXISTING MASONRY ANCHOR) DIRECTLY INTO CONCRETE fc'=3000 PSI MIN. -DOOR PANEL: MIN. 20 GA. (.038") STEEL MIN, Fy = 42 KSI MIN & Fu = 53 KSI MIN. 2 1/2" MIN. EMBED, 3 1/8" MIN. EDGE DISTANCE O Yi 3 un, DOOR FRAME: MIN. 18 GA (.048") STEEL MIN. Fy = 42 KSI MIN. & Fu = 53 KSI MIN. TYPE D1 3/8" DIA. SLEEVE ANCHOR BY'POWERS' m L rn M - DOOR PANEL STAINLESS OPTION: 20 GA (.038") STAINLESS STEEL, THRU EMA (EXISTING MASONRY ANCHOR) OWDUC f REVISM v ^ TYPES 304 OR 316 GRADES, Fy = 42 KSI MIN. Fu = 53 KSI MIN. DIRECTLY INTO GROUT FILLED CONCRETE BLOCK a/ complying with the Florw hording O z ro a o DOOR PANEL MEETING MIN. Fy= 42 KSI & Fu = 53 KSI OR BETTER MAY QUALIFY HAVING AS A VERIFICATION OF fm'=3000 PSI MIN. Cede Aaceptnrce Na ►� 6!/6• 1 3 v� - s THE AVAILABLE MIN. YIELD STRENGTH. IN. YIELD STRENGTH. 2" MIN. EMBED, 3 1/8" MIN. EDGE DISTANCE E><NrMibNl Orate I =O W z / Iw - DOOR FRAME STAINLESS OPTION: 18 GA (.048") STAINLESS STEEL TYPE E 5/16" DIA. SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR ST/ST THRU EMA (EXISTING MASONRY ANCHOR) FEB 2 7 2018 a: 0 m TYPES 304 OR 316 GRADES, Fy = 42 KSI MIN. & Fu = 53 KSI MIN, Eaf (— DOOR FRAME MEETING MIN Fy = 42 KSI & Fu = 53 KSI OR BETTER MAY INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) Z QUALIFY HAVING "MIL -CERTIFICATE" AS A VERIFICATION OF STEEL: Fy = 36 KSI MIN. \, 1�'1 `, I I I I / //�� WU, THE AVAILABLE MIN. YIELD STRENGTH. ALUMINUM : 6063-T5 MIN. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) \\pR A (STEEL N - ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6, SHALL BE 5/8" MIN. EDGE DISTANCE I•' \p� •, DA'I'8 12/24/14 LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. C.A.N. 28677 No 55983 y, NOTES: k / * RA"N J� ROJECT 11 -007 _ I ♦ I Iy K EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL,SEALANT i A E OF ' DUMG NO. AD15-35 ALL FRAM . �'� ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT � �;. t�s •�C OR G\ PERIMETER -. \\ MIAMI DADE COUNTY ys�ONAL I Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted A. DRAWINGS 1. Drawing No. AD15-35, titled "Genstorm Outswing 4888 HD Steel Door System (LMI)", sheet 1 through 12 of 12, dated 12/14/14 and last revised on FEB 27, 2018, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. Test 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition), dated 01/02/18 , prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. E-mail statement letter dated 02/27/18 clarifying DWG changes, issued by MCY Engineering, Inc., signed by Yanet Pablos. G. OTHER 1. This NOA revises # 15-0526.02,expiring 04/21/21. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.16 Expiration Date: April 21, 2021 Approval Date: March 06, 2018 E -2 I I - , , � D � E DEADBOLT \ CYLINDRICAL LOCK / \ /tACTIP 10 SEE DETAIL ON SHEET 12INACTIVE 1 1T L�ry �i' ANCHOR TYPE F TY & F1 INTO CON 47 3/4" HINGE LAYOUT PANEL WIDTH "' PANEL WIDTH (FOR BOTH SINGLE TYPICAL EXTERIOR ELEVATION (XX) & DOUBLE DOORS) (DOUBLE PANEL OUTSWING STEEL DOOR) CYLINDRICAL LOCK+ DEADBOLT (LOCK OPTION 1 & 4 SEE SHEET 9) I ANCHOR TYPE At ONLY H � ;SEE TABLE 1 ANCHORTVPE (THRU EMA) NUMBER OF REQ'D ANCHOR A, B, Ct&D 2 B1, C. D1,E&J 3 Al 5 M 3000 PSI MIN. GROUT FILLED HEAD/JAMB ON SHEET 12 WIRE ANCHOR LAYOUT (TYPE G ANCHOR) (FOR DOUBLE DOOR) (TO BE USED WITH 3000 PSI GROUTED HEADER & JAMBS) F x (7 W x QW K (FRAME WIDTH) 48" MAX. (DOOR OPENING) A SIM. U W Oz v= I _�DEADBOLT E v CYLINDRICAL LOC SEE DETAIL t 51M. ON SHEET 12 ./ ACTIVE 'I 3000 PSI MIN. GROUT FILLED HEAD/JAMB Po o Va. O y 761 o� ANCHOR TYPE F `SEE DETAIL MAX. & F1 INTO n ON SHEET 12 47 3/4" WIRE PANEL WIDTH ANCHOR LAYOUT TYPICAL EXTERIOR ELEVATION (X) (TYPE G ANCHOR) (FOR SINGLE DOOR) (SINGLE PANEL OUTSWING STEEL DOOR) (TO BE USED WITH 3000 PSI CYLINDRICAL LOCK + DEADBOLT GROUTED HEADER & JAMBS) (LOCK OPTION 1 & 4 SEE SHEET 9) DESIGN LOADS (FOR SIZES SHOWN ABOVE OR SMALLER) AS PERMITTED BY FBC +90.0 PSF - 90.0 PSF STEEL AUTT HINGES 4 PER LEAF. VWDUC f REVIM TO BE FASTENED BY (4) #12-24 x 1/2" 00 gUait yiag with no plod& FLATHEAD MACHINE SCREWS bWYding coin TO THE DOOR PANEL AND TO Aweptanee No 16-0116.16 THE FRAME. TOTAL OF (8) SCREWS PER HINGE Espirapaa Date _ I t 1 _.ulllllt.. MIAMI DABS COUNTY . ��al,rei�agG� /N�Ioo�55}5�98833 'Ib Cato ns s"orm ,g0{ 11-00] yI Imo.,. DRANDIG N0. +� AD15��ee ?� pp 2 OFJE�`1 i St. I me 1240 EAST 5th AVE TAMPA, FL 33605 T 813.223.2293 F 813.223.2433 www.asdsky.com R14 Florida Business License #: AA26001572 _ Registered Architect: Kenneth g t en eth Cowart Registered Architect License # AR93215 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2016 1 08,28.18 NEW SHEET NO: DATE: REMARKS; REVISIONS: DRAWING TITLE: PRODUCT APPROVALS 18-0116.16 51394.64 05.23.18 O DRAWN BY: CHECKED BY: KN KC SHEET NUMBER: Rlnent A7 m ®4 County TARI F 4 �T� 1° A J I ANCHOR TYPEI (THRUEMA) NUMBER OF REQ'DANCHO A. B, C1&D 2 Bi, C, D1,E&J 3 Al 5 UQ W C p. E mo 0 E \ _J / HINGE LOCATION / SEE SHEET 2 " (HINGE LAYOUT) SEE DETAIL \ 10 / ONSHEET 12 \ / B _ INACTIVE / ACTIVE 6" MAX. - - 12"{`. `SEE DETAIL ANCHOR TYPE F ( ) ON SHEET 12 & F1 INTO CONIC. 47 3/4" 47 3/4" PANEL WIDTH PANEL WIDTH TYPICAL EXTERIOR ELEVATION (XX) DESIGN LOADS (FOR SIZES SHOWN ABOVE OR SMALLER) (DOUBLE PANEL OUTSWING STEEL DOOR) AS PERMITTED BY FBC MORTISE LOCK W/ DEADBOLT +90.0 PSF (LOCK OPTION 2 SEE SHEET 9) - 90.0 PSF — SUBSTRATE 'SUBSTRATE �o .a C�l f= \ U 00 Q m r 91 C7 \ p _a F2 E ZF a� 9 kW TO 2a J WHINGE LOCATION y W p Z / SEE SHEET 2 O �1 / (HINGE LAYOUT) 00 8 Z N i +m Wg SEE DETAIL } 0 0._ ON SHEET 12 SIM. C / ACTIVE N MR (1 Y 12" MAX ANCHO TYPE F SEE DETAIL N n & F1 IIJ CONIC. ON SHEET 12co o x r2 TYPICAL EXTERIOR EL ATION (X (SINGLE PANEL OUTSWING S EEL DOOR) MORTISE LOCK W/ DEA BOLT (LOCK OPTION 2 SEE SH ET 9) 14 #6X3/4"FH #6X3W'FH ........ SMS 0" O.C. "'^"'^^""" SMS 0" O.C. 0 "m O .,. 1 O 0 1D w OSTIFFENERS „ Z SEE SHEET 8 z R® R© 1 ST FFEN SE SHE T 8 z z „w ZM Z_ uJ _ 13!4" OIN- N 0 w HEAD DETAIL �w A w HEAD DETAIL 1 D=w = uL 0= DO) x OPTION Ou oW = �w W Lu Oo w LU ® ® . W LL to D 0 y STIFFENERS v SEE SHEET 8 u,,,,,, z W W 3 W...._... .-. 1 __........_.. Z #6 X 3/4" FH SEE SHE 8 SMS @ 8'. Z W MIN. TYPICAL F & Ft ANCHOR EDGE DIST. INTO CONCRETE SEE SHEET 1 (SEE ELEVATIONS ON SHEETS 2, 3 & 4 FOR SPACING) TYPICAL NGP 950V THRESHOLD B NON -WATER RATED (DETAIL AT INACTIVE PANEL) #6 X 3/4" FH SMS 0 8" O.C. gZm g w MIN. TYPICAL F & F1 ANCHOR EDGE DIST. INTO CONCRETE SEE SHEET 1 (SEE ELEVATIONS ON SHEETS 2, 3 & 4 FOR SPACING) TYPICAL NGP 950V THRESHOLD B OPTION NON -WATER RATED (DETAIL AT ACTIVE PANEL SVR) MIAMI DADE COUNTY g � I E vM ,n M Y r �°0 r L d c a W O w o d x II� ; a,2 W � 3 a IIWDUCI'REVI" ,e gompli i•gwith the F7odit a a0 W o N bull As"ptaaeeNo (iS—dL1L•lG J �' N� ql� k Dole 0 J..1 Iha.• �^ in P�1 5 3 O.- Y �.. U „ t- FEB 2 7 2018 o Y a 0 e /24/14 PE #55983 C A. �2gg�77 ' 1�0 aby83 "M , DiANN be E OF i c�OR1 \� DRAwNO N0. AD15-35 S�ONAL, � �`\\� 3 O_F1 2 o �n L6Cd L6m Z 'Z r� F d SEE SHEET 9 OF 12 Z F FOR LOCK OPTIONS � FOR DIFFERENT HARDWARE W i (SINGLE AND DOUBLE DOORS) Z 0 UI 0 m WN �" � g m Y h 0 4 0 YF O c v Lu 0 m w o� a "OpuCTREVt61l Q ; ft pLyig with at Fla wo Q v allift Acceptance No IJf^0116.1b YF FFsP4Nion Due ,°� ►,�._ 1. L.�..s� � �+ N " In z a N U O Y o N FEB 2018 o VAAA111 r ,11; �7, z \\FLORPA REGISTRATION . /� 9ggg339,,,,,3 DA'�. ,Yea/,a UFAWC As sHrnm .A.N.'ZBG9� ` " A E O �OR � \\AD156 C1G\ E\\\ 35 MIAMI DADE COUNTY //ONAI1 ..i17 99 7/8" MAX. TABLE 1 RAME WIDTH) 95 7/8" MAX, 2'. ANCHORTYPE (THRU EMA NUMBEROF REQ'D ANCHOR A B, C1&D 2 Al 5 48" MAX. _ I I Z t a. ull ► — _ oa ZD mo z II \ -DO WC D1 u u E_w F1 w O o _II �� \ --- --- / �0 ----- U. HINGE LOCATI \ I / HINGE LOCATION SEE SHEET 2 SEE SHEET 2 (HINGE LAYOU II (HINGE LAYOUT) g / SEE DETAIL SEE DETAIL ON SHEET 12 \ /B 1 _ ON SHEET 12 B 1 ACTIVE ACTIVE ACTIVE w c rn 6" MAX 12" A 6" MAX. 12" X. SEE DETAILO MAX, ANCHOR TYPE F SEE DETAILrrG ANCHOR TYPE F ( ) ON SHEET 12 ON SHEET 12 & F1 INTO CONIC. & F1 INTO CONIC. 47 3/4" 47 3/4" 47 3/4" ` PANEL WIDTH PANEL WIDTH PANEL WIDTH TYPICAL EXTERIOR ELEVATION (XX) DESIGN LOADS TYPICAL EXTERIOR ELEVATION (X) (DOUBLE PANEL OUTSWING STEEL DOOR) (FOR SIZES SHOWN ABOVE OR SMALLER)AS PERMITTED BY FBC (SINGLE PANEL OUTSWING STEEL DOOR) SURFACE VERTICAL ROD (SVR) +90.0 PSF SURFACE VERTICAL ROD (SVR) (LOCK OPTION 3 AT INTERIOR SIDE SEE SHEET 9) - 90.0 PSF (LOCK OPTION 3 & 5 AT INTERIOR SIDE SEE SHEET 9) 63&11W U B MASONRY TO BE GROUT FILLED 3000 PSI MIN. #6X3/4"FH O ,y / 10" O.C. TYP. TYPICALANCHOR EMB MENT' SEE SHEET 1 (SEE ELEVATIONS ON SHEET 2, 3, 4 FOR SPACING) DETAIL SHIM TYPICAL ANCHOR SEE SHEET (SEE ELEVATIONS ON SHEET 2, 3,4 FOR SPACING) DETAIL as onvph F od& looping Bode Aoeeptaeee No F*t*6 Bate 4-110 H4dr CooNol INACTIVE EXTERIOR ��� I ( // ACTIVE #6 x 5/8" FH SMS ���� 2 OR 21 OR® Q 6" O.C. TYP. %OR@OR(p STIFFENERS STIFFENERS SEE SHEET 8 DETAIL O SEE SHEET 8 LOCK OPTION #1 & 4 CYLINDER LOCK W/DEADBOLT (FOR PANEL STIFFENER OPTIONS SEE SHEET 8) DORMA 9400 MIAMI DADE. COUNTY d q � �m a NL z nv VV Z d: N. �1 Z Z c "1 J N WN F Wz Z� ON W v T) � m Y N M S Q "D 0 rr 0 9 M. N o �n o O m L; C3 W W y �` O cy w 3 ; a� o� B S M R"RD AJ M t7 PZ up Yp 0 :1 Qto E to O ,n H FEB '� 2018 Y voi t ///// z FLORIOA REGISTRA ON, D iz/za/u .L N/'�(j5gq�jS�R C.A.IY: COO'iW '� , 0 SHOWN y ' a%no\ f�fNDtCm ,I-oD1 79�n �\ AD15-35 4 OF 12 a 3/8" MAX. 8 WIRE ANCHOR SHIM SPACE SEE SHEET 1 2" (SEE ELEVATIONS ON SHEET 2 FOR SPACING) OON ETE BLOCK c: nr 9 ow ow . o DETAIL (I— ) DOREX 9500 FVR ACTIVE \ lI S/ EXTERIOR r� ACTIVE \\`� #6 x 5/8" FH SMS •RODUC r REvI�D 2 OR®OR� 6" O.C. TYP. w wplying with the FW46 kareNng CO& STIFFENERS SEE SHEET 8 DETAIL AerVi ncnceNNoo. 1S-OI( .1C e-�l DETAIL LOCK OPTION #3 cn.ui SVR (SURFACE VERTICAL ROD) (FOR PANEL STIFFENER OPTIONS SEE SHEET 8) MIAMI DADE COUNTY Z ww F 6 Z 3000 PSI MIN. o GROUT FILLED W N WZ U w 00 a Z �m 0 W N 0 Be`w m mi _ Y 3" MAX, M SPACE M W O =� TYPICAL ANCHOR StE SHEET 1 LIT o a (SEE ELEVATIONS O o-- ON SHEET 2, 3, 4 PEOR SPACING) op N O rn y x O ; ttl n ; 6 c �N �'2X-'WOOD BLOCKS O nn'' W 3 MIN. OR WOOD = j1 MEMBER BY m o AT FEB �° 7 2018 o lil o m a G ///1'al r 0 \\\\`1l 4-/ ��"",,,P FLQRr0A��2�EGIGTIS"l�hl'IO? PE #55983 TR 12/e4/11 <ORIO� DPANINO N0. /F`SS AD1�5-35 61 OF 12 ASD SKY 1240 EAST 5th AVE TAMPA, FL 33605 T 813.223.2293 F 813.223.2433 www.asdsky.com �U J (n N L L(7 � CD LL W I N L = 7 in J In V J /) O 0- Florida Business License # AA26001572 Registered Architect: Kenneth Cowart Registered Architect License #. AR93215 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc.2016 1 08.28.18 NEW SHEET NO: DATE: REMARKS: — REVISIONS: DRAWING TITLE: PRODUCT APPROVALS 18-0116.16 PROJECT NO.: ISSUE DATE. Al394.64 05.23.18 DRAWN BY: CHECKED BY: S 04 2018 KN KC m "' . St. 16etie Co"uenN A ■ . 5 TYPICAL ANCHOR SHIM SPACE SEE SHEET 1 (SEE ELEVATIONS 2" ON SHEET 2, 3, 4 FOR SPACING) ...4 CONCRE BLOCK O W O w MIN. 3000 PSI MIN. EM EDM NT GROUT FILLED DETAIL O MAX. MASONRY TO BE GROUT FILLED '� w 3000 PSI MIN.p v r¢nz' O a0 TYPICALANCHOR / MIN-.) SEE SHEET 1 J EMBEDMENT (SEE ELEVATIONS ON. SHEET 2, 3, 4 FOR SPACING) DETAIL F1 EXTERIOR ACTIVE INACTIVE @OR©OR® STIFFENERS LOCK OPTION #1 & #4 SEE SHEET 8 CYLINDER LOCK W/ DEADBOLT DETAIL (FOR PANEL STIFFENER OPTIONS SEE SHEET 8) TYPICAL ANCHI SEE SHEE (SEE ELEVATIO ON SHEET 2; FOR SPACIN _— #6 x 5/8" SMS EXTERIOR ACTIVE `-© @ 6" O.C. TYP. 2 OR ZQORO STIFFENERS LOCK OPTION #3 & #5 SEE SHEET 8 SVR (SURFACE VERTICAL ROD) (FOR PANEL STIFFENER OPTIONS SEE SHEET 8) DETAIL F2 MAX. 99 7/8" DOUBLE DOOR FRAME WIDTH SEE SHEET 3 MAX. 95 7/8" DOUBLE DOOR OPENING VVIDTH SEE SHEET 3 z 0 'a 'C o L6m EXTERIOR CTIVE U o: w � 17 Z #6 x 5/8" S S @ 6" O.C. TYP. 2 OR P@OR® U a STIFFENERS Z LOCK OPTION #2 SEE SHEET 8 W z W M MORTISE LOCK W/DEADBOLT (FOR PANEL STIFFENER OPTIONS SEE SHEET 8) 2 0 O 0 a m B Z Z ryryry U W �" o MAX. 52" SINGLE DOOR FRAME WIDTH SEE SHEET 3' MAX.48" SINGLE DOOR OPENING WIDTH o Y SEE SHEET 3 Cl) � N x° oan U ofU,n U M 0 � r OO /l ` m V d J N UN O 13 3 Cl Cl) w UU C a I N x 3 O� w n ; ',;1 ,y, Y o a`O EXTERIOR J ACTIVE 2 OR 2@OR(p W y nn STIFFENERS SEE SHEET 8 z o a LOCK OPTION #2 MORTISE LOCK W/DEADBOLT O :u o (FOR PANEL STIFFENER OPTIONS SEE SHEET 8) o FEB ? 9013 z /111111/ UU I1 -OSIM 12/24/14 WDUCrREVIRBD aeWYyt with The F lorhh boanE Cede AeceptaBa No [ PaPV"" We CtWwt DADE COUNTY /C.A.N. 28677 No 55983 ,M ` A E b`: ORIMIAMI ///`70NA -Z SHOWN +"_ 99718"MAX. Ur i ivim -I LOCK OPTIONS DOUBLE DOOR ACTIVE LEAF: EXTERIOR ELEVATIONS - OUTSWING DOORS \ DOREX GX1 L SURFACE MOUNT CYLINDER 99 7/8" MAX. / LOCK SET W/ (2) 12-24 X 2 5/8" FH MS AND OPTION 4 g o (2) 8 X 1 1/4" FH MULTI THREAD SCREW, g i DOREX GX1A SURFACE MOUNT METALLIC / DOUBLE DOOR N \ DEADBOLT W/ (2) 10-32 X 1 1/2" OH MS AND \ ACTIVE LEAF: 8 X 3/4" FH MULTI THREAD SCREWDORMA \W/ CL700 CYLINDRICAL LOCKSET J14(2) M INACTIVE /ACTIVE INACTIVE LEAF: " `O (2) 8-32 X 1 3/8" PH MS AND (2) 8 X / 3/4" FH MULTI THREAD SCREW SURFACE BOLT (XX) IVES SB360 SURFACE BOLT W/ (4) 10-24 X' N ''. DORMA DB660 MORTISE DEADBOLT W/ 1 1/4" OH MS (TOP & BOTTOM), i (2) 10-32 X 2 9/16" OH MS AND (2) 8 X 3/4" (2) FLUSH MOUNT METALLIC STRIKE PLATE m / FH MULTI THREAD SCREW EACH W/ (2) 8 X 3/4" FH MULTI THREAD INACTIVE / ACTIVE SCREW SURFACE BOLT INACTIVE LEAF; 99 7/8" MAX. OPTION 2 (XX) (TO SB SURFACE BOLT (TOP &BOTTOM) W/ (4) 10-24 X 1 1/4" OH MS DOUBLE DOOR STRIKE8 X i \\ ACTIVE LEAF: 3DE FDBOLT H MULTI THREAD CRE1(2) DOREX DM45L MORTISE LOCK W/DEADBOLT STRIKE PLATE W/ (2) 12 X 1" FH MULTI THREAD SCREW a� to \ SERIES LOCK SET W/ (2) 12 X 3/4" rn _ �� FH MULTI THREAD SCREW 52„ o°Di N _ J �� HANDLE W/ (2) #8-32 X 7/8" FH MS, OPTION 1 0T / KEY OPERATOR W/ (2) 10 X 3/4" FH SIDS M \ \ SINGLE DOOR INACTIVE ACTIVE INACTIVE LEAF: \ ACTIVE LEAF: IVES SB360 SURFACE BOLTS SURFACE BOLT (XX) (TOP & BOTTOM) W/ (4) 10-24 X 1 1/4" OH MS \ DOREX GX1L SURFACE MOUNT STRIKE FOR LOCKSET W/ (2) 10 X 3/4" FH MULTI g O CYLINDER LOCK SET W/ (2) 12-24 X 2 5/8" THREAD SCREW _ FH MS AND (2) 8 X 1 1/4" i FH MULTI THREAD SCREW, 99 7/8" MAX. OPTION 3 M DOREX GX1A SURFACE MOUNT METALLIC DEADBOLT W/ 2 10 32 X 1 1/2" ACTIVE DOUBLE DOOR OH MS AND (2) 8 X 3/4" FH MULTI THREAD OPTION 3.1 (X) SCREW ACTIVE LEAF/INACTIVE LEAF: DOREX 9500 FV SERIES SURFACE MOUNT AT FRAME JAMB: METALLIC 2 POINT LOCK SYSTEM (2) FLUSH MOUNT METALLIC STRIKE W/ ACTIVATING PANIC DEVICE AND VERTICAL PLATE EACH W/ (2) 8 X 3/4" FH MULTI RODS ON INTERIOR W/ (4) 10-24 X 1 1/4" OH MS; THREAD SCREW °� N (2) 10-24 X 1" PH SELF DRILLING MS; 52" (1) SURFACE MOUNT METALLIC STRIKE PLATE OPTION 2 (#950OA5227) AT FRAME HEAD ATTACHED W/ (2) 01 10-24 X 3/4" FH MS; SINGLE DOOR (XX) (1) SURFACE MOUNT METALLIC STRIKE PLATE. \\ (#9500A5233) AT THRESHOLD ATTACHED W/ (2) 10 X 1" FH SMS ACTIVE LEAF: DOREX DM45L SERIES LOCK SET W/ OPTION 3.2 M i (2) 12 X 3/4" FH MULTI THREAD SCREW ACTIVE LEAFANACTIVE LEAF: ° N HANDLE W/ (2) #8-32 X 7/8" FH MS, STRIKE FOR LOCKSET, 0) KEY OPERATOR W/ (2) 10 X 3/4" FH SDS, DORMA 9400 SURFACE MOUNT METALLIC i 2 POINT LOCK SYSTEM W/ ACTIVATING PANIC ACTIVE AT FRAME JAMB: DEVICE AND VERTICAL RODS ON INTERIOR W/ (4) 12-24 X 1 1/2" FH MS; (2) 12-24 X 3/4" PH MS; (X) (2) FLUSH MOUNT METALLIC STRIKE PLATE (2) 12-24 X 3/4" OH MS AND SEX BOLT; EACH W/ (2) 8 X 3/4" FH MULTI THREAD SCREW (1) SURFACE MOUNT METALLIC STRIKE PLATE STRIKE FOR LOCKSET W/ (2) 10 X 3/4" FH MULTI (#426) AT FRAME HEAD ATTACHED W/ (2) 12-14 X THREAD SCREW 3/4" OH MS; (1) SURFACE MOUNT METALLIC STRIKE PLATE (#439) AT THRESHOLD ATTACHED WITH SILICONE OPTION 3 SINGLE DOOR o ACTIVE LEAF: \ DOREX 9500 FV SERIES SURFACE MOUNT a METALLIC 2 POINT LOCK SYSTEM W/ z ACTIVATING PANIC DEVICE AND VERTICAL RODS ON INTERIOR W/ (4) 10-24 X 1 1/4" OH MS; (2) 10-24 X 1" PH SELF DRILLING MS; a / (1) SURFACE MOUNT METALLIC STRIKE ACTIVE PLATE (#950OA5227) AT FRAME HEAD V ATTACHED W/ (2) 10-24 X 3/4" FH MS; (X) (1) SURFACE MOUNT METALLIC STRIKE PLATE (#950OA5233) AT THRESHOLD ATTACHED W/ (2) 10 X 1" FH SMS N� a 52" m w OPTION 4 d Z U \ SINGLE DOOR F i o ACTIVE LEAF: DORMA CL700 CYLINDRICAL LOCKSET W z } W/ (2) 8-32 X 1 3/8" PH MS AND (2) 8 X 3/4" Z 0 FH MULTI THREAD SCREW 00 .4m B / DORMA DB660 MORTISE DEADBOLT W/ Z z am ° (2) 10-32 X 2 9/16" OH MS AND (2) 8 X 3/4" FH MULTI THREAD W ACTIVE SCREW r, a f (X) AT FRAME JAMB: DEADBOLT STRIKE PLATE W/ (2) 8 X 3/4" FH MULTI THREAD SCREW STRIKE PLATE W/ (2) 12 X 1" FH MULTI Y THREAD SCREW N E m OPTION 5 0 `(" QQ ` v SINGLE DOOR w O v �" \ O�dx a ACTIVE LEAF:Uj 3 \ DORMA 9400 SURFACE MOUNT (� s METALLIC 2 POINT LOCK SYSTEM W/ OR ACTIVATING PANIC DEVICE AND VERTICAL RODS ON o = OI i INTERIOR W/ (4) 12-24 X 1 1/2" FH MS; (4) 12-24 X 3/4" AJ PH MS; (2) 12-24 X 3/4" OH MS AND .n (D N L; ACTIVE SEX BOLT; ? o `r E4 (X) (1) SURFACE MOUNT METALLIC ti n�, = STRIKE PLATE (#426) AT FRAME HEAD o n F ATTACHED W/ (2) 12-14 X 3/4" OH MS; 119 (1) SURFACE MOUNT METALLIC STRIKE PLATE (#439) AT THRESHOLD ATTACHED WITH SILICONE w \ RLt1s !woDucrREvhseD wagWpjyd6with *cWhW. ELbW \\ �• G` ATE 12/24/14 •lb No 55983 AWCBUMeNol�-All Espir1ao" Date PRBOECT +1-om `�• " ^- 1 ATE 0 DRAWING ND. 1i1kwPIIh11F raYet r �AD15-35 MIAMI DADE COUNTY ,��R1"_-C,\ gOF 12 LOCK EDGE LOCK EDGE M LOCK EDGE STIFFENER OPTION #1 20 GA LAMINATED STIFFENERS NIAX. UUUK YANtL VVIU I H = .1 ; EXTERIOR EXTERIOR FOR ILLUSTRATION PURPOSES NOTE: STIFFENER OPTIONS #1, 2 & 3 APPLICABLE FOR ANY LOCK OPTION W/ CORE OPTIONS 6" TYP. MAX. HAT STIFFENER OPTION 92 20 GA WELDED STIFFENERS MAX. UUUK F ANtL VVIU I H = 6" TYP. MAX. STIFFENER OPTION #3 20 GA WELDED STIFFENERS HINGE EDGE 00 � �m w ZF Z d 7 W In WZ W n ZO 00 o W m HINGE EDGE } 0 �w U- 4 1/2" MAX. _ Y U N d oa of a r 0 U� o O w o+ux w ^ s 0 �N O "ODUCf REVISED " a/PlYine with The I MIAMI DADE COUNTY AJ n^ HINGE EDGE 0 v z 3 oa E In o =� 1 3/4" g MAX. FED 27 9913 0 11111 N co E3 B +2/24/14 \\ •'P���`�, • DATE ALE As SHOWN C.A.N. 28677 No 55983 `I * AW �6 . ` ATE OF ZCT II-007 DRAWING NO.Rt 1240 EAST 5th AVE TAMPA, FL 33605 T 813.223.2293 F 813.223.2433 www,asdsky.com ' rt �U U) N LO NQN Of d 3� Uj co .00 Of J U) r n� U) O d Florida Business License # AA26001572 Registered Architect: Kenneth Cowart Registered Architect License #. AR93215 This drawing is the property of Associated Spac( Design, Inc. and is not to be reproduced or copied iI whole or in part. It is not to be used on any other projec and is to be returned upon request. Scales as state( herein are for reference only as normal reproductiol processes may alter the accuracy of original drawings Associated Space Design, Inc.2016 1 08,28.18 NEW SHEET NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: PRODUCT APPROVALS 18-0116.16 PROJECT NO.: ISSUE DATE: 51394.64 05.23.18 DRAWN BY: CHECKED BY'. KN KC ;r RECEIVED SEP 0 4 2010 St. Lucie Counh A7Te06 BILL OF MATERIALS z ITEM PART NO. MATERIAL QTY. DESCRIPTION MANUFACTURER / SUPPLIER / REMARKS A �o 1 STEEL OR ST/ ST 2 PER PANEL DOOR PANEL SKIN GENSTEEL 20 GA. (0.038" MIN.) Fy=50 KSI MIN, Fu=53 KSI MIN. a A 2 STEEL OR ST/ ST 1 FRAME HEAD 5 7/8" X 2" GENSTEEL 18 GA. (0.048" MN.) Fy=50 KSI MN. Fu=53 KSI MIN. 3 STEEL OR ST/ST 2 FRAME JAMB 5 7/8" X 2" GENSTEEL 18 GA. (0.048" MN.) Fr50 KSI MIN. Fu=53 KSI MIN. z 4 HR1030 STEEL 4 PER LEAF HINGE REINFORCEMENT GENSTEEL 10 GA. (0.135" MN.), SPOT WELDED TO FRAME AND DOOR 5 HR2000 STEEL 4 PER LEAF HINGE DUST BOX GENSTEEL 20 GA. (0.036" MIN.), SPOT WELDED [ 6 DR1600 STEEL AS READ. CYLINDRICAL LOCK AND DEADBOLT REINFORCEMENT ASSEMBLY GENSTEEL 20 GA. (0.036" MIN.), SPOT WELDED V 7 HINGE STEEL 4 PER LEAF 41/2" LONG HINGE HAGER USA 0.134" MIN. THICKNESS B FR1100 STEEL AS READ. ASA STRIKE BOX GENSTEEL, 18 GA (0.048" MIN.) W/ (2)12 X 7/8" FH MULTITHREAD SCREWS o 9 FR1000 STEEL AS REQD. DEAD BOLT STRIKE REINFORCEMENT GENSTEEL, 18 GA (0'.048" MIN.) W1(2) 8 X 3/4" FH SHEETMETAL SCREWS aIn •55 A 10 NES SB360 STEEL AS REQD. SURFACE BOLTS AT INACTIVE PANEL NES om w 11 DR1700 STEEL AS REQD. MORTISE LOCK EDGE REINFORCEMENT WELDED GENSTEEL 10 GA (0.135" MIN.), SPOT WELDED V Z n a 12 DR1010 STEEL AS REQD. MORTISE BOX REINFORCEMENT GENSTEEL 1 B GA (0.048" MIN,) 13 STEEL AS REQD. 18 GAUGE LOCK SIDE BOX REINFORCEMENT FULL LENGTH (ATACTIVEINACTIVE STILES) GENSTEEL 18 GA (0.048" MIN.) z z W N W 14 NGP 106S ALUMINUM 3 PERIMETER GASKET NATIONAL GUARD PRODUCTS W/#6 X 3/4" FH SMS 10" O.C. 15 NGP 362 NEOPRENE 3 NEOPRENE TAPE NATIONAL GUARD PRODUCTS 16 NGP 5050C SILICONE 3 ADHESIVE GASKET NATIONAL GUARD PRODUCTS W 0 17 NGP 109NA ALUMINUM AS REQD. MEETING ASTRAGAL NATIONAL GUARD PRODUCTS W/#6 X 5/8" FH SMS 6" O.C. Z 0 a W B 18 NGP 20ONA ALUMINUM 1 PER PANEL DOOR BOTTOM SWEEP NATIONAL GUARD PRODUCTS W/#6 X 3/4" FH SMS 8" O.C. a 19 NGP 950V ALUMINUM 1 PER PANEL BUMPER THRESHOLD W/ VINYL BULB NATIONAL GUARD PRODUCTS W a 20 CF190 STEEL AS REQD. 20 GAUGE LAMINATED STIFFENERS GENSTEEL 20 GA (0.036" MIN) 0 D �w 21 WS2000 STEEL AS REQD. 20 GAUGE WELDED STIFFENERS (HAT SECTION) GENSTEEL, 20 GA (0.036" MIN.) SPOT WELDED TO BOTH DOOR SKINS g 22 WS1000 STEEL AS REQD. 20 GAUGE WELDED STIFFENERS GENSTEEL, 20 GA 0.036" MIN. SPOT WELDED TO BOTH DOOR SKINS D CORE (OPTION 1) HONEYCOMB AS REQD. HONEYCOMB CORE INSIDE DOOR PANEL W/STIFFENERS GENSTEEL Y CORE OPTION 2) FIBERGLASS AS REQD. FIBERGLASS CORE INSIDE DOOR PANEL W/STIFFENERS JOHNS MANVILLE g M 23 CORE OPTION 3) POLYURETHANE AS REQD. POLYURETHANE CORE INSIDE DOOR PANEL WISTIFFENERS JOHNS MANVILLE CORE OPTION 4 POLYSTYRENE AS REQD. POLYSTYRENE CORE INSIDE DOOR PANEL WISTIFFENERS LEGERLITE CORE (OPTION 5) ROCKWOOL AS REQD. ROCKWOOL CORE INSIDE DOOR PANEL W/STIFFENERS ROXUL of (n °p° c 24 FA3010 STEEL AS REQD. BUTTERFLYMASONRYANCHOR GENSTEEL 8 E. d 25 FA3030 STEEL AS REQD. MASONRYWIRE ANCHOR 0.173" DIA. GENSTEEL w o ,O 26 FA3012 STEEL AS REQD. MASONRYANCHOR BRACKET GENSTEEL n Q " 3 dL2 27 CH3601 STEEL 2 PER PANEL 13116" X 1-5/8" X 13/16" X 18 GA DOOR END FULL WIDTH CHANNEL GENSTEEL 18 GA 0.048" MIN PROGRESSION WELDED TO BOTH DOOR SKINS Q 3 28 416 STEEL AS REQD. STRIKE PLATE DORMA 29 426 (TOP), 439 BOTTOM STEEL AS REQD. DORMA 9400 STRIKE PLATES DORMA o o N 30 9500AS223 (TOP), ssooasa27 BorroM STEEL AS READ. DOREX 9500 STRIKE PLATES DOREX � W L N (D Inv z 3 � E't l U O y U = F 0 FEB t ? 20i3 0 \\1111111/// w eitODUC t REV160 2 ne emptying with the PAdit LN ATE /s2"4o/vtm4 CO& r558 bneling_ Esa No ! / C.A.N.28677 a1s2 5983 . 940DN-z�" No 55983 OF � DRAWING NO. / ' MIAMI DADE COUNTY /// 1/0NA1- \�\�� 11 OF 1211 TA SLOTS FOR INTEGRATED DOOR POT WELDS 14' x 14' 18 GA STEEL 44' LG ANGLE 22 GAUGE GUSSETS ANCHORS TYPE F2: 1/4" OR 5/16" DIA. ULTRACONS . (1 2" MIN. EMBEDMENT W/ 2 1/2" MIN. EDGE DISTANCE) BOTTOM CORNER ANCHOR DETAIL CORNER ASSEMBLY OPTIONAL THE JAMB AND HEAD MEETING CORNERS ARE NOT REQUIRED TO BE WELDED TO EACH OTHER. ALL THE FRAMES WERE TESTED AS "KNOCK -DOWN" UNITS. CONTINUOUS VERTICAL LOCK SEAM El L DOOR EDGE CONSTRUCTION FOR ILLUSTRATION PURPOSES z z 011 z o o In c, w C6 z= t` C mm v _I- Z C Z H o J GV W F W0 Z U c (� C � Z m F o U W a � 0 C �w �p ra Y M o =� U J ,n p aM ° n O p U(l a U� ` o OJ N Uv w N m°x 3 p li w ; o ° VRODUCCYEYIis m SmPiYine wild die ft" a O {Y ° J Wading Aoceptnece No i Oiica(( inn ie eaOins Date Wi ( v n � 6, �w t VAAW RAW z w Yr r. -E E In s F U, Q ,/� o ■`• 1 I`B� %nc 0 I■ v W w / co P�, \\�FLO �R.�,R�(AS'rMIONC PE #5598,3 �•, Iz/zs/la C.A.1h 8663 ', \ DRAWING NO. .P[ORI -'Cj� \AD15-35 SS MIAMI DADE COUNTY /�I���I i'AI•. '`\,\N 12 OF 12 RECEIVED SEP 0 A 2010 Permitting DePartmen+ St. Lucie Cnuot" 1 1240 EAST 5th AVE TAMPA, FL 33605 T 813.223,2293 F 813.223.2433 www.asdsky.com m <LN 2 0 O Florida Business License #: AA26001572 Registered Architect: Kenneth Cowart Registered Architect License #: AR93215 This drawing is the property of Associates Design, Inc. and is not to be reproduced or i whole or in part. It is not to be used on any oth and is to be returned upon request. Scales a herein are for reference only as normal repr processes may alter the accuracy of original i Associated Space Design, Inc. 201 1 08,28.18 NEW SHEET NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: PRODUCT APPROVAL 18-0116.16 51394.64 1 05.23. KN KC SHEET NUMBER: AT07 WIFE LEGEND GAT 5 (illi'J Va-TA6E) 6A56 I (LINE V61-170) -�- J-651 hX VGLTAT) Plug Load Control Power Pack LIGHTING POWER PACK OCC LOHTIN6 CONTROL AND PLUG LOAD CONTROL SCALE: NONE UNSWITCHED PLUG LOAD CIRCUIT WSD PDT 2P e BLUE BLACK BLUE O BLACK e GRN LOW VOLTAGE SWITCH 2 CHANNEL UNSWITCHED LIGHTING CIRCUIT WSD PDT 2P SENSOR TO CONTROL LOHTINa AND PLUG LOAD 66ALE: NONE LOW LOW LIGHTING VOLTAGE VOLTAGE SWITCH SWITCH POWER PACK CEILING MOUNTED • o OCCUPANCY SENSOR WIRE LEC�ENP 0 A A IDk ---�A�-- 6AT 5 ( % VarKL�f) --a- 0551 hit VaTrEt) B B 056 2 (ION 114 560 To FROM LION TINa CONTROL WIT1 Two 6WITCHE6 ELECTRICAL SYMBOLS LEGEND SYMBOLSYMBOLEII LEGEND SYMBOLE LEGEND QOG1 LIGHTING FIXTURE [T TRANSFORMER - AS NOTED 0 WALLWASHER LIGHT FIXTURE FLUORESCENT LIGHTING FIXTURE WALL COMMUNICATION OUTLET. PROVIDE MIN. 1" CONDUIT WITH PULL WIRES TO ABOVE CEILING.(TELE/DATA/CABLE TV). ® e ® FLUORESCENT STRIP LIGHTING FIXTURE 1 EXIT SIGN FIXTURE - ARROWS AS INDICATED ® /F FLOOR TELE/DATA BOX FIREMANS PHONE JACK Lad e FIXTURES ON EMERGENCY CIRCUIT OR FURNISHED W/ BATTERY PACK CARD READER ® PLUGMOLD W REMOTE EMERGENCY LIGHT W/BATTERY PACK MAGNETIC DOOR HOLDER (REF. HARDWARE SPEC'S S S.P.S.T. TOGGLE SWITCH D FIRE ALARM SMOKE DETECTOR - CEILING/WALL MOUNTED THREE-WAY TOGGLE SWITCH / FOUR-WAY TOGGLE SWITCH H FIRE ALARM HEAT DETECTOR SWITCH WITH PILOT LIGHT F FIRE ALARM SIGNAL LIGHT, MTD. 82"A.F.F. $; DIMMER SWITCH F FIRE ALARM SPRINKLER FLOW SWITCH DUPLEX RECEPTACLE OUTLET V FIRE ALARM SPRINKLER VALVE TAMPER SWITCH $ DUPLEX RECEPTACLE OUTLET - MTD. ABOVE COUNTER D - FIRE ALARM SMOKE DETECTOR - DUCT MOUNTED QUADRAPLEX RECEPTACLE OUTLET I>M FIRE ALARM SPEAKER, CLG. MTD. SINGLE RECEPTACLE OUTLET MTD. AS NOTED F (OR S) FIRE ALARM COMBINATION AUDIO/VISUAL DEVICE WALL MTD. 82"A.F.F. "F" INDICATES HORN. "S" INDICATES SPEAKER 9N I FLOOR OUTLET WITH RECEPTACLE DEDICATED DUPLEX OUTLET 0 MANUAL STATION 48"A.F.F. SPECIAL PURPOSE OUTLET - AS NOTED R RELAY J J JUNCTION BOX - CEILING MOUNTED JUNCTION BOX - WALL MOUNTED -0 "DO NOT USE ELEVATOR" WARNING UGHT(F.B. F.A. CONTRACTOR) MOTORIZED DAMPER J FLOOR JUNCTION BOX sD SMOKE DAMPER PP FURNITURE SYSTEM POWER POLE A ABANDONED J FURNITURE SYSTEM WALL POWER FEED AFF I ABOVE FINISHED FLOOR OR GRADE D FURNITURE SYSTEM WALL TELE/DATA CLG CEILING E:::P DISCONNECT SWITCH - 30A/3 NF U.O.N. E EXISTING a FUSED DISCONNECT SWITCH EDF ELECTRIC DRINKING FOUNTAIN 6QI ENCLOSED CIRCUIT BREAKER GFI GROUND FAULT INTERRUPTING 277/480 VOLT PANELBOARD IG ISOLATED GROUND 120/208 VOLT PANELBOARD LTG LIGHTING I MOTOR CONDUIT CONCEALED IN WALL OR OVERHEAD "- CONDUIT CONCEALED IN FLOOR OR UNDERGROUND REC ���ramnmta�sm=ws SPARE UNLESS • I SPECIAL PURPOSE CONDUIT SEE PLANS FOR NOTES SILO SIGNALING LINE CIRCUIT sa MOTOR STARTER - MANUAL NAC NOTIFICATION APPLIANCE CIRCUIT 19 MOTOR STARTER - MAGNETIC K I FIRE ALARM KNOX BOX N T : NOT ALL SYMBOLS ARE USED. LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOGNO. MOUNTING VOLT LAMP REMARKS S ON F1 PHILIPS DAY-BRITE CFI SP TROFFER 2X2 LAY -IN GRID 120 (2) 32W T8 2x2 FLUORESCENT FIXTURE A F2 INTENSE SS4G3DR-L1-358-L100/IC4301H2-SFW RECESSED 120 LED 14W 4" RECESSED LED CAN WITH REFLECTOR CONE F3 INTENSE 3. 5" MIXG2 LED SQ. ADJ. MXG2ASTR RECESSED 120 LED 16W 4" SQUARE LED ADJUSTABLE A WALL WASHER F4 QTRAN IQ20-35-20-90-5.0, 12V WALL MOUNTED 120 LED 5W/FT LED STRIP LIGHT FIXTURE A F5 BESA LIGHTING RONDO, 12V MINI PENDANTS SUSPENDED 120 LED 9W BRONZE FINISH W/ CHAMPAGNE A REFLECTOR F6 TO BE DETERMINED SUSPENDED 120 LED 10OW MAX PENDANT LIGHTING FIXTURE A R RELOCATED EXISTING FIXTURE LAY -IN GRID 120 (2) 32W T8 2x4 FLUORESCENT FIXTURE E IBM BEGHELLI XLPS2 SURFACE WALL 120 (2) 9W 2 HEAD EMERGENCY LIGHT WITH EE, N TE 2 BATTERY BACKUP X BUILDING STANDARD SURFACE CEILING 120 LED COMBINATION EMERGENCY/EXIT E SIGN WITH BATTERY BACKUP A - ARCHITECT, EE - ELECTRICAL EN INEER NOTE: 1. FURNISH AND INSTALL FUSES IN ALL FLUORESCENT & HID FIXTURES IF REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. 2. CONTACT: BRITTANY DYTRYCH FOR LIGHTING INFORMATION, 708-341-8905 RATED THRU WALL PIPE PENETRATION NTS System No.W-L-8010 May 19, 2005 F Ratings - 1 & 2 Hr (See Item 1) T Ratings - 1/4, 3/4, 1, 1-1/2 and 1-3/4 Hr (See Items 2 & 3) SECTION A -A 1. Wall Assembly -The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materiels and In the manner specified in the Individual U300, U400 or V400 Series Wall and Partition Designs In the UL Fire Resistance Directory and shall Include the following construction features: A. Studs - Well framing may consist of either wood studs or steel channel studs. Wood studs W consist of nom 2 in. by 41n. (51 mm to max 102 mm) lumber spaced 16 in. (408 mm) OC. Steel studs to be min 3-5/8 In. (92 mm) wide and spaced max 24 In. (810 mm) OC. B. Gypsum aoard* -Nom 5/8 In. It mm) thick gypsum wallboard, as specified In the Individual Well and Partition Design. Max area of opening Is 85-1/4sq in. (421 cm2) with max dimension of 141/21n. (368 mm). The hourly F Rating of the nrestop system Is equal to the hourly Rre rating Of the wall assembly 2. Through Penetrants -Amax of four pipes, conduits or tubing to be installed within the opening. The space between pipes, conduts or tubing shall be min 1/2 in to max 1-5/16 In. (13 mm W max 33 mm). The apace between pipes, conduits or tubing and periphery of opening shell be min 1-3/16 In. (30 mm) for uninsulated copper tubes and copper pipes (Items 2C and 2D) and 0 In. (point contact) for Insulated copper tubas and copper pipes and uninaulated steel pipes and conduit (Item 2B). The space between pipes, cendulfs or tubing and periphery of opening shall be max 13/161n. (33 mm). Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe -Nom 2 In. (51 mm) diem (or smaller) Schedule 5 (or heavier) steel pipe. S. Conduit -Nom 2 in (51 mm) diem (or smaller) steel electrical metallic tubing or steel rAntluH. C. Copper Tubing -Nom 2 In. (51 mm) diem (or smaller) Type L (or heavier) copper tubing. D. Copper Pipe -Nom 2 in. (51 mm) tllam (or smeller) Regular (or heavier) copper pipe. When unlnsulatad steel pips or conduit is used,T Rating Is 3/4 hr and 1-1/2 hr for 1 and 2 hr rated assemblies, respectively. When unlnaulated copper tubing or pipe Is used,T Rating is 1/4 hr for bosh 1 and 2 hr rated assemblies. 3A. Pipe Covering* (Optional) -Nom 1 In. (25 mm) hollow cylindrical heavy density glees Aber unite Jacketed on the outside with an all service Jacket Longitudinal joints sealed with metal fasteners or factory -applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. See Plpa and Equipment Coveting - Materials* (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and e Smoke Developed Index of 50 or less may be used. When pipe covering Is used on all through penekrants,T Rating is 1 hr and 1-3/4 hr for 1 and 2 hr rated assemblies, respectively. 38. Tube Insulation -Plastics# (Optional) -Nom 3/4 in. (19 mm) thick acrylonitrlle butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing. See Plastics (OMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL94 Flammability Classification o(945VA may be used. When tube insulation is used on all through penetrants, 7 Rating Is 9/4 hr and 1-1/2 hr for 1 and 2 hr rated assemblies, respectively. 4. FIII,VoId or Cavity Material* - Caulk or Sealant -Min 5/8 In. or 1.1/41n. (16 mm or 32 mm) thickness of fill material, for 1 or 2 hr wells, respectively, applied within the annulus, Hush with both surfaces of wall. At point contact locations, a min 1/21n. (13 mm) diem bead of fill material shall be applied at the wall/pipe and wall/pipe insulation Interface an both surfaces of well. 3M COMPANY- CP 25WB+, IC 15WB+caulk or F&3000 WT sealant S. FIII,VoId or Cavity Materials* -Wrap Strip (Not Shown) -Min one layer of 21n. (51 mm) wide, nom 1/4 In. (8 mm) thick intumescent elestomeric material faced on one side with aluminum foil, required only when tube Insulation (Item 38) is used in 2 hr retell assemblies. Wrap strip tightly wrapped around tuba Insulation (toil aide exposed) within the opening on both antes of the well, flush with both surfaces of the wall assembly. 3M COMPANY - FS-195+ #Bearing the UL Recognized Component Mark `gearing the UL Classification Marking WATTS/SF CALCULATIONS WHOLE BUILDING:RETAIL SPACE SF=3113 NUMBER OF FIXTURES: (F1)65W*4=260 (F2)14W*32=448 (F3)16W*2=32 (F5)(2)12'*5W=120 (F6)100W*1=100 (R)7*65=455 TOTAL WATTS=1415 W/SF= 0.45 ALLOWED= 1.26 GENERAL NOTES 1. FOR 120V CIRCUITS, WHEN BRANCH CIRCUIT LENGTH EXCEEDS 75 FEET FROM PANEL, WIRING SHALL BE INCREASED TO #10 AWG. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 150 FEET FROM PANEL, BRANCH WIRING SHALL BE INCREASED TO #8 AWG WITH #10 AWG GROUND. 2. CONNECT ALL EXIT SIGNS, EGRESS FIXTURES, AND NIGHT LIGHTS ON THE UNSWITCHED LEG OF LOCAL LIGHTING CIRCUIT SHOWN, 3. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING INSTRUCTIONS FOR LIGHTING FIXTURES. 4. ALL LIGHT FIXTURES ARE NEW UNLESS NOTED OTHERWISE. LIGHTING PLAN SCALE 1/8n = Irzr FIXTURE, SWITCHING & DEVICE SUFFIXES: E = EXISTING R = RELOCATED N = NEW 3 = 3-WAY SWITCHES D = DIMMER. PROVIDE FIXTURE COMPATIBLE DIMMER SWITCH. c,b... etc,= LOWER CASE LETTERS INDICATE CONTROL GROUPS. NL = NIGHT LIGHT MD = MOTION DETECTOR (EXISTING) NOTES: ALL DEVICES ARE NEW UNLESS INDICATED OTHERWISE, NOTE: THERE SHALL BE NO JUNCTION BOXES PLACED ABOVE HARD CEILINGS. COORDINATE CONDUIT RUNS TO AVOID PUTTING JUNCTION BOXES ABOVE HARD CEILINGS. IF REQUIRED, COORDINATE WITH ARCHITECT FOR INSTALLATION OF ACCESS PANELS, NOTE TO ALL CONTRACTORS: GENERAL CONTRACTOR AND ALL SUB CONTRACTORS OR INSTALLERS SHALL REVIEW BOTH ARCHITECTURAL AND ALL MEP DRAWINGS AND SCHEDULES PRIOR TO BID, PROCUREMENT OR COMMENCING ANY WORK. ANY DISCREPANCIES BETWEEN THE DRAWINGS FOR FIXTURE TYPE, FINISH, QUANTITY, SIZE, LOCATION, TYPE OF INSTALLATION, ACCESSORIES, ETC. SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING. WITHOUT FORMAL AUTHORIZATION, THE ARCHITECT AND OWNER RESERVE THE RIGHT TO REQUIRE THE MORE RESTRICTIVE SPECIFICATION. SPECIAL LIGHTING NOTE THERE SHALL BE NO USE OF CONCEALED OR RETRACTABLE EMERGENCY LIGHTS AND EXIT SIGNS. ALL EMERGENCY LIGHTS AND EXIT SIGNS SHALL HAS A 90-MINUTE BATTERY BACK-UP. N Q LIGHTING NOTES 1. PROVIDE NEW WALL MOUNTED, SINGLE -POLE, LINE -VOLTAGE, STANDARD RANGE, DUAL -TECHNOLOGY, LIGHTING OCCUPANCY SENSOR WITH BUILT-IN MANUAL OVER RIDE, SET TO MANUAL ON. SENSORSWITCH MODEL #WSD-PDT. 2. PROVIDE NEW WALL MOUNTED, 2-POLE, LINE -VOLTAGE, STANDARD RANGE, DUAL -TECHNOLOGY, LIGHTING OCCUPANCY SENSOR WITH BUILT-IN MANUAL OVER RIDE. SENSORSWITCH MODEL #WSD-PDT 2P. IN OFFICES WHERE SENSORSWITCH CONTROL LIGHTING AND RECEPTACLE LOAD IN THE SPACE SEE DETAIL ON THIS FOR WIRING DIAGRAM DETAIL, 3. 1 POLE ON/OFF OVERRIDE SWITCH MODEL nPODM. FOR DIMMING FUNCTIONS USE SWITCH MODEL nPODM DX. 4. 2 POLE ON/OFF OVERRIDE SWITCH MODEL nPODM 2P, IF DIMMER FUNCTION IS REQUIRED USE SWITCH MODEL nPODM 2P DX. PLAN SHOWS (2) INDIVIDUALLY SWITCHES WITH DESIGNATIONS FOR CLARITY OF CONTROL GROUPS. 5. LOW VOLTAGE POWER PACK. SENSORSWITCH nPP16 SA. REFER TO CONTROL DIAGRAMS ON THIS SHEET, 6, PROVIDE NEW CEILING MOUNTED, LOW -VOLTAGE, STANDARD RANGE, DUAL -TECHNOLOGY, LIGHTING OCCUPANCY SENSOR. SENSORSWITCH MODEL #nCM-PDT-9. 7. PROVIDE NEW CEILING, LOW -VOLTAGE, EXTENDED RANGE, DUAL -TECHNOLOGY, LIGHTING OCCUPANCY SENSOR. SENSORSWITCH MODEL #nCM-PDT-10. 8. PROVIDE TRANSFORMER FOR LED LIGHT TAPE PER MANUFACTURERS RECOMMENDATION. 9. PROVIDE JUNCTION BOX AS REQUIRED FOR TENANT CAMERA, FIELD COORDINATE EXACT REQUIREMENTS. 10. PROVIDE TRANSFORMER FOR LOW VOLTAGE LIGHTING PER MANUFACTURERS RECOMMENDATION. 1240 East 5th Avenue Tampa, FL 33605 T 813.223.2293 F 813.223.2433 www.asdsky.com R01 W L.L VJ NICHOLASC.LETO, No.22245 rt This drawing is the property of Assoc Space Design, Inc. and is not to b reproduced or copied in whole or pa not to be used on any other project am be returned upon request. Scales as s herein are for reference only as norr reproduction processes may alter tl M1114 accuracy of original drawings. Associated Space Design, Inc. 201 ,I. POWER/DATA FOR PEOPLE COUNTER MOUNTED AT CEILING, BY OTHERS. 12. PROVIDE RECEPTACLE FOR TENANT SOUND EQUIPMENT, 3. PROVIDE NEW EMERGENCY LIGHT; CONNECT TO EXISTING UNSWITCHED LIGHTING CIRCUIT IN THIS AREA. a a Per S�O7f�Y/pI4J C., (/ ) 07-26-18 BUILDING PERMIT COMM C,6 CZ1y°ifY76/j,� NO: DATE: REMARKS: --�` REVISIONS: tpp (;;t� � i I��i1► �1. . ,irt►wn�trs.k - ►r r *s .. � Yiity � /Illtitt�i JTJI'+' 4r 1 1 � fLE: LIGHTING PLAN 51394.64 05-23-18 DRAWN BY: CHECKED BY: W&G W&G SHEET NUMBER: E'I.0 LEGEND SYMBOL DESCRIPTION COMMENTS N9 WALL MOUNTED DUPLEX POWER OUTLET N DEDICATED WALL MOUNTED DUPLEX POWER OUTLET n T9T N DEDICATED WALL MOUNTED QUADUPLEX POWER OUTLET T®f N WALL MOUNTED QUADRUPLEX POWER OUTLET FLOOR MOUNTED POWER/ DATA/ TELE OUTLET PROVIDE (1) DUPLEX, (1) SHARED CLEAN GIRD. DATA, VOICE, PERDEVICE (1) (1) (1) WALL MOUNTED DEVICE; Qc (CARD READER, THERMOSTAT, SENSOR) n WALL MOUNTED DEVICE; BACK BOX CONDUIT FOR TELEVISION WALL MOUNTED TELEPHONE/ DATA COMBINATION JACK NERAL ELECTRICAL. NOT 1. CONTRACTOR SHALL VERIFY EXISTING JOB SITE CONDITIONS DURING THE BIDDING PERIOD TO OBTAIN THE SCOPE OF ELECTRICAL WORK INVOLVED AS A RESULT OF ARCHITECTURAL MODIFICATIONS TO THE EXISTING STRUCTURE. THE SCOPE OF WORK SHALL INCLUDE MATERIALS AND OUTLETS CONSISTING OF FIXTURES, DEVICES, EQUIPMENT OR APPARATUS WHICH MUST BE ROUTED, RELOCATED, OR REMOVED EITHER TEMPORARILY OR PERMANENTLY, OR WHICH MUST BE PROVIDED SO THAT THE INDICATED REMODELING MAY BE ACCOMPLISHED. 2, RE-ESTABLISH SERVICE TO ALL OUTLETS THAT MAY BE INTERRUPTED BECAUSE OF REMODELING WORK. 3. PROVIDE ALL APPURTENANCES REQUIRED TO REROUTE, RELOCATE, REMOVE, OR REINSTALL ALL ITEMS DESCRIBED IN THESE NOTES. 4. RETAIN ALL MATERIALS BEING REMOVED AND NOTIFY BUILDING MANAGER FOR DIRECTION AS TO MATERIALS TO BE SAVED OR DISCARDED. DELIVER THOSE MATERIALS TO BE SAVED TO THE LOCATION ON THE PREMISES AS DIRECTED BY THE BUILDING MANAGER. 5. REFER TO ARCHITECTURAL/INTERIOR DRAWINGS FOR EXACT LOCATIONS OF LIGHTING FIXTURES AND OUTLETS. ALL WALL POWER AND TELEPHONE OUTLETS SHALL BE MOUNTED AT 18" A.F.F. TO CENTER AND ALL LIGHT AND DIMMER SWITCHES SHALL BE MOUNTED AT 48" A.F.F TO CENTER. EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE ON THE PLANS. DIMENSIONS NOTED ON ARCHITECTURAL/INTERIOR DESIGNER'S DRAWINGS SHALL PREVAIL. 6. NEW EXIT LIGHT FIXTURES SHALL MATCH EXISTING EXIT LIGHT FIXTURE IN SAME AREA. 7. CONTRACTOR SHALL PROVIDE, .INSTALL AND CONNECT NEW BATTERY BACK-UP (MINIMUM 1100 LUMEN) IN EXISTING RELOCATED LIGHT FIXTURES FOR EMERGENCY LIGHTING, MINIMUM 1.5 HR. OF BACK-UP. (TYPICAL FOR ALL NON -GENERATOR BACK-UP SYSTEMS.) 8. CONTRACTOR MAY COMBINE WIRES IN ONE CONDUIT FOR CONVENIENCE OF INSTALLATION, PROVIDED ALL THE REQUIREMENTS OF THE N.E.C. ARE OBSERVED. 9. ALL ELECTRICAL EQUIPMENT IS SHOWN DIAGRAMMATICALLY. EXACT LOCATIONS ARE TO BE DETERMINED IN THE FIELD AVOIDING INTERFERENCES. 10. THE INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND ALL REQUIREMENTS OF THE LATEST EDITION OF THE N.E.C., OSHA, STATE AND LOCAL CODES. - FLORIDA BUILDING CODE 2014 - FLORIDA FIRE PREVENTION CODE 2014, 5TH EDITION - NFPA 70 NATIONAL ELECTRIC CODE 2011 - NFPA 72 NATIONAL FIRE ALARM .CODE 2010 - NFPA 101 LIFE SAFETY CODE 2012 11. ALL WIRE SHALL BE COPPER. ALL WIRE, CONDUIT AND BREAKERS SHALL BE #12 COPPER WIRE (THHN OR THWN), 1/2" CONDUIT AND 20 AMP SINGLE POLE BREAKERS UNLESS OTHERWISE NOTED. (TYPICAL) 12. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 75 FEET FROM PANEL, WIRING SHALL BE INCREASED TO #10 AWG. WHEN BRANCH .CIRCUIT LENGTH EXCEEDS 150 FEET FROM PANEL, BRANCH WIRING SHALL BE INCREASED TO #8 AWG WITH #10 AWG GROUND. 13. PROVIDE #6 COPPER GROUND TO TELEPHONE BACKBOARD 14. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS. 15. CONTRACTOR SHALL UPDATE PANEL DIRECTORY AS PER WIRING IN FIELD. 16, CONTRACTOR SHALL USE EXISTING SPARE BREAKERS/BLANKS IN PANEL(S) AND CIRCUITS MADE AVAILABLE THROUGH DEMOLITION PRIOR TO ADDING NEW PANEL(S). VERIFY IN FIELD. 17. THE INSTALLATION OF WIRING, RACEWAY AND DEVICES FOR THE FIRE ALARM SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY CODES, NFPA CODES AND UNIFORM RULE 4A-48, RULES AND REGULATIONS OF THE STATE FIRE MARSHAL'S OFFICE F.S. 633.01 AND 633.701. 18. NOT USED 19. ALL CIRCUIT BREAKERS FOR MECHANICAL EQUIPMENT SHALL BE HACR RATED. 20. ALL NEW BREAKERS ADDED TO EXISTING PANELS SHALL HAVE SAME A.I.C. RATING AS EXISTING BREAKERS UNLESS NOTED OTHERWISE. 21. VOLTAGE DROP HAS BEEN CALCULATED IN COMPLIANCE WITH FBC ENERGY CONSERVATION C405.7.3 AND NEC 210.19(A)(1) FPN#4. VOLTAGE DROP IN FEEDER CONDUCTORS TO BE MAXIMUM OF 2% AT DESIGN LOAD. VOLTAGE DROP IN BRACH CIRCUITS TO BE MAXIMUM OF 3% AT DESIGN LOAD. 22. NOT USED 23. NOT USED 24. LIGHT FIXTURE SUPPORTED BY CEILING GRID SHALL BE SUPPORTED AS PER FIELD TECHNICAL INFORMATION #40. LIGHT FIXTURE WEIGHING LESS THAN 10 LBS SHALL HAVE (1) 12 GA HANGWIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. LIGHT FIXTURES WEIGHING MORE THAN 10 LBS SHALL HAVE (2) 12 GA WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. 25. MINIMUM EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A PERIOD OF 11,h HOURS IN THE EVENT OF FAILURE OF NORMAL LIGHTING, WITHIN THE WORK AREAS. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOTCANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. FBC2014 1006, EXISTING FBC2014 805.7. 26. BREAKERS FOR ALL MULTIPLE CIRCUIT HOMERUNS WHICH SHARE A COMMON NEUTRAL SHALL BE CONNECTED WITH BREAKER TIES. 27. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH SECTION AND CHAPTER 633, FLORIDA STATUTES. FBC 110.8.4.4 INTERMATIC MODEL #ET171C OR EQUIVALENT ELECTRONIC TIME CLOCK MOUNTED IN NEMA-1 SIGN SHOW WINDOW REC SHOW WINDOW REC SHOW WINDOW REC SHOW WINDOW REC SPARE CONTACTOR LC -I SQ.D LIGHTING CONTACTOR WITH 120V. COIL MODEL #LG-40-VO4 OR EQUIVALENT IN NEMA 1R ENCLOSURE PHOTOCELL INTERMATIC #K4321 OR EQUAL LIGHTING CONTROL DIAGRAM 'TC/PC' NO SCALE MECHANICAL EQUIPMENT DESCRIPTIONNVOLTS ELECTRICAL CHARA TICS CIRCUIT DESIGNATION BREAKER FEEDER EQUIP. EQUIP.CONDUIT DISCONNECT SWITCH REMARKS PHASE KW MCA AMPS POLES CU-1 208 3 54.0 DP-27,29,31 60 1 3 (3)#6 #10 1" 60A/3P/NF/NEMA-3R NOTE #1,2 FCU-1 208 3 22.5 88.9 DP-15,17,19 90 3 (3)#3 #8 1" 10OA/3P/NF/NEMA-1 NOTE #3 EF-1 120 1 80.3W A-7 20 1 (2)#12 #12 1/2" 0A/1P/SNAP SWITCH NOTE #4 EF-2 120 1 80.2W A-7 20 1 (2#12 #12 1/2" 20A/1P/SNAP SWITCH NOTE #5 NOTES: 1. PROVIDE WEATHER PROOF, GFI RECEPTACLE W 2. PROVIDE DUCT MOUNTED SMOKED DETECTOR, ( WIRE SUCH THAT UPON ACTIVATION OF ALARM UNI 3. PROVIDE POWER FOR CONDENSATE PUMP FROI 4. CONTROL EXHAUST FAN VIA LIGHT SWITCH, COO 5. CONTROL VIA TIMECLOCK, E.C. TO PROVIDE 24 H 'HIN 25' OF UNIT AS REQUIRED. )ORDINATE WITH MECHANICAL CONTRACTOR. PROVIDE 120V POWER FROM NEAREST RECEPTACLE CIRCUIT, SHUTS DOWN. NEAREST 120V, 20A GENERAL RECEPTACLE CIRCUIT,NOTTO EXCEED (10) RECETPACLES. COORDINATE WITH MECHANICAL COI DINATE WITH MECHANICAL CONTRACTOR. UR INTERMATIC MODEL#ET171C OR EQUAL, COORDINATE WITH MECHANICAL CONTRACTOR. WM- E,METER 0 N,TC E,'DF E;'B' E.'A', nno Y ,. PACK 60H B-11,13,15 8,10�1 NECURITY B-17 3 O 12 1C 1.0 DP-8,10 PA A-21 RETAIL GARDEN �I 102 �J B-19�-- u N A V ny I B-16(TIE B 13 CHECK -IN VING L 14 GFI A-15 oa o0 A 17 s 2 B-19(TIE) B-1 ADA RE6 3 -,0 IT 10 6 ry 7 [3N NUJ A 13 -� ELECTRICAL PLAN SCALLE:1/8" =1`Xt J7 O POWER NOTES 1. JUNCTION BOX FOR CARD READER WITH 3/4"C AND PULL STRING TO EXTEND 6" ABOVE CEILING TO JUNCTION BOX AT THE DOOR. TERMINATE WITH INSULATING BUSHING AS REQUIRED. MOUNT BOX AT 42"-48" A.F.F. COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN. 2. FLUSH MOUNTED IN -GRADE DEVICE, WIREMOLD (2) GANG OMNI BOX 88OM2 BOX WITH 828-TCAL FLANGE & WITH 82RR-TCAL RECEPTACLE COVER & 828COMTCAL DATA COVER. PROVIDE (1) DUPLEX RECEPTACLE, AND TELE/DATA. VERIFY COLOR WITH ARCHITECT. 3. INSTALL (1) 3/4" CONDUITS FOR TELE/DATA AND (1) 3/4"C FOR POWER IN FLOOR TO WALL AND EXTEND TO CEILING SPACE CABLING AS SHOWN. CUT AND PATCH FLOOR AS REQUIRED. 4. PHONE BOARD, PROVIDE 4'X4'X3/4" FIRE RETARDANT PLYWOOD MOUNTED 6" DOWN FROM CEILING. VERIFY EXACT LOCATION WITH OWNER. PROVIDE 1-1/4" EMPTY CONDUIT WITH PULL STRING TO TELEPHONE DEMARCATION. 5. 12"X4"X1/4" COPPER BUS BAR. CONNECT TO BUILDING GROUND SYSTEM WITH A #6 INSULATED GROUND CONDUCTOR. BOND EACH EQUIPMENT RACK IN ROOM WITH A #8 INSULATED GROUND CONDUCTOR. MOUNT BUS BAR ON PLYWOOD BACKBOARD. 6. SHOW WINDOW RECEPTACLE, COORDINATE MOUNTING WITHIN 12" OF TOP OF WINDOW FIELD VERIFY EXACT LOCATION TO MINIMIZE CONFLICTS. CONTROL VIA TIMECLOCK. 7. PROVIDE JUNCTION BOX FOR TENANT STORE FRONT SIGN. CONTROL VIA TIMECLOCK. FIELD VERIFY EXACT LOCATION PRIOR TO INSTALLATION. 8. PROVIDE 30A/2P/NF DISCONNECT SWITCH TO DISCONNECT 208V, 1PHASE, 3.5KW WATER HEATER. COORDINATE EXACT LOCATION WITH PLUMBING CONTRACTOR. CONNECT WITH (2)#10, #10 EG, 3/4"C. 9. PROVIDE (1) 3/4" CONDUIT FOR POWER AND (1) 1-1/2" CONDUIT FOR TELE/DATA UP WALL. PROVIDE A BOX IN WALL FOR TELE/DATA. RUN FLEXIBLE CONDUIT WITHIN MILLWORK FOR POWER, COORDINATE WITH MILLWORK INSTALLER FOR ROUTING OF FLEXIBLE CONDUIT. CONNECT TO DEVICES LOCATED IN MILLWORK. DATA/CABLES TO BE ROUTED FROM BOX INTO MILLWORK AS REQUIRED. 10. PROVIDE CLOCK BOX WITH DUPLEX RECEPTACLE, DATA, HDMI, VGA AND AUDIO CONNECTIONS, VERIFY EXACT HEIGHT PRIOR TO ROUGH -IN. PROVIDE FIRE RETARDANT BLOCKING AROUND CLOCK BOX AS REQUIRED. COORDINATE EXACT LOCATION WITH ARCHITECT/AV VENDOR PRIOR TO INSTALLATION. L1 PROVIDE GFI TYPE CIRCUIT BREAKER. `ri 1 II C 12. PROVIDE 120V, 1 PHASE JUNCTION BOX CONNECTION FOR RE -CIRCULATION PUMP. COORDINATE WITH MECHANICAL CONTRACTOR, CONNECT WITH (2)#12, #12 IN 1/2" CONDUIT. 13. LOW VOLTAGE POWER PACK. SENSORSWITCH PP20. REFER TO CONTROL DIAGRAMS ON SHEET E1.0. 3X=MEANS PROVIDE (3) RELAY AT THIS LOCATION. 14.. ASHRAE 90.1 COMPLIANT ROOM. RECEPTACLES SHALL BE HALF WIRED PER SECTION PER 406.3(E), TOP HALF SHALL PROVIDE CONTINUOUS POWER AND THE BOTTOM HALF SHALL BE AUTOMATICALLY SHUT-OFF BY POWER PACK SPECIFIED TO COMPLY WITH ASHRAE 90.1. AUTOMATIC CONTROLLED PORTION OF RECEPTACLE SHALL BE MARKED BY CONTRACTOR. GENERAL NOTES: 1. FOR 120V CIRCUITS, WHEN BRANCH CIRCUIT LENGTH EXCEEDS 75 FEET FROM PANEL, WIRING SHALL BE INCREASED TO #10 AWG. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 150 FEET FROM PANEL, BRANCH WIRING SHALL BE INCREASED TO #8 AWG WITH #10 AWG GROUND. 2. ALL DEVICES ARE NEW UNLESS NOTED OTHERWISE FIXTURE, SWITCHING & DEVICE SUFFIXES: E = EXISTING N = NEW R = RELOCATE. EXTEND/MODIFY EXISTING CONDUCTORS AS REQUIRED AND RECONNECT. REPLACE DEVICE IF REQUIRED. D = TO BE REMOVED 2X,3X = NUMBER OF POWER PACK, REFER TO SHEET E2 FOR DETAIL "4"*7' AC „v 3 O2& GIRGENTIUiL _ MECHANICAL • ELECTRICAL - PLUMBING i .O. L377 Olfi'e:813.855-35,50 FL34605 Fi 727 72G-2070 1240 East 5th Avenue Tampa, FL 33605 T 813.223.2293 F 813.223.2433 www.asdsky.com 4SURJERR /J1 WELL�v�s J U) N I.L LO r V CL M 3LL I..I- N vJ U) o JOSEPHAGIRGENTL Nab 392 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2018 NO: DATE: REMARKS: REVISIONS: AWING TITLE: ELECTRICAL PLAN 51394.64 W&G 05-23-18 E2.0 W&G EXISTING PANEL A VOLTAGE 120 / 208 V SIZE 100A MLO CABINET SURFACE NEMA-1 PHASE 3 PH 100A BUS RATING EXISTING AIC RATED 4 W cn z REMAR S CKT.BKR. VA PHASE LOAD U BUS U VA PHASE LOAD CKT.BKRuJ REMARKS z AMPS P A B C ABC A B C AMPS P EX OUTSIDE LTS 20 1 1000 " 1 X 2 1000 20 1 1 JOUTDOOR LTS EX EX OUTSIDE LTS 20 1 1000 3 X 4 200 20 1 PEOPLE COUNTER EB EX MECH RM L S 20 1 400 5 X 6 540 20 1 SOUND SYSTEM EB ES BOHLIGHTING -1,2 20 1 810 ;- 7 X 8 20 1 SPARE EB LIGHTING 20 1 = 9 X 10 , - _. 20 1 SPARE SPARE 20 1 11 X 12 - 20 1 SPARE EB STORE FRONTE IGN 20 1 1200 13 X 141 20 1 SPARE EB SHOW WINDOW LTG 20 1 1200 _:, - 15 X 16 -.�.-: 20 1 ISPARE EB SHOW WINDOW LTG 20 1 1200 17 X 1877- 20 1 ISPARE EB SHOW WINDOW LTG 20 1 1200 ;-; 19 X 20 20 1 SPARE EB SHOW WINDOW LTG 1 20 1 - - 1200 _. 21 X 22 - 20 1 SPARE EB TIME CLOCK 20 1 200 23 X 24 20 1 SPARE SPACE 20 1 25 X 26 SPACE SPACE 20 1 X 28 SPACE SPACE _ 29 X 30 SPACE TOTAL 4210 34001 18001 1 1000 200 5401 TOTAL NB = NEW B EAKER SHALL BE COMPATIBLE WITH EXISTING PANELBOARD AND SHALL MATCH PANELBOARD AIC RATING. EB = REUSE EXISTING BREAKER. EX = EXISTIN TO REMAIN NOTE: CONTE WITH ( RESPONSIBLE FOR UPDATING ALL PANEL SCHEDULES DESCRIPTIONS OF ALL BRANCH CIRCUIT DESIGNATIONS. TABULATION TOTAL LOAD DEMAND FACTOR DEMAND LOAD MEASURED LIGHTING 10050 1.25 12563 COOLING HEATING RECEPTACLE 200 1.00 200 MISCELLANEOUS 900 1.00 900 KITCHEN EQUIP LARGEST MOTOR TOTAL DEMAND LOAD 13663 VA TOTAL DEMAND AMPS 37.9 A EXISTIN PANEL B VOLTAGE 120 / 208 V SIZE 100A MLO CABINET SURFACE NEMA-1 PHASE 3 PH 100A BUS RATING EXISTING AIC RATED 4 W In F— UJ z REMARK CKT.BKR. VA PHASE LOAD Fes-' U BUS - 0 VA PHASE LOAD CKT.BKR. REMARKS Q 2 AMPS P A B C ABC A B C AMPS P EB RECPT OFFIC 20 1 540 1 X 2 1440 20 1 1 P.O.S. EB EB ATM 20 1 1000 3 XI 1 4 540 20 1 1 RECPT EB EB EWC 20 1 400 5 IXI 6 1000 20 1 1 JRECPT PRINTER SECURITY EB EB RECPT RR 20 1 180 7 X 8 1000 20 1 1 IREcFr MONITOR SECURITY EB EB I.T. RECPT 20 1 360 9 X 10 1000 20 1 1 IRECPTSECURITY EB EB RECPT MICRO 20 1 1200 11 X 12 1000 20 1 1 RECPT SECURITY EB EB RECPT COFFEE 20 1 1200 13 X 14 1000 20 1 RECPT SECURITY CB EB RECPTUCF 20 1 ,- 1200 15 X 16 - ' 1260 20 1 RECPT/FLR EB EB RECIRC PUMP'20 1 200 17 X 18 -- _ „ 1000 20 1 U.C. REFRIG EB ES RECPT/TV 20 1 1320 - ___ 19 X 20 1000 20 1 RECPT COFFEE EB SPACE , - ;_ ' 21 X 22 SPACE SPACE =- __.,. 23 X 24 - SPACE SPACE _- "_ 25 X 26 SPACE TOTAL 3240 2560 1 4440 28001 3000 TOTAL NB = NEW BF�AKER SHALL BE COMPATIBLE WITH EXISTING PANELBOARD AND SHALL M TCH PANELBOARD AIC RATING. EB = REUSE ASTING BREAKER. NOTE: CONTRACTOR WITH CURREN IS RESPONSIBLE FOR UPDATING ALL PANEL SCHEDULES r DESCRIPTIONS OF ALL BRANCH CIRCUIT DESIGNATIONS. TABULATION TOTAL LOAD DEMAND FACTOR DEMAND LOAD MEASURED LIGHTING COOLING HEATING RECEPTACLE 3840 1.00 1 3840 MISCELLANEOUS 140001 1.00 14000 KITCHEN EQUIP LARGEST MOTOR TOTAL DEMAND LOAD 17840 VA TOTAL DEMAND AMPS 49.5 A EXISTING PANEL DP VOLTAGE 120 / 208 V SIZE 400A MLO CABINET SURFACE NEMA-1 PHASE 3 PH 400A BUS RATING EXISTING AIC RATED 4 W cn uJ z REMARKS CKT.BKR. VA PHASE LOAD Y O BUS Y U VA PHASE LOAD CKT.BKo. REMARKS ti � z AMPS P A B C ABC A B C AMPS P 5210 1 X 2 6680 EX PANEL'A' 100 3 100 3 PANEL'B' EX z_ 3600 - 3 X 4 - 5360 - 2340 5 X 6 �-_ 4800 SPARE 90 2 <_;:, 7 X 8 1750 _- z -" 20 2 WATER HEATER NB '__. 9 X 10 1750 IIIIIIII■-��� ��G1���- �Q NB = NEW BREAKER SHALL BE COMPATIBLE WITH EXISTING PANELBOARD AND SHALL MATCH PANELBOARD AIC RATING. EB = REUSE EXISTING BREAKER. EX= EXISTING TO REMAIN NOTE: CONTRACTOR IS RESPONSIBLE FOR UPDATING ALL PANEL SCHEDULES WITH CURRENT DESCRIPTIONS OF ALL BRANCH CIRCUIT DESIGNATIONS. TABULATION TOTAL LOAD DEMAND FACTOR DEMAND LOAD MEASURED LIGHTING 10050 1.25 12563 COOLING 20280 HEATING 25668 1.00 25668 RECEPTACLE 40401 1.00---F 4040 MISCELLANEOUS 18400 1.00 18400 KITCHEN EQUIP LARGEST MOTOR TOTAL DEMAND LOAD 60671 VA TOTAL DEMAND AMPS 168.4 A PARTIAL RISER DIAGRAM MS ❑ RISER NOTES 1. PROVIDE NEW 24/7 TIMECLOCK WITH 10-HOUR BACK-UP FOR SHOW WINDOW RECEPTACLES. 2cw+n W anay. AC 4-w 0/14 UP A #2t s /1 W T '� N GIRGF TI ,11C, ,/ L2-1 POBox1377 OfI PSi3 855• �,afettjHexbox,ft3469� PazZ2Z:Z t ASD SK 1240 East 5th Avenue Tampa, FL 33605 T 813.223.2293 F 813.223.2433 www.asdsky.com �SUR�TERP WELLN a) U J Q � L.L 3 r Wca a)W U o AIMRCONNTR,� JOSEPHA This drawing Is the property of A= Space Design, Inc. and is not to I reproduced or copied in whole or pal not to be used on any other project ar be returned upon request. Scales as herein are for reference only as nol reproduction processes may alter accuracy of original drawings. Associated Space Design, Inc. 2C NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: ELECTRICAL PLAN 51394.64 05-23-1 DRAWN BY: CHECKED BY: W&G W&G E3.0 GENERAL MECHANICAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2O17 FLORIDA BUILDING CODE 6TH EDITION. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, ALL DRAWINGS AND SPECIFICATIONS COMPLY WITH MINIMUM EXISTING CODES 2. CONTRACTOR SHALL PROVIDE ALL WORK CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED FOR ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH BASE BUILDING PLANS AND SPECIFICATIONS. 3. CONTRACTOR TO CONSULT BUILDING OWNER FOR BUILDING STANDARDS AND CONTROL SEQUENCES, 4. CONTRACTOR SHALL CONFIRM THE EXISTENCE OF FIRE DAMPERS AS REQUIRED BY CODE IN ANY DUCT PENETRATING EXISTING FIRE RATED PARTITIONS. 5. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND EXISTIN( CONDITIONS. THE INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOP OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL AND PLUMBING SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 6. CONTRACTOR SHALL PROVIDE A COPY OF THE INDEPENDANT TEST AND BALANCE REPORT AT THE FINAL INSPECTION. CONTRACTOR SHALL ALSO PROVIDE ALL REPORTS AS REQUIRED BY THE SPECIFICATIONS. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS AND SMALL WATER LINES, ETC. 8. CONTRACTOR SHALL REVIEW STRUCTURAL DRAWINGS BEFORE INSTALLATION TO AVOID ANY BEAM CONFLICTS AND COORDINATE PIPING AND HVAC DUCTWORK ACCORDINGLY. 9. BALANCE AIR DISTRIBUTION SYSTEMS TO QUANTITIES AS INDICATED ON DRAWINGS. 10. ALL SUPPLY TAKE -OFFS ARE CONNECTED TO HARD TRUNK DUCT WITH SPIN -IN FITTING (WITH MANUAL DAMPER) OF SIZE EQUAL TO DIFFUSER INLET AND DUCT CONNECTION. FLEXIBLE DUCT SHALL BE STRAIGHT WITH NO SAGS OR EXCESS DUCT. TOTAL TURNS SHALL NOT EXCEED 135 DEGREES. THERMA-FLEX OR EQUAL INSULATED FLEX DUCT CONFORMING TO NFPA-90A AND UL 181 FOR "AIR DUCT CONNECTOR." 11. ALL EXHAUST VENTS MUST BE AT LEAST 10' FROM ANY OUTSIDE AIR INTAKE. CONTRACTOR TO ADJUST VENT ACCORDINGLY, 12. ALL DUCT SIZES INDICATED ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 13. ALL SUPPLY/RETURN DUCTWORK TO BE 1.5" THK. FIBERGLASS PER SMACNA STANDARDS, EXCLUDING FLEX CONNECTIONS TO AIR DISTRIBUTION DEVICES OR AS SPECIFICALLY NOTED ON DRAWINGS. 14. RE -ADJUST THE THROW OF ALL AIR DISTRIBUTION DEVICES AFFECTED BY THE ADDITION OR REMOVAL OF PARTITIONS. 15. ALL CEILING MOUNTED DIFFUSERS SHALL BE 4-WAY THROW UNLESS OTHERWISE NOTED. 16. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. 17. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. 18. PROVIDE ADDITIONAL DUCTWORK AND PIPING SUPPORTS ON BOTH SIDES AND WITHIN 18" OF FIRE RATED WALL DUCTWORK OR PIPING SHALL NOT BE SUPPORTED FROM ANY FIRE RATED WALL. 19. REMOVE ALL FIRE DAMPERS IN ALL DEMOLISHED RATED WALLS. PATCH / REPAIR ALL REMAINING DUCTWORK AS REQUIRED. 20. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER SMACNA. 21. DUCTWORK SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM, 22. ALL WALL MOUNTED THERMOSTATS AND/OR TEMPERATURE SENSORS SHALL BE INSTALLED AT AN ELEVATION OF 48" A.F.F. ALL THERMOSTATS NEED TO BE RECALIBRATED BY A MECHANICAL CONTRACTOR IF THEY ARE RELOCATED. THERMOSTATS SHALL BE FASTENED BY PLASTIC SHIELD AND SCREWS. 23. OUTSIDE AIR SUPPLY RATES CONFORM TO ASHRAE 62-2004 STANDARDS. 24. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. 25. PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO INSTALL MECHANICAL EQUIPMENT AND MATERIALS. 26. INSTALL AND INSULATE REFRIGERANT PIPING AS PER MANUFACTURER, 27. CONDENSATE PIPING SHALL BE COPPER. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE AIR HANDLING UNIT. INSULATE ALL CONDENSATE LINES WITH 1/2" THICK CLOSED CELL FOAM INSULATION. SLOPE CONDENSATE LINES AT 1/8" PER FOOT MINIMUM. 28. INSTALLATION OF MECHANICAL EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS. 29. MATCH DIFFUSER MOUNTING FRAME WITH CEILING TYPE. 30. ALL DASHED LINED EQUIPMENT AND DUCTWORK ARE EXISTING. ALL SOLID LINED EQUIPMENT AND DUCTWORK ARE NEW UNDER TENANT WORK EXCEPT FOR DIFFUSERS. 31. SUSPENDED FAN UNITS, EXCEPT POWERED INDUCTION UNITS (2000 CFM AND GREATER), SHALL BE SUPPORTED BY NOT LESS THAN FOUR 5/8" DIAMETER RODS EACH COMPLETE WITH 1" DEFLECTION SPRING MOUNTS). SUSPENDED FAN UNITS (LESS THAN 2000 CFM) AND ALL POWERED INDUCTION UNITS SHALL BE SUPPORTED BY 1/2" DIAMETER RODS WITH RUBBER -IN -SHEAR ISOLATORS. IF FANS ARE INTERNALLY ISOLATED WITHIN CABINETS, EXTERNAL ISOLATORS MAY BE OMITTED. 32. INSTALL HANGERS AND SUPPORTS AS REQUIRED TO ADEQUATELY SUPPORT THE PIPE LINES WITHOUT INTERFERING WITH THEIR INHERENT FLEXIBILITY, AND AS REQUIRED TO PREVENT SAGGING AND VIBRATION. DO NOT EXCEED SPACINGS AS STATED IN THE MSS SP-58 AND SP-69. VERTICAL RISERS SHALL BE SUPPORTED AT LEAST ONCE IN EACH STORY HEIGHT OR AS SHOWN ON THE DRAWINGS. 33. WHERE CONCENTRATED LOADS OF VALVES, FITTINGS, ETC., OCCUR, CLOSER SPACING OF HANGERS AND SUPPORTS WILL BE NECESSARY. SPACINGS SHALL BE BASED ON THE WEIGHT TO BE SUPPORTED AND THE MAXIMUM RECOMMENDED LOADS FOR THE HANGER COMPONENTS. 34. FIRE PROTECTION DRAWINGS SHALL BE PROVIDED SEPARATELY BY A FIRE PROTECTION VENDOR AND SHALL BE IN FULL COMPLIANCE WITH NFPA 13. 35, OUTSIDE AIR DUCTWORK SHALL BE SHEETMETAL AS PER SMACNA STANDARDS. INSULATE WITH 1.5" THICK FIBERGLASS DUCTWRAP. 36. EXHAUST AIR DUCTS ARE SHEETMETAL. KEYED MECHANICAL NOTES: Q TIE NEW OUTSIDE AIR DUCT TO EXITING OUTSIDE AIR DUCT. FIELD VERIFY LOCATION AND BALANCE TO 410 CFM, 2� CONTRACTOR TO CLEAN EXISTING SIDEWALL RETURN GRILL TO REMAIN, 0 REFRIGERANT PIPING TO ASSOCIATED CONDENSING UNIT ON GROUND. SIZE AND ROUTE PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO VERIFY ROUTE AND CONSULT BUILDING OWNER FOR EXACT LOCATION OF CONDENSING UNIT. ® 3/4" CONDENSATE LINE WITH P-TRAP. ROUTE THROUGH EXTERIOR WALL AND SPILL TO GRADE. CONSULT BUILDING OWNER FOR EXACT ROUTING. 50 6"0 EXHAUST DUCT SHALL BE RUN UP TO ROOF TO TERMINATE TO CONTRACTOR PROVIDED GREENHECK GRAVITY VENTILATOR MODEL GRSI-6. © CONTRACTOR TO PROVIDE 10"X10" TITUS SG-BG-FM BARRIER GRILL WHERE DUCT PENETRATES WALL. USE SQUARE TO ROUND TRANSITION AT GRILL. 70 CONTRACTOR TO PROVIDE 16"X16" TITUS SG-BG-FM BARRIER GRILL WHERE DUCT PENETRATES WALL. USE SQUARE TO ROUND TRANSITION AT GRILL. GENERAL HVAC NOTE 1. CONTRACTOR SHALL SIZE ALL SUPPLY RUN OUTS TO DIFFUSERS PER AIR DISTRIBUTION SCHEDULE SIZING CHART. RETURN TRANSFER FOR SECURE STORAGE TO BE 1.5 TIMES THE SIZE OF THE SUPPLY FOR THAT ROOM. GENERAL IWAC DEMOLITION NOTES: 1. CONTRACTOR SHALL DEMOLISH ALL EXISTING HVAC INCLUDING BUT NOT LIMITED TO CONDENSING UNITS, AIR HANDLER UNITS, SUPPLY AND RETURN DUCTWORK, THERMOSTATS AND ANY INSTALATION MATERIALS RELATED TO THE EXISTING SYSTEMS. ASHRAE 62.1 COMPLIANCE REQUIRED OUTSIDE AIR 45 PEOPLE X 5 CFM/PERSON + 2,916 SQ FT X 0.06CFM/SQ FT = 400 CFM. THE DESIGN DRAWINGS PROVIDE 410 CFM OF OUTSIDE AIR. 0 MEMA NIC U PLAN SCALE 1/8" =1`�0" 7 I[a MECHANICAL LEGEND MVD MANUAL VOLUME DAMPER EXIST. EXISTING RA RETURN AIR CA OUTSIDE AIR DUCT REDUCTION IN DIRECTION OF FLOW SD DUCT MOUNTED SMOKE DETECTOR �- MOTORIZED DAMPER RETURN (OR EXHAUST) GRILLE ® SUPPLY DIFFUSER ETR EXISTING TO REMAIN RE RELOCATE EXISTING ER EXISTING RELOCATED FIRE DAMPER EXISTING FIRE DAMPER S SMOKE TIGHT DUCT SEAL SD SMOKE DAMPER SD FIRE/SMOKE DAMPER -� NEW HARD DUCT - EXISTING HARD DUCT �J NEW FLEXIBLE DUCT 1 J EXISTING FLEXIBLE DUCT T THERMOSTAT NEW CONNECTION BACKDRAFT DAMPER AC o 0/14 C0A#2f7 3 x EF 102, LSO GIR FNTILC ` MECIIANICAL • ELECTRICAL PLUMBINr, 4 .0.B=1377 Offim:813-855-3330 FLW95 Pax 1240 East 5th Avenue Tampa, FL 33605 T 813.223.2293 F 813.223.2433 www.asdsky.com SUI TERRj WELLNE! y.., U) N w T M Co J 3 u- L � � U 2 � U) J �U) CDV o0- TODD S WI SON, % 46727 This drawing is the property of Associate Space Design, Inc. and Is not to be reproduced or copied In whole or part. It not to be used on any other project and is be returned upon request. Scales as state herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2018 NO: DATE: REMARKS: REVISIONS: I y�YY11Y� "ILc MECHANICAL PLAN 51394.64 W&G 05-23-18 M7.0 W&G AIR DISTRIBUTION SCHEDULE REMARKS: 1. COORDINATE FRAME & BORDER TYPE WITH CEILING TYPE. REFER TO ARCHITECTURAL PLANS. 2. COORDINATE WITH BLDG MGT FOR BLDG STANDARDS. NECK SIZE FACE SIZE MARK CFM (INCHES) (INCHES) BASIS OF DESIGN ACCESSORIES 0-150 6 " 0 24"x24" PERFORATED SUPPLY DIFFUSER EQUAL 151-250 8"0 24"x24" OA TO TITUS PAS. INSULATE BACK OF ALL DIFFUSERS. 251-350 10110 24"x24" 351-450 12110 24"x24" 0-150 6"0 24"x24" MODULAR CORE SUPPLY DIFFUSER EQUAL 151-250 8"0 24"x24" O TO TITUS PMC. INSULATE BACK OF ALL DIFFUSERS. 251-350 10110 24"x24" 351-450 12"0 24"x24" O0-200 10"x6" 11.75"x7.75" SUPPLY EQUAL TO TITUS 30OFL. PERFORATED RETURN/TRANSFER GRILLE O 0-1600 22"x22" 24"x24" EQUAL TO TITUS PAR. TO MATCH EXISTING. INSULATE BACK OF ALL DIFFUSERS. 6"x6" 6"xl0" RETURN/EXHAUST GRILLE EQUAL TO EO 0-170 TITUS 350FL. INSULATE BACK OF ALL DIFFUSERS. FAN SCHEDULE MARK SERVICE LOCATION CFM EXT. SP MOTOR MOTOR MAX DRIVE wg HP V/4) RPM TYPE WEIGHT INTERLOCK BASIS OF DESIGN ACCESSORIES EF-1 RESTROOM CEILING 70 0.25 80.2 watts 120/1 950 DIRECT 10 Ibs LIGHTS GRFENHECK SP-B110 OR 1 2 APPROVED EQUAL EF-2 JANITOR CEILING 70 0.25 80'2 120 1 / 950 DIRECT 10 Ibs TIME CLOCK GREENHECK SP-8110 1 2 Watts OR APPROVED EQUAL ACCESSORIES: 1O SPEED CONTROLLER O2 MOTOR WITH THERMAL OVERLOAD SPLIT SYSTEM AIR HANDLING UNIT SCHEDULE REMARKS: 1. ALL FCU'S TO UTILIZE R-410A REFRIGERANT AND TO HAVE MINIMUM 13.0 SEER RATING FAN DATA COOLING DATA HEATING DATA ELECTRICAL DATA TOTAL SENS. ELECTRIC MARK MIN. OA MAX OA FCU NO. CFM CFM CFM EXT. SP MOTOR EDB EWB CAP CAP V/� MCA MOCP WEIGHT BASIS OF DESIGN ACCESSORIES VG lip °F °F (KW) STEPS (Ibs) MBH MBH FCU 1 O 415 5,000 0.87 2.27 BHP 80.0 67.0 155.1 119.3 2 208/3 88,9 90.0 695 CARRIER 40RUA W/CAELHEAT022A 1 2 3 4 5 55.0 7.5 ACCESSORIES: O AUXILIARY DRAIN PAN WITH FLOAT SWITCH. 0 1" DISPOSABLE FILTERS UNIT TO SHUT DOWN UPON WATER DETECTION. CONDENSATE DRAIN SHALL BE FULL SIZE FROM UNIT ® PROGRAMMABLE DIGITALTHERMOSTAT PROVIDE CONDENSATE PUMP AND ROUTED CONDENSATE O5 DISCONNECTS BY DIVISION 16 TO DRIP TO EXTERIOR. O2 SINGLE POINT ELECTRICAL CONNECTION SPLIT SYSTEM CONDENSING UNIT SCHEDULE REMARKS: 1. SIZE AND ROUTE REFERIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 2. COORDINATE EXACT LOCATION OF UNITS WITH OWNER. 3. ALL FCU'S TO UTILIZE R-410A REFRIGERANT. ELECTRICAL DATA MARK CU NO. PAIR WITH LOCATION V/(� MCA NTS (amps) BASIS OF DESIGN ACCESSORIES CU 1 FCU 1 GROUND 208/3 54.0 60.0 CARRIER 38AUD 1 2 ACCESSORIES: O DISCONNECTS BY DIVISION 16 O2 PROVIDE WITH LOW AMBIENT CONTROLS CONDENSING UNIT CONDENSING UNIT ATTACHED TO CONCRETE PAD WITH (4) 2" 16 GAGE STRAPS. ONE ON EACH SIDE STRAPS CONNECTING TO UNIT WITH (8) 1/4" x 1-1/2" LONG TEX SCREWS AND CONNECTED TO CONCRETE PAD WITH (8) 1/4" x 1-1/2" LONG LAG BOLTS — CONCRETE PAD 6" LARGER THEN UNIT ON ALL SIDES CONDENSING UNIT MOUNTED DETAIL VIBRATION ISOLATING HANGER (SPRING OR RUBBER AS SPECIFIED). BACKDRAFT DAMPER -FLEXIBLE CONNECTION ROUND OR RECTANGULAR DISCHARGE EXHAUST DUCT. REFER TO DWGS FOR SIZE . FLEXIBLE CONNECTION EXHAUST GRILLE/REGISTER-2 �`- CEILING CONSTRUCTION NLINE CABINET EXHAUST FAN CABINET EXHAUST FAN DETAIL NTS SPIN -IN FITTING WITH DAMPER-\ SUPPLY DUCT 1-1/2" (22 GAUGE) HANGER STRAPS MAX. 10' SPACING. CONNECT TO STRUCTURE WITH 1-1/4" SHOT & PIN METAL COLLAR WITH BAND CL, INSULATED FLEXIBLE DUCT INSULATE THE BACKS OF ALL DIFFUSERS INSULATE THE DIFFUSER (COORDINATE WITH CEILING TYPE) _SUPPLY DIFFUSER FLEX SUPPORT DETAIL NTS nnllAlrll Tn 22 GAUGE STRAP DUCT SUPPORT DETAIL NTS SUPPLY (.FILING AIR DUCT WALL OPEN RETURN AIR DUCT FLEX CONNECTION VERTICALLY MOUNTED AIR HANDLER REFRIGERANT PIPING CONDENSATE PIPING W/P-TRAP STAN D MVD MOTORIZED RETURN DAMPER FLOOR AIR GRILLE —III OUTSIDE AIR I DUCT TIE TO EXISTING VERTICAL A/C UNIT MOUNTING DETAIL NTS i rd►,r,Alllllll��a,Jrn.w�.� .�,.�...ai.�-lire I `rJAN�Y.+ �Srf'r�l`A1 :; • R � „ II � � (f+� 'Rii!j fill i ASD I SKY 1240 East 5th Avenue Tampa, FL 33605 T 813.223.2293 F 813.223.2433 www.asdsky.com W �W// LL D W r N LO M r �? A J 3 U- L � m •- Cn J U) oa TODD S. WILSON, No. 46727 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2018 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: MECHANICAL SCHEDULES 51394.64 W&G 05-23-18 1nf:To M2.0 O I NEW CONN EXISTING I FROM DED VERIFY LC TO TO M 'a I c 3 r�60L� W s 0 0 01 WATER RISER SCALE- NTS M O A NEW CONNECTION T,— C EXISTING VENT PIPING. VERIFY LOCATION AND / 9� NEW CONNECTION TO EXISTING SITE SIZE PRIOR TO t B '' WASTE. CONTRACTOR SHALL VERIFY STWJGTION � I rr,� y �' - 812E, LOCATION, INVERT AND 2„V 12"V I DIRECTION OF FLOW PRIOR TO 9 I CONSTRUCTION. ,NEW CONNECTION TO EXISTING � coy , WASTE AT DEMO'ED I r� 2�6 I I 3 -Z$TROOM. CONTRACTOR l SHALL VERIFY SIZE, OCATION, INVERT AND 2"V 2"2' V ., IRECTION OF FLOW PRIOR s�o� TO GONSTRUCTIOxN. yG I 9+ rps'f"ss, �o9Q s COORDINATE FLOOR GUT AND PATCH WITH GENERAL CONTRACTOR yFC+ 3' rQT �r't-cG•A ry �cA -syT rater<c�-P G?F. r� SANITARY RISER SCALE: NTS W 1240 East 5th Avenue Tampa, FL 33605 T 813.223.2293 F 813.223.2433 www.asdsky.com SUF TERR) a. WELLNES O 0 0 0 0 0 0 0 OF PLUMBING PLAN SCALE:1/8" =1'r0" J7 0 PLUMBING LEGEND WASTE PIPING ----- VENT PIPING --- COLD WATER PIPING — -- — HOT WATER PIPING HW— 140' ---- TEPID WATER PIPING TW — 110° —SD STORM PIPING —C CONDENSATE PIPING W WASTE V VENT VTR VENT THRU ROOF CW COLD WATER HW HOT WATER HWR HOT WATER RETURN WH WALL HYDRANT HB HOSE BIBB RD ROOF DRAIN RL RAIN LEADER SA SHOCK ARRESTOR TP TRAP PRIMER CO CLEAN OUT GAS COCK BALL VALVE a� �U J 07 N = t q � M 3 LL- WL �U H J �U) '^ vJ V- o a 7 TODD S. WI SON, No. 46727 This drawing is the property of Associe Space Design, Inc. and is not to be reproduced or copied in whole or part. not to be used on any other project and be returned upon request. Scales as st, herein are for reference only as norm reproduction processes may alter thi accuracy of original drawings. Associated Space Design, Inc. 2018 NO: DATE: REMARKS: REVISIONS: DRAWING IIILE: PLUMBING PLAN 51394.64 05-23-18 DRAWN BY: CHECKED BY: I W&G W&G NUMBER: Pi00