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HomeMy WebLinkAbout520 W Lake Mary Blvd (a)E cr- LLI m NMI Cl Lo El Lo Lo ON u 0 cq co 00 u F - P-1 ON cq 00 L-0 CA Co co CYD QJ v1 T!1 C) 7�1 cn P, CV U Cf) SCALE AS NOTED DRAWN 13Y ALAN TAYLOR SHEET E cr- LLI m NMI I NEW I HR RATED WALL Z 1 v O I /RATED - til O - r - I RL R / NENI H WALL 4_011 it I�il0f� �I I I V I I I I I I I I I I I V I I I I I REMOVE RELOCATED EXISTING RATED DOOR 5TAI A I SGALI!: 411=1'-O" I I I I I >O I I I I I I I I I I I I I I I I NEV4 1 HR RATED WALL O 7 O 7 Illi WA I 1 t' NEH I HR RA ED REMOVE 4 RELOGATEr EXISTING RATED DOOR TI �2% SCALE: Y4"=I'-O" FLOOR P A =&EM- EXI5TIN6 STUD WALLS TO REMAIN NEW I HR RATED WALL TO UNDERSIDE OF THE DECK SEE 5EGTION I/A-I O DOOR TA6 CON CTI_�� I i0 I. THE INTENT OF 1 HESE DRAWIN65 15 TO INDIGATE THE 5GOPE OF WORK REQUIRED IN ORDER TO GON5TRUGT A COMPLETE AND FIN15HEP 5PAGE READY FOR TENANT OGGUPANGY. THE GONTRAGTOR AND 5UBGONTRAGTOR5 ARE EXPEGTED TO V151T THE PROJEGT SITE PRIOR TO GON5TRUGTION AND NOTIFY THE ARGHITEGT- PRIOR TO GON5TRUGTION- OF ANY D15GREPANGIE5 WITHIN THE DRAWINGS OR POSSIBLE GONFLIGT5 WHIGH AFFEGT THE PROORE55 OF THIS PROJECT. THE GONTRAGTOR SHALL VERIFY ALL DIMENSIONS AND FIELD GONDITION5 NOTIFYING THE ARGHITEGT OF ANY D15GREPANGIE5 BEFORE PROGEEDIN6 WITH THE PROJEGT. 2. DO NOT 5GALE THESE DRAWIN65. 3. THI5 BUILDING 15 EQUIPPED WITH A FIRE SPRINKLER SYSTEM. REQUIRED ALTERATIONS TO THE SYSTEM ARE TO BE DE-51ONED AND INSTALLED BY A LIGENSED SPRINKLER INSTALLER AGGORDIN6 TO CODE. 4. UNLE55 NOTED OTHERWISE, DIMEN5ION5 ARE FROM FIN15H FACE TO FIN15H FADE OF NEW AND EXI5TIN6 WALLS. 5. GONTRAGTOR TO VERIFY EX15TENGE OF FIRE ALARM AND DETEGTION 5YSTEM5. GONTRAGTOR TO INGLUDE IN HI5 BID PRIGE ANY WORK REQUIRED TO EITHER INSTALL 5UGH SYSTEMS OR MAKE REQUIRED MODIFIGATION5 TO EXI5TIN6 SYSTEMS TO GOMPLY WITH LOGAL AND FEDERAL GODE5 - NO GHANOE ORDERS WILL BE AGGEPTED FOR ANY FIRE DETEGTION OR ALARM SYSTEM MODIFIGATION5. 6. IT 15 TILE GONTRAGTOR'S RESPONSIBILITY TO V15UAI-LY VERIFY ALL EX15TINO FIRE RATED ASSEMBLIES NOTED IN THESE DOGUMENT5 AND PERFORM ANY REQUIRED WORK TO A55URE GOMPLIANGE WITH LOGAL FIRE AND BUILDING GODE5 AND THE U.L. OR U.S. 6YP5UM DE516N A5 STATED IN THESE DRAWIN65. ANY ADDITIONAL FIRE DAMPERS, GAULKIN6, PATCHING OF HOLES, INSTALLATION OF GOLLAR5 OR OTHER RELATED WORK REQUIRED 13Y THE FIRE OFFIGIAL TO MAINTAIN FIRE 5EPARATION 15 TO BE INCLUDED IN THE WORK. 8. 5EAL ALL NEW PENETRATIONS OF FIRE -RATED WALL ASSEMBLIES, IF APPLIGABLE, IN AGGORDANGE WITH THE "FIRE -RATED PENETRATION DETAIL(S)". WALL PARTITION TO BE ANCHORED TO UNDERSIDE OF METAL ROOF DECK NEW CLO. TILE 4 GRID SEE REFLECT. CL6. PLAN SEAL TO UNDERSIDE OF DECK AND/OR RATED Gl_G WNL FIRE RATED ACOUSTICAL 5EALANT HILTI CP606 OR EQUAL TYPE "X" alae EAlSIDE 5-5/8" CGALV. METAL STUDS 25 GA ® 24"OC UNLESS NOTED " 3 8 OTHERWISE R -II BATT INSULATION BETAEEN STUDS (OPTIONAL) FLOORING EXIST. BASE TO _ MATCH EX15T. GORRI Dt� UL FIRE RATED ACOUSTICAL SEALANT HILTI CP606 OR EQ. ONA" GTI 1-1/211 = 1' - ®" 1 -HR. RATED HALL UL= 1;)E516N #1,141 -� S. Fasteners — (Not shown) -- T�pe S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 6). Single layer sys- Design No. U419 teau: 1 im long for 1/2 and 5/8 in. thick panels or 1-1/4 im long for Non Bearing Wall Ratings — 1, 2,3 or 4 Hr (See Items 3 do 4) 3/4 in. thick partels, spaced 8 in OC when panels are applied horizorr tally, or 12 in. OC when panels are applied vertically. Two layer vs - terns: First layer- I in, Hang for 1/2 and 5/8 in. thick panels or 1-1/4 in. For cumber of Layers long for 3/4 in. thick parnels, spaced 16 in, OC. Second layer. 1-5/8 in. see Hier Iy Ratings �'� long for 1/2 in., 5/8 in. thick panels or 2-1/4 in, long for 3/4 in. thick 4 apanels, spaced 16 in. OC with screws offset 8 in. from first layer.Three- 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 _ttlgltlJ. ' panels, spaced 24 in. OC. "third layer- 2-1/4 in. longg for 1/2 in., 5/8 in. - thick parcels or 2-5/8 in. Ion& for 5/8 in. thickppanels, sped 12 in. OC- Screws G Screws offset n-dn 6 in. from layer below. Four-layeer ,,s aced First 3 3A 2J \� ✓� �- layer- 1 irn. long for 1/2 in., 5/8 ire, thick panels, spaced 24 in. CIC. Sec- o and layer- I-5/8 in. land for 1/2 in, 5/8 in. thick panels, spaced 24 in• �J OC. Third layer- 2-1/4 in, long for 112 in. thick panels or 2-5/8 in. long for 5/8 irn. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long 1. Floor and Ceiling Runners — (Not shown) — Channel shaped, fabri- for 1/2 in. thick pants or 3 in long for 5/8 in. thick panels, spaced 12 sated from min 25 MSG (min 20 MSG when Item 4A is raised) corrosion- in. CDC- s offset min 6 in. from layer below, protected steel, min width to -accommodate stud size, with min I in. 6 Furring 0muiels — (Optional, not slwwn, for single or double layer sys- long legs, attached to floor and ce'il'ing with fasteners 24 in. OC may, tems) —bent furring chanoeia fabric from min 25 MSG coirrvsion- 2 Steel Studs — Channel shaped, fabricated from min 25 MSG (min 20 protected steel, spaced vertically a max of 24 in. OC Flange portion attached MSG when Item 4A is used) corrosion -protected steel, min width as to each imtersecting stud with 1/2 in. long Type S-12 steel sews, Not for indicated under Item 4, min 1-1/4 in. flanges and 1/4 in, return, spate use with Iter 4A a max of 24 in. OC, Studs to be cut 318 to 3/4 in. less than assembly 7. Joint '[ape and Compound — Vinyl or casein, dry or piemixed joint cont- hed pound applied in two coats to joints and screw heads of outer layers, Paper 3. Batts and Blankets` — (Required as indicated under Item 4) — Min- tale nom 2 in. wide, embedded in fust layer of compound over all joints of eral wool baits, friction fitted between studs and runners. Mist nom outer Perls• thidaless as indicated under Item 4, See Batts and Blankets (BXM or 8. Siding, Brick or Stucco — (Optional, not shown) — Alumni i rm,vinyl or BZJZ) Categories for names of Classified companies, steel siding, brick veneer or stucco, meeting the requirements of local code 3A. Batts and Blankets' (CtptioAad}— placed in stud cavities, any�g11ass wed over gyp:iml panels. Buck veneer attached to studs with fiber or mineral wool insulation bearing the UL Classification N ar_tg corrugated metal wall ties attached to each stud with steel screws, not more as to Surface Burning Characteristics and/or Fire Resistance. See Batts than each sixth course of brick. and Blankets (BKNV brKZIZ) Categories for names of Classified corn. 9. Caulking and Sealants* — (Optiorral, not shown.) — A bead of acoustical paries• sealant applied around the partition perimeter for sound cont-oL 4. Wallboard, Gypsum — G)rpsum panels with beveled, square or UNTIED 5TA115 GYPSUM CO —Type AS tapered edges, applied verticallyy or horizontally. Vertical joints centered 'Bearing the UL Classification Marking over studs and staggered one s{ud caviiX on opposite sldes of Mcb;, Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal edge joints and horizontal butt joints on oppo site sides of studs need not be- staggered. Horizontal edge joints and horizontal butt Points in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and nwnber of layers for the 1 hr, 2 hr, 3 hr an>' 4 furare as fellows:Waratings I oard Protection on Each Side of Wali Rating Min Stad No. of Layers Min Th) ms Depth & Thkns of lnsalalion of Panel (Item 31 1 3-1/2 1 layer, 5/8 in. thick optiom 1 2-1/2 1lavcr,1/2in, thick 1-1/2in. 1 1-5/8 1*0/4m Optional 2 1-5/8 2layers,1/2in.thick Optional 2 1.5/8 2layers, 5/8 in. thick Optirrnal 2 311/2 1 layer, 3 / 4 in. thick 3 in 3 1-518 3layers, 1/2in, thick Optional 3 1-5/8 2lavers, 3/4 in. think Optional 3 1.5/8 Slayers, 5/8 in. thick Optional 41 14/8 4layer3; 5/9 in. dhick Clonal 4 1-5/8 4layers, 1/2 in. thick Optional 4 2-1/2 2layers, 3/ 4 in. thick 2 in CANADIAN GYPSUM COMPANY -1/2 in. thick Type C, WRC or IP -X2; 5 / $ in, thick Type SCX, SHX, WRX, IP-Xl, AR, C, WRC or IP -X2,3/4 in thick ULTRACODEor Ty IP X3 UNITED STATES GYPSUM CO --I / 2 in. thick T pe C, WRC or IP -X2,5/8 in. thick Type SCX, SHX, WRX, IP -X1, AR, C, WAG, Projects & Design architecture, interior design Lic. #AA26001536-JB26000997 www.omiipd.com 1.255 Belie Ave., Shite 188 Winter Springs, EL 32.708 tel -• 407,696,1901 fax - 407.696.9888 REV 151 ONS: FRX-G or IP -X2; 3/4 in. thick UC.TRACODE or TI qv IP -X3 !�E F®d�D E��Ii�..C?iPVty' DIVISION PANAMERICANO S A DE C V-1/2 in. thick Type C WRC or TP -X2, 5/8 in. thick Type SCX, 511X, WRX, Ill-5ft, AR, A PERMIT ISSUED SHALL_ BE CONSTRUED TO LSE A C, WRC or IP -X2; 3/4 in. thick ULT'RACOIaE or Type IP -X3, I..ICENSE TO PROCEED WITH THE WORK AND NOT AS 4A% Wallboard, G (As an Alternate to -Item 4) — 5/8 in, thick AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET gypsuan�installed as described in Item 4 with Type 5-12 steel ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL screws. length and spacing of the screws as specified under Item 5, CODES, fVOF? SHALL ISSUANCE OF CANADIAN GYPSUM COMPANY... -Type FRX THE BUILDING OFFICIAL FROM TH PERMIT UN= STATES GYPSUM CO :Type FRX REnUI�RING A CORRECTION OF ERRORS IN PLANS SEAL 4B. Wallboard, Gypsum, — (As an alternate to Items 4 and 4A) •-•-5/8 irL CON TRUCTfON OR VIOLATIONS OF THIS CGDE thick, 2 ft, wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Itern 5. faint covering (Itrrm 7) not UlV STA UM CO ---Type SCX. U I LV I N& KED SAN NOT TO SCALE U 1,,Mr=NT PERM" IT No. 1!5-2'7 Z LLI '4 x l 7MAY 1 0 Ula BY:_ --'� -A III A C) J �oV Q o _j LL C) I� u X LIJO O O W DL d tL t--lfl REVIEWED 10R C MPLIANCE PLAN E ,NER DA E_'�_ PE RMIT DATE: 3/16/2016 PROJEGT: 160202 DRAWN BY: LM GHEGKED BY: V5 5HEET OF A-1 0"FA(C"I SINGLE LAYER GYPSUM a/8 5/s 50ARD EA. SIDE 0t-- METAL STUDS (TYPE"x" GYPSUM BOARD AT RATED WALL A55EMBLY) pOUBLE JAMB STUDS CAULK EA. SIDE HOLLOW METAL. FRAME ` N DRYWALL_ JAMB ANCHOR ,n 1 i/ 1 i/ MIN. 3 PER JAMB SINGLE LAYER GYPSUM „ BOARD EA. SIDE OF METAL. STUD5 ( TYPE "x" GYPSUM BOARD AT RATED WALL. ASSEMBLY ) METAL STUD RUNNER CAULK EA. SIDE HOLLOW METAL_ 1-RAME JAAIM TAIL HEAD DETA I L SCALE: 1 -1/2'*' -0" (9 SCALE: 1-1/2"=1'-O" System No. W -L-3001 (Formerly System No. 149) F Ratings -1 and 2 Hr (See•Item 1) T Ratings -3/4, 1, 1-1/2 and 2 Hr (See Item 2) L Rating At Ambient -15 CFM/sq ft (See Item 3) L Rating At 400 F—less than 1 CFM/sq ft (See Item 3) SECTION A -A 1. Wall Assembly—The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Watt or Partition Designs in the UL Fire Resistance Directory and shatl include the following construction features: A. Studs—Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in OC. B. Wallboard, Gypsum*—Nom 1/2 or 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers and sheet orientation shall be as specified in the individual Wall or Partition Design. Diam of circular through opening to be 3/8 in. to 5/8 in. larger than outside diam of cable or cable bundle. C. fasteners—When wood stud framing is employed gypsum wallboard layers attached to studs with cement coated nails as specified in the individual Wall or Partition Design. When steel channel stud framing is employed, gypsum wallboard attached to studs with Type S self-dritling, set{ -tapping bugle -head steel screws as specified in the individual Wall or Partition Design. The hourly F Rating of the firestop system is equal to the hourly fire rating of the watt assembly in which it is installed. 2. Cables—Individual cable or max 1 in, diam cable bundle installed in through opening with an annular space of min 0 in. (point contact) to max 3/4 in. Cable to be rigidly supported on both sides of wall assembly. The following types and sizes of cables may be used: A. Max 150 pair No. 24 AWG copper conductor telephone cable with polyvinyl, chloride (PVC) insulation and jacket materials. When max 25 pair telephone cable is used, T Rating is 2 hr. When 50 to 150 pair telephone cable is used in 1 hr fire rated wall, T Rating is 3/4 hr. When 50 to 150 pair telephone cable is used in 2 hr fire rated wait, T Rating is 1 hr. B. Max No. 10 AWG multiple copper conductor Type NM ("Ramex") nonmetallic sheathed cable with PVC insulation and jacket materials. When Type NM cable is used, max T Rating is 1-1/2 hr. C. Multiple fiber optical communication cable jacketed with PVC and having a max outside diam of 5/8 in. When fiber optic cable is used, max T Rating is 2 hr. D. Max 12 AWG multiconductor (max seven conductors) power/controt cable with crass -linked polyethylene (XLPE) insulation and XLPE or PVC'ticket materials. When multiconductor power/control cable is useJ, max T Rating is 2 hr. E. Max four conductor with ground No. 2 AWG (or smaller) aluminum SER cables with polyvinyl chloride insulation amd jacket materials. 3. Fill, Void or Cavity Materials*—Caulk or Putty—Caulk or putty fill material installed to completely fill annular space between cable and gypsum wallboard on both sides of wall and with a ruin 1/4 in. diam bead of caulk or putty applied to perimeter of cable(s) at its egress from each side of the wait. Minnesota Mining & Mfg. Ca—MPS-2+ Putty, CP 25WB+ Caulk. (Note: L Ratings apply only when Type CP 25WB+ caulk is used.) *Bearing the UL Classification Marking DOOR AS SCHEDULED METAL THRESHOLD m RATED POOR (RUBBER THRESHOLD m OTHER LOCAT ION5) FSEE 1-L.00R SCHED. 5ILL DETA I L SCALE: 1 -1/2"=I' -O" System No. W -L-1001 (Formerly System No. 14") F Ratings -1, 2, 3 and 4 Hr ;See Iterps 2 anc 3. T Ratings ---0, 1, 2, 3, and 4 H• (See Item 3 L Rating At Ambient—less than 1 CFM,, sq L Rating At 400 F --less than 1 CFM/sq f - SECTION A -A 1, Wall Assembly—The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the foliowing construction features: A. Studs—Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Wallboard, Gypsum* ---Nom 1/2 or 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or 0400 Series Design in the UL Fite Resistance Directory. Max diam of opening is 13-1/2 in. 2. Pipe or Conduit—Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, nam 12 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. diam (or smatter) Class 50 (or heavier) ductile iron pressure pipe, nom 6 in. diarn (or smaller) steel conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing, nom 6 in. diam (or smaller) Type L or (or heavier) copper tubing or nom 1 in. diarn (or smaller) flexible steel conduit. When copper pipe is used, max F Rating of firestop system (Item 3) is 2 h. Steel pipes or conduits larger than nom 4 in. diam may only be used in walls constructed using steel channel studs. A max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly. 3. Fill, Void or Cavity Material*—Caulk--Caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a min 1/4 in. diam bead of caulk applied to perimeter of pipe or conduit at its egress from the wall. Caulk instalted symmetrically on both sides of watt assembly. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembIty in which it is installed, as shown in the following table. The hourly l Rating of the firestop system is dependent upon the type or sire of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: Max ripe Annular F T or Conduit Space, Rating, Rating, Diam, In In Hr Hr 1 0 to 3/16 1 or 2 0+, 1 or 2 1 1/4 to 1/2 3 or 4 3 or 4 4 Oto 1/4 1or2 0 4 0 to 1-1124 1 or 2 0 6 1/4 to 1/2 3 or 4 0 12 3/16 to 3/8 1 or 2 0 +When copper pipe is used, T Rating is 0 h. f#0 to 1-1/2 in. annular space applies only when Type CP -25 WB+ caulk is used and only when the min thickness of the gypsum wallboard is 5/8 in. for 1 hr rated walls and 1-1/4 in, for 2 hr rated walls. Minnesota Mining & Mfg. Co.—CP 25WB+. *Bearing the UL Classification Marking R 0A Appillill O LOCK 5ET 1 1/2 PAIR HIN6E5 DOOR STOP z_ PA55AC7E 5ET 11/2 PR. HINOE5 GLO5ER POOR STOP 5KK 5c1-- l,=0. fn A IME T"(F SCALE: 3/b"= I' -O" PULL SIDE PUSH SIDE MATCP EX15T. N L)OOR T`R'IPE SCALE: DOOR & HARDWARE NOTES • # ALL HOLLOW METAL DOORS 4 1-RAMES SHALL BE PREPPED TO RECEIVE ONE (1) COAT PRIMER AND TWO (2) COATS SEMI-GLO55 EXTERIOR GRADE PAINT. • # ALL HARDWARE SHALL_ BE LEVER ACTION± WITH BRUSHED NICKEL FINISH. • # PROVIDE DOOR STOPS, HINGES AND SILENCERS AT ALL DOORS. • # COORDINATE ALL DOOR HEIGHTS WITH ROUGH OPENINGS PRIOR TO PRICING/FABRICATION. • EXTERIOR SWINGING DOORS SHALL_ BE OPERABLE BY A FORCE OF NOT MORE THAN 8.5 POUNDS APPLIED TO THE LATCH STiLE. FLA PRODUCT APPROVAL_ AND MANU=. INSTALLATION INSTRUCTIONS WILL BE PROVIDED BY G.C. AND ATTACHED TO THE PERMIT DOCUMENTS. • # ALL DOORS SHALL BE INSTALLED TO MEET REQUIRED CLEARANCES AS SHOWN IN PROVISIONS FOR BARRIER i=REE DOORS ON TH16 SHEET. • # ALL DOOR THRESHOLDS SHALL BE SLIM PROFILE AND SHALL_ COMPLY WiTH THE 'CHANGES IN LEVEL DETAIL_ ON THIS SHEET. • ON ALL NEW DOOR CONSTRUCTION MIN. 18" CLEAR ON PULL_ SIDE AND 12" MIN, ON PUSH SIDE, DOOR TO BE PLACED 4" MAX. FROM WALL. LOCK SET DOORS ARE NOT TO HINDER EEGRE55 • ALL HARDWARE 15 TO MEET ALL LOCAL, STATE, AND NATIONAL CODES. • GC TO TO VERIFY PANiC HARDWARE OR 1 -IRE EXIT HARDWARE IN EXISTING EXIT DOORS TO COMPLY WITH FBC AND APPLICAE3LE CODES. STAII # SIZE TYPE MATERIAL HOWRE FRAME TYPE REMARKS 1 3'-0" X T -O" X 1 3/4" A 5.G. WOOD DOOR A HM. TYPE I I I Li _ T I R 3'-0" X T -O" X 1 3/4" A 5.G. WOOD DOOR E3 HM. TYPE I MIN. I HR RATED DOOR z O i I - I I---------------- j I I ---- I I I ! SNI ---- -- - - 5TAIIR I I I I I R 0A Appillill O LOCK 5ET 1 1/2 PAIR HIN6E5 DOOR STOP z_ PA55AC7E 5ET 11/2 PR. HINOE5 GLO5ER POOR STOP 5KK 5c1-- l,=0. fn A IME T"(F SCALE: 3/b"= I' -O" PULL SIDE PUSH SIDE MATCP EX15T. N L)OOR T`R'IPE SCALE: DOOR & HARDWARE NOTES • # ALL HOLLOW METAL DOORS 4 1-RAMES SHALL BE PREPPED TO RECEIVE ONE (1) COAT PRIMER AND TWO (2) COATS SEMI-GLO55 EXTERIOR GRADE PAINT. • # ALL HARDWARE SHALL_ BE LEVER ACTION± WITH BRUSHED NICKEL FINISH. • # PROVIDE DOOR STOPS, HINGES AND SILENCERS AT ALL DOORS. • # COORDINATE ALL DOOR HEIGHTS WITH ROUGH OPENINGS PRIOR TO PRICING/FABRICATION. • EXTERIOR SWINGING DOORS SHALL_ BE OPERABLE BY A FORCE OF NOT MORE THAN 8.5 POUNDS APPLIED TO THE LATCH STiLE. FLA PRODUCT APPROVAL_ AND MANU=. INSTALLATION INSTRUCTIONS WILL BE PROVIDED BY G.C. AND ATTACHED TO THE PERMIT DOCUMENTS. • # ALL DOORS SHALL BE INSTALLED TO MEET REQUIRED CLEARANCES AS SHOWN IN PROVISIONS FOR BARRIER i=REE DOORS ON TH16 SHEET. • # ALL DOOR THRESHOLDS SHALL BE SLIM PROFILE AND SHALL_ COMPLY WiTH THE 'CHANGES IN LEVEL DETAIL_ ON THIS SHEET. • ON ALL NEW DOOR CONSTRUCTION MIN. 18" CLEAR ON PULL_ SIDE AND 12" MIN, ON PUSH SIDE, DOOR TO BE PLACED 4" MAX. FROM WALL. LOCK SET DOORS ARE NOT TO HINDER EEGRE55 • ALL HARDWARE 15 TO MEET ALL LOCAL, STATE, AND NATIONAL CODES. • GC TO TO VERIFY PANiC HARDWARE OR 1 -IRE EXIT HARDWARE IN EXISTING EXIT DOORS TO COMPLY WITH FBC AND APPLICAE3LE CODES. STAII GASB I I i I STAIRdA51E 2 j r` r> U) .� I I - --- - ti- I I I - 1 - - - — -- ------------------— I I - o HULy I I Li _ T I I I-j 1 — O J I i ----------- I ------------ — I ---------- - -- - ----------I I I STAIR ! ----------- ----------- I I I ........... I ----------- I -I--------- ,�9E ---- ----------- I ---- ------- - - - z O i I - I I---------------- j I I ---- I I I ! SNI ---- -- - - 5TAIIR I I I I I I i ------ -- I ---------------- — 11 ----------- — --------- � i I I ----- II ---------------------- i - - ----I----------- I I __-J-----I� AA 3 I I ! 5U IN6 K)' 10 N NOT TO SGAL.r SUPPLEMENT ®r PERMIT N®. 15®2155 Projects & Design architecture, interior design Lic. #AA26001536-IB26000997 www.orrinpd.corn 1255 Belle Ave., Suite 188 Winter Springs, FL :32703 tel - 407.696.1901 fax - 407.696.9888 REV 151 ON5: SEAL �) LU z W Z: r` r> U) .� Q! rn } Q o HULy Z � � O J D_ � O O Ip x 4 O z �) z � > } Q LH H- Z � � O J D_ � O O Ip x 4 O z z O kn QL SNI <C < tL t" 0( DATE: 3/16/2016 PROJECT: 160202 DRAWN BY: LM GHEGKED BY: YS SHEET OFA -2 <EXIT 15ULVIN& KV10 PLAN NOT TO SCALE ELEI F1 ENLAR-46MC) 2N=) FLOOR I SCALE: MNJ,AR.6r=D 2NIP FLOOK .2 SCALE: V4`=I'-0" ENLARlSEV 2NV r-LOOIR 5 SCALE: V4"=I'-0` Projects & Design architecture, interior design Li c. #AA2 6 0 0 15 3 6 -1 B 2 6 0 0 0 9 9 -/ www.ompd.com 1255 Belle Ave., Suite 188 Winter Springs, FL 32708 tel - 407.696.1901 fax - 407.696.9888 FEV151ON5: 15E/I\L III 0� F7- O U- co U w 0 > ry yJ U) LL lX Q) DATE: 3/16/16 PROJEGT: 160202 PRAHN EM LM GHEGKED BY: V5 SHEET OF CAD > tk-ll IU" oma U III O U- > < < LL lX Q) Q) LL C� 40 Q- -A M- M V - DATE: 3/16/16 PROJEGT: 160202 PRAHN EM LM GHEGKED BY: V5 SHEET OF CAD > tk-ll IU" oma U CA Lo Fi Lo Lo ON cq Ld ON co 00 Lo cq Co cn T4 SCALE AS NOTEIJ .DRAWN BY ALAN TAYLOR 9 b.1.9 GRID LINES FROM DRIGINALr DRAWNGS NORTH 1872 f t LJ P-239 sq ft LJ STAIRS 0741 (7 C7! 7) CORRIDOR VINYL PLANK CORRIDOR VINYL PLANK 8 D84 D73 t -f 9 D27 STAIRS 3481 sq Ft 0 4380 sq ft < z CHANGE OUT EXISTING DRINKING FOUNTAIN FOR :NE HI -LO BATHROOM Ld 4 D82 BATHROOM e5l cu -Ji F71 /I 3481 sq Ft STAIRS (884 eJ-/ > D27 LE CORRIDOR VINYL PLANK CORRIDOR VINYL PLANK C7 4 4111 sq f t C-)- 741 — (741 Ll 2 N OOR STAIRS C3 0 LAYOUT SEE NOTES ON DRAWING NUMBER I 1�111 112f STRUCTURAL DESIGN ONLY, BY OR UNDER FHE DIRECT SUPERVISION OF R,H. WILSON, P,E, 30' 30' 30' 30, 30' 30' THIS CERTIFIES THAT THESE PLANS MEET OR EXCEED THE THE 170 MPH/3 SEC GUST FOR EXPOSURE C SANFORD, FLORIDA b.1.9 NUV 3 0 IM15 Ar/. Lo Lo Lo C\l u Ld 00 Co 0 o Co C\i 00 Lo Cq CYD Co Co P-1 C\j C) cf) pq N SCALE AS NOTED DRAWN BY ALAN TAYLOR SHEET GRID LINES FROM ORIGINAL l-)DRAWNGS NORTH 1872 sq ft 2239 sq ft A — STAIRS 390 C7 1 7 741 6 ALLIGN WITH EXISTING WALL CORRIDOR VINYL PLANK L0 CORRIDOR VINYL PLANK TYPICAL TYPICAL USE INTERNAL LINE OF COLUMNS IS A LAYOUT LINE FOR NEW INTERIOR CORRIDORS T USE INTERNAL LINE OF COLUMNS AS A LAYOU LI I E FOR NEW INTERIOR CORRIDORS 884 773 / I3 577 TYPICAL912 5 ALLIGN WITH EXISTING WALL 527 STAIRS 3481 sq f t 4380 sq ft IS21 ........ ........ ........ F71 FA VN 30' REVISION B 6 NOV 15 CORRIDOR ADDED 4 .......... ..... ............ CHANGE OUT EXISTING DRINKING FOUNTAIN FOR -NE HI -LO BATHROOM TYPICAL 6' ry AT ELEVAATF RS OPEN ED > Li Lli Lij BATHROOM w u 4082 Ll I 30' 71 N71 3481 sq f t CL REVISION 29 Oct 15 CORRIDOR ADDEL STAIRS D84 _)3 577 TYPICA L527 ALLIGN WITH EXISTING WALL u USE INTERNAL LINE OF COLUM4S AS A LAYOUT LINE FOR NEW INTERIOR CORRIDORS USE INTERNAL LINE OF COLUMNS AS A LAYOUT LINE FOR NEW INTERIOR CORRIDORS K A N A rK71 .......... . ..... . CORRIDOR VINYL PLANK CORRIDOR VINYL PLANK TYP [CAL TYPICAL ALLIGr WITH EXISTING WALL 041 741 4111 sq ft C/41) 741 7507 STD 0 R STAIRS C))O Y`lJ UT SEE NOTES ON DRAWING NUMBER 1 REVISION A 29 Oct 15 CORRIDOR ADDED STRUCTURAL DESIGN ONLY, BY OR UNDER Cge REVISION B 6 'NOV 15 CORRIDOR ADDED THE DIRECT SUPERVISION OF R,H, WILSON, P,E. 30' 30, 30' 30, 30' 30' I,�l � THIS CERTIFIES THAT THESE PLANS MEET �-ls 1-v OR EXCEED THE THE 170 MPH/3 SEC GUST FOR--&POSURE C SANFORD, FLORIDA NUV 3 0 IM15 Ar/. Lo Lo Lo C\l u Ld 00 Co 0 o Co C\i 00 Lo Cq CYD Co Co P-1 C\j C) cf) pq N SCALE AS NOTED DRAWN BY ALAN TAYLOR SHEET N z Lo r N c� Ld L - - -- 00 Ld Q R > 'd" w cL N w C'7 ON CA 00 Lo N C� v 00 cn f U c SCALE AS NOTED DRAWN BY ALAN TAYLOR 1�4 r� iT SHEET MAXIMUM I 'THIS BUIL INSTALL- FIRE EXTINGUISHERS AT POINTS MARKED fl--- 2 1/2 BC MOUNTED 54 -AFF iAFETY STRUCTURAL DESIGN ONLY, BY OR UNDER THE DIRECT SUPERVISION OF Rfl, WILSON, RE, THIS CERTIFIES THAT THESE PLANS MEET OR EXCEED THE THE 170 MPH/3 SEC GUST FOR EXPOSURE C SANFORD, FLORIDA cl Lo 3 FT STAIRS . . . . ..................... 12 FT ------------ ------ - ------- - - - 160 FT ...... . ........ ....... ------- -v . . . ... ............ ... .. .... ................... . ........ ...... ... ... --------- - . . . ........ . . ... . ...... EXIT TMM lil co 81 FT M F71 �10 00 STAIRS 11 FT V N ISTANCE OF TRAVEL FROM CENTER OF BUILDING IS 144 FT ......... . . DING IS SPRINKLED -F L BATHROOM BATHROOM ry Li 96 FT (ON CA C) 0N �4 2 Lo 00 1771 Le .................... ........ . . . . v A STAIRS 11 FT Ww........... ............... < m - - - - - - - - - -------------------- - ............. . ........ . ................ . . .. . ....... .......... . . ...... C/) rTl Q4 56 FT LIFE STAIRS L 1- iAFETY STRUCTURAL DESIGN ONLY, BY OR UNDER THE DIRECT SUPERVISION OF Rfl, WILSON, RE, THIS CERTIFIES THAT THESE PLANS MEET OR EXCEED THE THE 170 MPH/3 SEC GUST FOR EXPOSURE C SANFORD, FLORIDA cl Lo Lo Lo rn co �10 00 Nt co (ON CA C) 0N �4 2 Lo 00 co C/) rTl Q4 C\l r CJ \10 cn cr) SCALE AS NOT"r--I) DRAWN BY ALAN TAYLOR cr) �4 SHEET 4 Projects & Design architecture, interior design Lic.#AA26001536-IB26000997 www,omnpd.com 1255 Belle Ave., Suite 188 Winter Spririgs, Fl- 32708 tel - 407.696.1901 fax - 407.696.9888 REVISIONS: AREVISION 1 05/04/2016 SEAL Engineer of Record It\ 772 TA OF K, /ON AL 1111111111%X\\ 05/04/2016 Mitesh K. Smart, PE 52772 (FL) ABBREVIATIONS RENO VATION11DEMOUTION LEGEND A AMPERE SYMBOL: DESCRIPTION: AF AMPERE FRAME AFC AVAILABLE FAULT CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AFF ABOVE FINISHED FLOOR <E> AFG ABOVE FINISHED GRADE EXISTING TO REMAIN. AHU AIR HANDLER UNIT (HVAC) AHJ AUTHORITY HAVING JURISDICTION EXISTING TO BE REMOVED. AIC AMPERE INTERRUPTING CAPACITY AT AMPERE TRIP < 0 Ld AWG AMERICAN WIRE GAUGE <R> EXISTING TO BE RELOCATED. BKR BREAKER 0 ILL. C CONDUIT OR CONDUCTOR w CB CIRCUIT BREAKER 0 U 0- CLG CEILING 0 0- LLJ Co CONDUIT ONLY CPT CONTROL POWER TRANSFORMER CONDUIT RACEWAY & WIRING LEGEND CU CONDENSING UNIT (HVAC), COPPER DS DISCONNECT (SAFETY) SWITCH EC EMPTY CONDUIT SYMBOL: DESCRIPTION: EF EXHAUST FAN EL EMERGENCY LIGHT (UNSWITCHED) ELE ELECTRICAL, ELECTRIC RACEWAY CONDUIT CONCEALED ABOVE CEILING OR WITHIN WALL EM EMERGENCY UNLESS OTHERWISE NOTED. EACH CIRCUIT SHALL CONSIST OF EMT ELECTRICAL METALLIC TUBING PHASE, NEUTRAL AND GROUND CONDUCTORS. EVERY CIRCUIT ENT ELECTRICAL NONMETALLIC TUBING SHALL HAVE IT'S OWN INDIVIDUAL NEUTRAL. FOR LIGHTING EWH ELECTRIC WATER HEATER CIRCUITS PROVIDE REQUIRED SWITCH LEGS TO ACHIEVE SWITCHING EX EXISTING FBC FLORIDA BUILDING CODE A-1:3 FDS FUSED DISCONNECT (SAFETY) SWITCH HOME RUN TO PANEL ALL HOMERUNS SHALL BE #12 AWG, FLOUR FLUORESCENT 3/4"C., MINIMUM. WIRING HOME RUN: LETTER INDICATES PANEL; FMC FLEXIBLE METAL CONDUIT NUMBER IS BRANCH CIRCUIT( FMT FLEXIBLE METAL TUBING GND GROUND (ELECTRICAL) GEN GENERATOR GROUNDING CONDUCTOR. GFI GROUND FAULT INTERRUPTER GWH GAS WATER HEATER HH HAND HOLE —•---— — — — CONDUIT IN/UNDER SLAB OR UNDERGROUND. HID HIGH INTENSITY DISCHARGE LIGHT HP HORSE POWER HPS HIGH PRESSURE SODIUM LIGHT CONDUIT CAP. HZ HERTZ (ELECTRICAL) ICCB INSOLATED CASE CIRCUIT BREAKER IG ISOLATED GROUND p— CONDUIT FOR POWER. IMC INTERMEDIATE METAL CONDUIT JB JUNCTION BOX 0— DN CONDUIT STUB—DOWN. KCMIL THOUSAND CIRCULAR MILS KVA KILOVOLT—AMPERE KW KILOWATT UP CONDUIT STUB—UP. KWH KILOWATT—HOUR LTG LIGHT, LIGHTING LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT LFNC LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT LIGHTING PLAN LEGEND MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER SYMBOL: DESCRIPTION: MCCB MOLDED CASE CIRCUIT BREAKER MDP MAIN DISTRIBUTION PANEL MH METAL HALIDE LIGHT, MAN HOLE MLO MAIN LUGS ONLY N, NEUT NEUTRAL (ELECTRICAL) LED FIXTURE. UPPER CASE LETTER DENOTES FIXTURE TYPE. REFER NEC NATIONAL ELECTRICAL CODE) A ...... ......... ....... TO 'LIGHTING FIXTURE SCHEDULE' FOR FIXTURE SPECIFICATIONS AND NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSN. MOUNTING. CIRCUIT CONDUIT OR SIDE NUMBERING DESIGNATES WHICH NFPA NATIONAL FIRE PROTECTION ASSOCIATION A-11 PANEL BOARD/CIRCUIT FIXTURES ARE CONNECTED TO. (TYPICAL FOR NL NIGHT 'LIGHT ALL LIGHTING FIXTURES) P POLE PB PULL BOX LINE VOLTAGE, CEILING SENSOR. MANUFACTURER—SENSOR SWITCH. PCB POWER CIRCUIT BREAKER MODEL NUMBER: CMR -9. PH PHASE (ELECTRICAL) PNL PANEL UNIVERSAL MOUNT BATTERY OPERATED EMERGENCY LIGHT FIXTURE MOUNTED PNLB PANELBOARD 1 I AT 8'-0" AFF LION. PROVIDE INTEGRAL EMERGENCY BATTERY FOR 90 MIN PVC PLASTIC CONDUIT OPERATION. FIXTURE SHALL BE CONNECTED TO SAME LIGHT CIRCUIT IN PWR POWER (ELECTRICAL) ROOM AHEAD OF ANY CONTROL DEVICE FOR CONSTANT POWER. VERIFY RCPT RECEPTACLE OPTIMUM MOUNTING LOCATION IN FIELD. RMC RIGID METAL CONDUIT RNC RIGID NONMETALLIC CONDUIT RTU ROOF TOP UNIT (HVAC) POWER PLAN LEGEND SD SMOKE DETECTOR SF SUPPLY FAN SH SHIELDED SYMBOL: DESCRIPTION: SW SWITCH SWBD SWITCHBOARD TEL TELEPHONE Q DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT 18" AFF UON. TTB TELEPHONE TERMINAL BOARD UG UNDERGROUND UL UNDERWRITERS LABORATORY qpGFI DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT 18" AFF UON UPS UNINTERRUPTABLE POWER SUPPLY (GROUND FAULT CIRCUIT INTERRUPTED) LION UNLESS OTHERWISE NOTED V, VAC VOLT, VOLT AC W WATT PANELBOARD (RECESSED FLUSH—MOUNTED UON). WP WEATHERPROOF XFMR POWER TRANSFORMER COMMUNICATIONS OUTLET BOX FOR OWNER FURNISHED VOICE AND/OR DATA. STUB 1" C. TO CEILING CAVITY AND TERMINATE WITH PLASTIC BUSHINGS. C=MOUNTED 6" ABOVE COUNTER OR BACKSPLASH, W=WALL MOUNTED AT +54" NOT ALL ABBREVIATIONS ARE USED IN EVERY DESIGN AFF. TC TIME CLOCK CODE DISCLAIMER ELECTRICAL DESIGN IN ACCORDANCE WITH 2010 NATIONAL ELECTRIC CODE (NFPA-70), AS INCORPORATED BY THE 2014 FLORIDA BUILDING CODE AND 2014 EDITION OF THE FLORIDA FIRE PREVENTION CODE. NOT ALL SYMBOLS ARE USED IN EVERY DESIGN Projects & Design architecture, interior design Lic.#AA26001536-IB26000997 www,omnpd.com 1255 Belle Ave., Suite 188 Winter Spririgs, Fl- 32708 tel - 407.696.1901 fax - 407.696.9888 REVISIONS: AREVISION 1 05/04/2016 SEAL Engineer of Record It\ 772 TA OF K, /ON AL 1111111111%X\\ 05/04/2016 Mitesh K. Smart, PE 52772 (FL) DATE: 1/15/2016 PROJECT: 151210 DRAWN BY: PK CHECKED BY: MKS SHEET 1 OF F-00 I 0 U) LL_ 00 =D 0 :D U� 0 LL. < 0 Ld Er- < 0 ILL. CD Ld V) w 2: < V) 0 U 0- 0 0- LLJ C) < IN LL1 U DATE: 1/15/2016 PROJECT: 151210 DRAWN BY: PK CHECKED BY: MKS SHEET 1 OF F-00 I UPDATED: 3/16/2016 1:22 pm PANEL 213 (EXISTING) ISSUED FOR: APPROVAL. T� LOCATION: ELEC RM MAIN: 225A MLO CONN. LOAD: 18.2 KVA VOLTAGE: 120Y/208V SYSTEM: 30, 4W FEED: TOP TRIM: SURFACE BUS RATING 225A GROUND BUS: YES COPPER CK"f LOAD SERVED COND PHASE NEU1 GND BKR DMD L1 L2 L3 DMD BKR COND PHASE NEUT GNU LOAD SERVED CKT 1 AHU-1 1" #8 #8 #8 30/2 A - SLOT GRIDS A 150/2 1" #8 #8 #8 �- AHU-3 2 3 #8 AND ENGINEER PRIOR TO ORDERING ANY FIXTURES. IT IS THE RESPONSIBILITY OF THE LIGHTING VENDOR A - A 2. #$ OF FIXTURES WILL REQUIRE A FULL PHOTOMETRIC ANALYSIS TO BE PROVIDED FOR ALL SUBSTITUTED AREAS. - - 4 5 AHU-2 1" #8 #8 #8 25/2 q EXTRA SUBMITTAL EVALUATION FOR SUBSTITUTIONS SHALL BE PAID FOR BY GENERAL CONTRACTOR. 2080 A 50/2 1" #8 #8 #8 AHU-4 6 % #8A A #8 8 9 RESTROOM LIGHTS 3/4" #10 #10 #10 20/1 L 3UU _ 20/1 _ - - - SPARE 10 1 1 SPARE - - - - 20/1 - _ 20/1 - - - - SPARE 12 _ 13 SPARE - - - - 20/1 - _ 20/1 - - - - SPARE 14 _ 15 SPARE - - - - 20/1 - _ - - - - - 16 _ 17 SPARE - - - - 20/1 _ _ 20/1 - - - - SPARE 18 T 19 SPARE - - - - 20/1 - _ 20/1 - - - - SPARE 20 _ 21 SPARE - - - - 20/1 - _ 20/1 - - - - SPARE 22 23 SPARE - - - - 20/1 - _ 20/1 - - - - SPARE 24 _ 25 SPARE - - - - 50/2 _ _ 20/1 - - - - SPARE 26 27 - - _ _ 20/1 - - - - SPARE 28 29 SPARE - - - - 00/2 _ _ _ - - - - - 30 31 - - - _ 20/1 - - - - _ -----SPARE - -- 32 _ 33 SPARE - - - 20/1 _ _ 50/2 - - - - SPARE J4. _ 35 SPARE - - - - 20/1 _ _ - - 36 = INTERRUPT RATING: 8944 4980 4264 FROM: DEMAND MINIMUM LOADS (IN VA ) CONNECTED FACTOR FEEDER LIGHTING 300 1.25 315 RECEPTS TO 10 KVA 0 1.0 0 RECEPTS REMAINING U 0.5 0 SPACE HEATING 0 0.0 0 AIR CONDITIONING 17888 1.0 17888 DEMAND MINIMUM LOADS CONNECTED FACTOR FEEDER NON -SEASONAL MOTORS p 1.0 p LARGEST MOTOR 0 0.25 p WATER HEATING 0 1.0 0 KITCHEN EQUIP. 0 1.0 0 REMAINING CONTINUOUS LOADS 0 1.25 0 REMAINING NUN -CONTINUOUS LOADS 0 1.0 0 DEMAND LOADS 0 1.0 0 TOTAL CONNECTED LOAD 18.2 KVA 50.5 AMPS MIN. FEEDER/PANEL CAP. 18.3 KVA 50.7 AMPS OVERALL DEMAND FACTOR 1.00 UPDATED: 3/16/2016 6:19 pm N PANEL RF2 (ROOF PANEL) ISSUED FOR: APPROVAL PANEL V i�V LOCATION: ELEC RM MAIN: 200A MLO (NEMA 3R) CONN. LOAD: 0 KVA VOLTAGE: 120Y/208V SYSTEM: 30, 4W FEED: TOP TRIM: SURFACE BUS RATING 200A GROUND BUS: YES COPPER CKT LOAD SERVED COND PHASE NEUT GND BKR DMD L1 L2 L3 DMD BKR COND PHASE NEUT GND LOAD SERVED CKT 1 CU -3 3/4" #10 #10 #10 20/2 H _ 20/2 3/4" #10 #10 #10 CU -4 2 3 #10 H 20 0_ #10 4 5 6 6 7 - - - - - _ - - - - - - - " g " - - - - - _ _ - - - - - - " 10 12, 13 " - - - - - - _ _ - - - - - " 14 15 16 17 18 19 20 21 221 23 " - - - - - _ _ - - - - - - " 24 25 26 27 " - - _ _ _ _ _ _ _ _ _ _ 28 29 " - - - - - _ = _ - - - - - 30 31 32 33 " - - - - - _ = _ - - - - - " 34 35 " - - - - - _ _ _ - - - - - " 36 37 " - - - - - _ - _ - - - - - " 38 39 40 411 42 INTERRUPT RATING: 4160 1 4160 0 1 FROM: LOADS (IN VA ) CONNECTED DEMAND MINIMUM FACTOR FEEDER LIGHTING 0 1.25 0 RECEPTS TO 10 KVA Q 1.0 0 o .5 0 RECEPTS 0 0 SPACE HEATING 0 0.0 0 AIR CONDITIONING 0 1.0 0 LOADS CONNECTED DEMAND MINIMUM FACTOR FEEDER NON -SEASONAL MOTORS 0 1.0 0 LARGEST MOTOR 0 0.25 0 WATER HEATING 0 1.0 0 KITCHEN EQUIP. _ 0 1.0 0 REMAINING CONTINUOUS LOADS 0 1.25 0 REMAINING NON-CONTINUOUS LOADS 0 1.0 0 DEMAND LOADS 0 1.0 0 TOTAL CONNECTED LOAD 0 KVA 0 AMPS MIN. FEEDER/PANEL CAP, 0 KVA 0 AMPS OVERALL DEMAND FACTOR 1 LIGHT FIXTURE SCHEDULE SYMBOL MANUFACTURER & PART NUMBER DESCRIPTION WATTAGE MOUNTING (BASIS OF DESIGN) M MANUFACTURER LITHONIA LIGHTING LED RECESSED LIGHTING 2'X4' FIXTURE. 46.2 W TEE BAR OR SCREW MODEL NO : 2FSL4 48L LP830 SLOT GRIDS 1. CONTRACTOR SHALL PROVIDE SUBMITTAL OF ALL FIXTURES TO OWNER AND ARCHITECT. SUBMITTAL SHALL BE APPROVED BY OWNER, ARCHITECT AND ENGINEER PRIOR TO ORDERING ANY FIXTURES. IT IS THE RESPONSIBILITY OF THE LIGHTING VENDOR 'TO ENSURE OWNER & ARCHITECT HAVE SIGNED OFF ON SUBMITTALS. MILAN ENGINEERING WILL NOT BE RESPONSIBLE FOR DESIGN INTENT OF FIXTURES NOT MEETING OWNER'S OR ARCHITECT'S EXPECTATIONS. 2. ANY SUBSTITUTION OF FIXTURES WILL REQUIRE A FULL PHOTOMETRIC ANALYSIS TO BE PROVIDED FOR ALL SUBSTITUTED AREAS. LIGHTING VENDOR/DISTRIBUTOR WILL BE RESPONSIBLE FOR GATHERING AND EVALUATING DATA TO MATCH INTENDED FIXTURE PHOTOMETRIC RESULTS. SUBSTITUTED FIXTURES WILL NOT BE APPROVED WITHOUT PHOTOMETRIC PROVIDED WITH SUBMITTAL. 3. SUBSTITUTION OF LIGHT FIXTURES SHALL BE PRESENTED FIFTEEN DAYS PRIOR TO BID. ANY ADDITIONAL ENGINEERING COST FOR RE. -.WORK OR EXTRA SUBMITTAL EVALUATION FOR SUBSTITUTIONS SHALL BE PAID FOR BY GENERAL CONTRACTOR. NOTE : PROVIDE QUICK DISCONNECT FOR BALLAST PER NEC 2008 410.73(G). El OOF PLAN NORTH POWER NOTES LOCATION OF THE ROOF PANELS TO BE VERIFIED IN THE FIELD. architecture, interior design Lic.#AA26001536-IB26000997 www.omnpd.com 1255 Belle Ave., Suite 188 Winter Springs, FL 32708 tel - 407.696.1901 fax - 407.696.9888 REVISIONS: SEAL L,tigincer of'[.ccord %Jill I (II/Iff/01 5 2 STA F r,'''!� �/ %O N A� �` G ````tee N 03/16/2016 N[itestil'— Smart, 1L, 52772 (FL) L- LL1 DATE: 1/15/2016 PROJECT: 151210 DRAWN BY: Lj CHECKED BY: MKS F SHEET OF rj; 0 1 04 00 O Ld V) CYl 0 F- z CQ U - 70f: < 0< 0 W LAj < -i U) CL L- LL1 DATE: 1/15/2016 PROJECT: 151210 DRAWN BY: PK CHECKED BY: MKS SHEET OF 1 0 a a .w CV z a L0 L0 � U w CV Co � 00 w Q r co w co 00 CU Lo Cil N co C rTlw { n U CV c/) 1 IAS l'T1 ryl 1r'i ryl u� iJ I/TI �1 1� 1/-�f/J•� 1� SCALE AS NOTED DRAWN BY ALAN TAYLOR SHEET IOR F A a a .w ELECTRICAL ROOM F Fij�T-? F &,-�T-1 rc)cjsil rEij-�T-1 (1) NEW LIGHTING CONlAC[UK Q) NEW *TIME CLOCK r- / FPL EXISTING NEW LIGHTING FIXTURE SCHEDULE LUMINAlDES W121{ LAMPS SHALL BEYRD\8[l[J) TYPE: E-XISTING, BUS RATING: 225A NfOLTAGE: 120/208 PANEL 2D POLES: 42 &IOUNTING: SURFACE FEEDER- Exis,nNci LOCATION: 2tid FLOOR ELETRICAL ROOM NEUTRAL: EXISTING 3 RECEPTS. 20/1 12 1/2 720 4 RECEPT& 20/1 12 1/2 540 7 RE'fAILLTG. 20/1 12 1/2 8226 8 CORRIDOR UIS. 20/1 12 1/2 1,408 LUMINAlDES W121{ LAMPS SHALL BEYRD\8[l[J) TYPE: E-XISTING, BUS RATING: 225A NfOLTAGE: 120/208 PANEL 2D POLES: 42 &IOUNTING: SURFACE FEEDER- Exis,nNci LOCATION: 2tid FLOOR ELETRICAL ROOM NEUTRAL: EXISTING 3 RECEPTS. 20/1 12 1/2 720 4 RECEPT& 20/1 12 1/2 540 7 RE'fAILLTG. 20/1 12 1/2 8226 8 CORRIDOR UIS. 20/1 12 1/2 1,408 13 S PA RE 20/1 14 SPARE 2o/1 15 SPARE 20/1 16 SPARE 20/1 17 SPARE 20/1 18 SPARE 20/1 19 SPARE 20/1 20 SPARE, 20/1 23 SPARE 20/1 24 SPARE 20/1 27 SPARE 20/1 28 SPA R.E 2o,11 29 30 SPARE, 20/ 1 31 32 33 34 35 36 37 38 39 40 411 42 (2) TMtU TIA4ECLOCK TC' CONNEUFEDLOAD� 8,128 NIA 251/4 LIGHT LOAD= 1, 117 VA ALLBREAKE16 TO HA NT 10,000 A [C TOTAL LOAD 91245 N"A 26 Amps ELECTRICAL RISER AND SCHEDULES � ~ 120/277����SINGLE POLE LIGHT SWITCH. $J 120/277K.20AWP..THREE WAY SWITCH. ELECTRICAL PANEL � 20 k12��DUPLEX RECEPTACLE, GROUNDING TYPE, U.O,N. MOUN'FED 18" A.F.F. OR AS DIRECTED BY ARCHITEcr. 1. THE ENTRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2011 EDITION OF THE NATIONAL ELECTRICAL CODE(NEC), AND THE 2014 EDITION OF THE FLORIDA BUILDING CODE AND ANY OTHER APPLICABLE FEDERAL, STATE AND LOCAL CODES. 2, ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE WANNER . SAID CONTRACTOR SHALL WEE[ ALL REQUIREMENTS SET FORTH BY ANY LOCAL ORDINANCE AND GOVERNING AUTHORITIES. 3. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 4. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF FINAL ACCEPTANCE. 5. IT SHALL NOT BE THE INTENT OF THESE PLANS AND SPECIFI- CATIONS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL CUNDU|T, BOXES AND YV|K|NC NECESSARY FOR A COMPLETE ELECTK|CAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING TO ORIGINAL CONDITIONS ANY AND ALL DAMAGES T0 BUILDING SURR\CES, EQUIPMENT, ETC. CAUSED DURING THE PERFOR- MANCE OF WORK. 7. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE OR DELAYS AND SHALL INCLUDE REPLACE - WENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. U, THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS, AND SHALL THOROUGHLY REVIEW ALL DRAWINGS, SPECIFICATIONS AND POSSIBLE ADDENDA PRIOR TO BIDDING ON HIS WORK. NO EXTRAS TO HIS CONTRACT WILL BE ALLOWED FOR FAILURE TO COMPLY WITH -THIS REQUIREMENT. B. THE CONTRACTOR SHALL NOT SCALE THE ELECTRICAL OVYCS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT UNLESS NOTED OTHERWISE. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR SO THAT INTERFERENCE WITH OTHER TRADES BE AVOIDED. 11. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CON- TRACTOR TO PROVIDE ALL b\8OR' MATERIALS AND NECESSARY SUPERVISION TO ACCOMPLISH THE WORK AS SHOWN AND/0R NOTED ON THE PLANS. 12. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CON- TRACTOR FOR THE ADVANCE ORDERING OF LONG LEAD ITEMS, AS TO NOT INTERFERE WITH THE WORK OF OTHER TRADES RESULTING IN ANY DOWN OR LAO TIME, THE CONTRACTOR SHALL NOT ORDER ANY ITEMS UNTIL APPROVED SHOP DVV0S. ARE RETURNED TO H|M, 13, CONTRACTOR SHALL COORDINATE SERVICES WITH THE RESPEC- TIVE UTILITY COMPANIES. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING CONSTRUCTION BEFORE ORDERING OR INSTALLING ANY LIGHT FIXTURES. 15. ALL CONDUCTORS SHALL BE STRANDED COPPER, TYPE THHN/ THVVN, EXCEPT WHERE OTHERWISE REQUIRED BY U.L. OR ANY COD[ MINIMUM WIRE SIZE SHALL BE 12 ANC' EXCLUDING CONTROL YY|R|NC. 10. ALL CONDUCTORS SHALL BE IN CONDUITS. CONDUITS SHALL BE GALVANIZED RIGID STEEL (QRC) EXCEPT TH/(F: (A) PVC CONDUITS MAY BE USED UNDERGROUND PROVIDED ELBOWS AND RISERS ARE CRC; (B) ELECTRICAL METALLIC TUBING (EMT) MAY BE USED IN OR ON WALLS OR CEILINGS WHERE NOT SUBJECT TO MECHANICAL DAWAGE, DAMP OR CO- RROSIVE CONDITIONS; (C) L|8U|DT|GUT FLEXIBLE CONDUIT WHERE REQUIRED; (D) FLEXIBLE METALLIC CONDUIT WHERE REQUIRED IN DRY L0CACAT|UN3 ONLY. ALL CONDUITS IN HA- ZARDOUS AREAS (PER NEC) SHALL MEET THE REQUIREMENTS OF NEC CHAPTER 5. 17. APPLY TWO COATS OF B|TUMA3T|C /K0PPER3 60\ TO ALL ME- [ALL|C CONDUITS IN SLABS OR UNDERGROUND. EMT 13 NOT PERMITTED IN SLABS. ALUMINUM CONDUITS ARE NOT PERMI- TTED ANYxHERE, 18. FLEXIBLE CONDUIT SHALL BE USED FOR CONNECTIONS TO VI- BRATING EQUIPMENT AND RECESSED LIGHT FIXTURES, WHERE PERMITTED BY CODE. 19. FOR UNDERGROUND ELECTRICAL CONDUITS, PROVIDE PULL BO- XES SUCH THAT NO SINGLE CONDUIT RUN HAS BENDS IN EX- CESS OF 300 DEGREES, OR 180 DEGREES FOR TELEPHONE. PULL BOXES SHALL BE SUITABLE AND APPROVED FOR THE IN - FENDED USE AND WITH IRON COVERS. WARNING TAPES WHICH "WARNING BURIED ELECTR|C" SHALL BE PLACED IN TRENCHES ABOVE ELECTRIC C0NDV|TS, WHERE CONDUITS PASS UNDER PAVED AREAS, THEY SHALL BE CRC. WHERE UNDERGROUND CONDUITS ARE NOT EXPOSED TO MECHANICAL DAMAGE OR ARE NOT UNDER PAVED AREAS, THEY SHALL BE SCHEDULE 40 PVC, ELBOWS AND RISERS SHALL BE QRC. 20. ALL CONDUIT RUNS ARE SHOWN DIAGRAM MAJ|CALLY. THE EXACT ROUTING SHALL BE DETERMINED IN THE FIELD, UNLESS NOTED OTHERWISE. 21. PROVIDE FIRE RETARDANT U.L. APPROVED SEALANT ON ALL PE- NETRATIONS, WALLS AND STRUCTURAL SLABS. IT SHALL DE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY PRIOR TO SUBMITTING BID, THE LOCATIONS OF ALL SUCH FIRE RATED PARTITIONS, WALLS, AND STRUCTURAL SLABS. 22. UNLESS NOTED AS EX|ST|N0, ALL EQUIPMENT, YV|R|NC' DEVICES, ETC. SHALL BE NEW. 23. A PULL WIRE OR CORD SHALL BE INSTALLED IN ALL EMPTY CONDUITS. 24. ALL DISCONNECT SWITCHES SHALL BE SIZED BY NEC REQUIRE- MENTS TO ACCOMODATE THE EQUIPMENT SERVED. INCLUDING REJECTION CLIPS AND FUSES, SWITCHES SHALL BE HP RATED FOR MAXIMUM HURCEP0YYER, 25. CONTRACTOR SHALL VERIFY CIRCUIT PROTECTIVE DEVICE RATING FOR EQUIPMENT PRIOR TO INSTALLATION, 26. ALL FUSES SHALL BE CURRENT LIMITING, PER U.L. RATED GOUV OR 250V AS REQUIRED, WITH: o\ NON TIME DELAY FUSES IN MAIN SWITCHES AND SWITCHES FEEDING PANELS. b) DUAL ELEMENT TIME DELAY FUSES FOR MOTORS AND HVAC EQUIPMENT. 27. WOT0K3 STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICA- TED OR REQU|RED, WITH OVERLOAD RELAYS OR FUSES IN EACH HOT LEG. 28. FURNISH AND INSTALL DISCONNECT SWITCHES AND VY|R|NA FOR AIR CONDITIONING SYSTEMS AS PER MANUFACTURERS NAMEPLA- TE RECOMW[NDA]|ON3, CONTROLS ARE TO BE SUPPLIED BY THE HVAC CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 20. ALL CIRCUIT BREAKERS SHALL BE OF THE INVERSE TIME TYPE (THERMAL -MAGNETIC). TWO AND THREE POLE CIRCUIT BREA- KERS SHALL BE COMMON TRIP. TIE HANDLES ARE NOT PERMI- TTED. JO. ALL ELECTRICAL EQUIPMENT SHALL BE RA|NT|SHT (NEMA 3R) WHERE EXPOSED 0 THE YYEATHER, ALL FLEX CONDUITS CO- NNECTED TU SUCH EQUIPMENT SHALL BE L|QU|DT|8HT. 31, OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCA -- TIONS, AND SPECIAL ENCLOSURES AS REQUIRED FOR [}[HER CLASSIFIED AREAS, U.C.N. 32. PROVIDE ALL FIXTURES WITH LAMPS, VERIFY TYPE WITH MANU- FACTURER. 33. ALL OPENINGS FOR LIGHT FIXTURES IN CEILINGS SHALL BE PROTECTED IN k MANNER (PER ALL GOVERNING CODES) THAT WILL PROVIDE THE SAME N\[|NC AS THE CEILING. THIS APPLIES TO ALL FIRE RATED CEILINGS. 34. ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING F|N|SHE3 AND SUSPENSION SYsTEM3 FOR SELECTION OF PROPER TRIMS AND SUPPORT ARRANGEMENTS FOR LIGHTING FIXTURES. 35. ALL LIGHTING SWITCHES AND/OR DIMMERS SHALL BE GANGED TOGETHER WHERE SHOWN TOGETHER. 38. ALL CONNECTIONS TO GROUND RODS SHALL BE MADE WITH UL APPROVED WELDED C0NNECT|ONS, UNLESS NOTED (>[HERVV|SE. THE CONTRACTOR SHALL FORM A GROUNDING ELECTRODE SYS- TEM AS PER NEC ARTICLE 250. 37. ALL ELECTRICAL EQUIPMENT SHALL HE INSTALLED IN ACCES|BLE AREAS ONLY. 38. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD RE- QUIREMENTS OF POWER AND TELEPHONE COMPANIES. 39. LIGHTING FIXTURES DESCRIBED HEREIN ARE INTENDED TO INDI- CATE THE GENERAL FIXTURE TYPE' WHICH SHALL BE SUBSTAN- TIALLY AS SPECIFIED, IT IS NOT' THE INTENT OF THIS SPECIFI- CATIONS TO REQUIRE THE PRODUCT OF ANY PARTICULAR MA-- NUFACTURER WHOSE PRODUCT IS SPECIFIED. 40. CONNECT ALL EMERGENCY AND EXIT LIGHTS TO INDICATED C|R- CU[C3 AHEAD OF ANY SWITCH. 41, PROPER PLASTER RINGS SHALL BE USED WITH OUTLET BOXES. PLASTER RINGS SHALL BE A MAXIMUM OF 1/8" FROM THE FINISHED SURFACE 0F THE DRYWALL AFTER THE DRYWALL IS INSTALLED. PROPER COORDINATION BETWEEN THE ELECTRICAL CONTRACTOR AND THE GENERAL CONTRACTOR FOR RING INSTA- LLATION IS REQUIRED, ALL OUTLET BOXES SHALL BE SECURELY FASTENED. ANY AND ALL IMPROPERLY INSTALLED PLASTER RING OR OUTLET* BOXES SHALL BE REMOVED AND A NEW RING OR OUTLET INSTALLED AT THE CONTRACTOR'S EXPENSE, 42. APPROVAL SHALL BE OBTAINED FROM AN 3TRUCT. ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 43. INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR 4/C SYSTEMS AS SHOYYN/N0TED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS/INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 44. ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 45. EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 46. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BKR, AND FUSE 3|2E2 IN ACCORDANCE WITH 4/C EQUIPMENT NAMEPLATE IF DIFFERENT FROM THAT SPECIFIED ON DYY08, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY -THIS CHANCE, CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COS[ 47. CONTRACTOR SHALL COORDINATE ALL HIS YV0KK YYUH OTHER -TRADES IN OTHER T0 FURNISH AND INS -FALL ALL CONTROL WIRING AND RACEWAYS AS SHOWN ON THE A/C DRAWINGS AND/0R SPECIFICATIONS. IF AIR CONDITIONING DRAWINGS REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 48 . ALL LUMINARIES SHALL BE PROPERLY SUPPORTED IN ACCORDAN- CE WITH THE CEILING SYSTEM MANUFACTURER RECOWWENDA-- T|0NS AND LOCAL CODE REQUIREMENTS. 49. THIS DRAWING IS A GUIDE FOR THE ELECTRICAL |N3TALW|0N . THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A FUNCTIONING SYSTEM. 50 . ALL CABLES SHALL BE RUN WITHOUT SPLICES, U.O.N. 51 . ALL PULL AND J -BOXES SHALL BE ACCESSIBLE AT ALL 'TIMES. 52 . EXACT POINT/METHODS OF CONNECTION SHALL BE DETERMINED IN THE FIELD, 53 . ALL RACEWAY ROUTED INSULATED CONDUCTORS SYSTEM SHALL BE COLOR CODED AS FOLLOWS. 120/208 Y SYSTEM: PHASE 'A' BLACK PHASE 'B` RED PHASE 'C' BLUE NEUTRAL VYH[[E (onv nota bo|ow) CR0VND 1REE1 277/480 V SYSTEM PHASE 'A' BROWN PHASE 'O' PURPLE PHASE 'C` YELLOW NEUTRAL CRAY GROUND GREEN Note: When mixing different voltage systems in the same rucewoy or enclosure use white insulation wire with n readily distinguishable color stripe running o|ong its entire length. STRUCTURAL DESIGN ONLY, BY OR UNDER THE DIRECT SUPERVISION OF R.H. WILSON, P.E. THIS CERTIFIES THAT THESE PLANS MEET OR EXCEED THE THE 170 MPH/3 SEC GUST FOR EXPOSURE C SANFORD/ FLORIDA 7 '" PIPING LEGEND SYMBOL. DESCRIPTION ___ __ 2- CHWS � CHILLED WATER SUPPLY �— CHWR---- CHILLED WATER RETURN s CID — � CONDENSATE LINE 2-- ._� REFRIGERANT PIPNG -- • HHWS----•----� HEATING HOT WATER SUPPLY 7 HHWR L HEATING HOT WATER RETURN r —i PIPE REDUCER 2------I I I----2 PIPE U N ION . moi" ' GATE VALVE � — '�`„'vr —z GLOBE VALVE ' I t CHECK VALVE _ MECHANICAL SCHEDULES ��— � BALL VALVE �--�0�--R PLUG VALVE SEE ARCHITECTURAL LIFE SAFETY PLANS FOR FIRE RATED BUTTERFLY VALVE ---i D 2 -WAY CONTROL VALVE —� 3 -WAY CONTROL VALVE --2 SAFETY OR PRESSURE RELIEF VALVE '� VALVE IN RISER Q CEILING SUPPLY DIFFUSER DIRECTION OF FLOW �� ' TOP CONNECTION, 45 OR 90 DEGREES AO. _ BOTTOM CONNECTION, 45 OR 90 DEGREES �_ r ti SIDE CONNECTION n SIDEWALL SUPPLY DIFFUSER _ -� CAPPED OUTLET ' DROP IN PIPING �_D ' 0 ' RISE IN PIPING DAMPER WITH ACTUATOR SOLENOID VALVE '-�vR ry `' L OUTSIDE SCREW AND YOKE THIS IS A GENERAL LIST OF SYMBOLS. ALL SYMBOLS MAY NOT BE - - USED ON A SPECIFIC PROJECT WATER FLOW MEASURING DEVICE _.........._FINS PER _._NCH ...... .... ........I ANGLE GLOBE VALVE .ROOFTOP.,.A/C UNIT.. BDD PRESSURE GAUGE �— FEET......_PER ..._MINUTE. STRAINER WITH BALL VALVE R00F.. _fOP...... UNIT...... . 111.....1 .....-.... EXPANSION JOINT M � .._..............._........._SUPPLY BTU FLOW METER _...._B_FF...._.............._......_B_ELOW......_FINISHED......_FLOOR......._.._...._.................._...._FPM......_._.__..........._FINS_....PER....._IvtINUTE.............................._..._......._..........._...........SA BHP 1 APPLICABLE CODES: FLORIDA BUILDING CODE FIFTH EDITION INCLUDING MECHANICAL, PLUMBING, FUEL GAS. NEC 2011, SMACNA, ASHRAE,NFPA 2 THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, COUNTY, AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA, ASHRAE, NFPA 90A, 90B, 91, AND ANSI B-9.1 MECHANICAL REFRIGERATION. 3 THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS, AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 4 THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WITH ALL OTHER TRADES. 5 THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT" DRAWINGS. IF FIELD CHANGES ARE MADE, CONTRACTOR NEEDING DRAWINGS CHANGES FOR INSPECTION, SHALL SUBMIT CHANGES WITH SUFFICIENT TIME TO MAKE DRAWINGS CHANGES. THE CONTRACTOR WILL BE BILLED HOURLY FOR CADD CHANGES IF THE CHANGES WERE NOT PRE -APPROVED BY THE ENGINEER AND OWNER. 6 THE CONTRACTOR SHALL SUBMIT FOR APPROVAL FIVE (5) COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. CONTRACTOR SHALL ALSO SUBMIT OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT TO THE OWNER. CONTRACTOR SHALL ALSO SUBMIT WITH MANUFACTURER SUBMITTALS A NOTICE TO OWNER FOR TRAINING. TRAINING SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EQUIPMENT AND CONTROLS WITH NECESSARY TIME TO ENSURE THE OWNER HAS UNDERSTOOD SYSTEM. MINIMUM TRANING HOURS SHALL BE SHEDULED AT 4 -HOURS. ALL COSTS AND TIME OF TRAINING SHALL BE INCLUDED IN THE BID. 7 ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALL EQUIPMENT SHALL BE UL OR ETL LISTED. 8 DUCK SIZES SHOWN ARE INSIDE AIRFLOW DIMENSIONS. WHERE INTERNAL LINERS ARE USED, INSIDE DIAMETER OF DUCT SHALL COMPENSATE FOR INSULATION THICKNESS. 9 ALL SUPPLY AND RETURN BRANCH TAKE -OFFS TO BE PROVIDED WITH MANUAL VOLUME DAMPERS. ALL ELBOWS AND TEE'S MUST BE FURNISHED IN TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS AND EXTRACTOR AT ALL FLEX TAKE OFFS. 10 PROVIDE "CONSTRUCTION" AIR FILTERS IN ALL AIR MOVING EQUIPMENT AND ROUGHED IN AIR DEVICE BOOTS. FOR ALL ROUGHED IN FLEX RUN -OUTS PULL AND TWIST THE END SECTION OF THE OUTER FOIL FACE ONLY, SPIN SO THE FOIL CLOSES, SECURE WEATHER TIGHT WITH ZIP TIE TO PREVENT MOISTURE INTRUSION. PROVIDE NEW FILTERS FOR ALL AIR MOVING EQUIPMENT PRIOR TO START-UP. REPLACE ALL FILTERS PRIOR TO FINAL ACCEPTANCE BY OWNER. SUBMIT A NOTICE TO THE OWNER OF FILTER QUANTITIES, SIZES AND LOCATIONS OF ALL FILTERS CHANGED. 12 PROVIDE TYPE "B" STATIC FIRE DAMPERS WITH CURTAIN TOTALLY OUT OF AIR STREAM IN ALL DUCTS OR OPENINGS PENETRATING RATED WALLS AND FLOORS PER ARCHITECTURAL LIFE SAFETY PLANS AND MECHANICAL PLANS.PROVIDE TYPE "A" STATIC FIRE DAMPERS WITH CURTAIN IN AIR STREAM FOR ALL FIRE DAMPERS USED IN CONJUNCTION WITH GRILLES/REGISTERS PENETRATING RATED WALLS AND FLOORS PER ARCHITECTURAL LIFE SAFETY PLANS AND MECHANICAL PLANS. 13 THERMOSTAT" LOCATION SHALL BE APPROVED BY THE OWNER AND ENGINEERS BEFORE INSTALLATION. INSTALL 48" A.F.F. PER A.D.A. REQUIREMENTS. INCLUDE ADD ALTERNATE TO PROVIDE ALL THERMOSTATS WITH LOCKING COVERS AND COORDINATE REQUIREMENTS WITH OWNER. PROVIDE A KEYMAP AT EACH THERMOSTAT WHICH SHOWS A FLOOR PLAN OF AREA BEING SERVED BY THE THERMOSTAT. INSTALL KEYMAP WITHIN A GLASS PICTURE FRAME AND MOUNT ON WALL. LABEL THERMOSTAT FOR AIR UNIT BEING SERVED. 14 ALL INSULATION SHALL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 15 PROVIDE MINIMUM OF T CLEARANCE IN FRONT OF ALL 120-240 VOLT PANELS AND 4' CLEARANCE IN FRONT OF ANY 480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 16 MECHANICAL PLANS IN GE R A DIA RAMMATI IN NATURE AND ARE T BE READ IN CONJUNCTION WITH NE AL RE G G O ARCHITECTURAL, PLUMBING, ELECTRICAL, AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF C DOCU EN TS. DUC (' AND PIPIN � OFFSETS BENDS AND TRANSITIONS WILL BE RE UiRED TO PROVIDE AND INSTALL A M Q COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. '17 THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING ORDERING FABRICATING OR INSTALLATION OF MATERIALS OR EQUIPMENT. 18 ALL WORK SHALL BE DONE IN ACCORDANCE WITH FLORIDA BUILDING CODE FIFTH EDITION, NFPA, ASHRAE, AND SMACNA DUCT CONSTRUCTION STANDARDS. 19 ROU CE ALL DUC (WORK, PIPING AND ACCESSORIES IN A MANNER TO AVOID BUILDING COMPONENTS STRUCTURE, AND c IN COORIDNATE T T M RE• D FAN AND PUMP MANUFACTURER LIGH f G RANaITIONa MADE 0 MAXIMU P SaURE BOPS PER S CURVES. i S S F C IT EC'T T LEN H D 20 WHERE REFRIGERANT LINE ARE !N TALL _D SIZE PER MANUFACTURER°S INSTRJ TIONS W H RESP O GT AN FITTINGS TO BE INSTALLED IN PIPING. C, S B L f R I MPLE E IF LEAN ! P 2'I ALL DEBRIS HALL E PROPERLY DISPOSED OFF .>ITF_. G EAN UP S! E DAILY AFTER WO K a CO T C J PERFORMED BY OWNER'S REPRESENTATIVE AS A RESULT OF SUBCONTRACTOR NOT PERFORMING CLEAN UP OPERATIONS, OWNER WILL HAVE THE RIGHT TO CHARGE SUBCONTRACTOR FOR CLEAN UP LABOR. 22 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY SUPPORTING DEVICES FOR ALL ACCESSORIES INCLUDED WITHIN THIS CONTRACT. — REFLECTIONS SHELL ___ 1.11_1__. DESCRIPTION Number Sheet Name � X00% MO.O MECHANICAL GENERAL INFORMATION � � ____ X MO.1 MECHANCAL SPECIFICA-FIONS �__ X _ M1.01 �- _ MECHANICAL FLOOR PPLAN _- �X M1.02 _� _— MECHANICAL ROOF PLAN __ u.. __ X M_2.01 1_111_ ..�....._.-.� MECHANICAL DETAILS X M2.02 MECHANICAL DETAILS _�_�___ _ __ - ��X __. M3.01 _ MECHANICAL SCHEDULES X LEGEND SYMBOL DESCRIPTION - ^V- INDICATES DIRECTION OF AIRFLOW TYP E 6" O USE TO IDENTIFY SUPPLY, RETURN OR EXHAUST GRILLE AIRFLOW--��"`���100 ��CONNECTION VALUES AND TYPE SIZE EXISTING EQUIPMENT OR DUCTWORK ACH _—__.__....._..........._._..—_.......__.._........_—_—___...—.........._._._._____.__......_..___._.... TO BE REMOVED. l THERMOSTAT SD SMOKE DETECTOR OC OCCUPANCY SENSOR (DUAL TECHNOLOGY - IR/MOTION) FACP CEILING MOUNTED. CO COMBINATION CARBON MONOXIDE SENSOR AD 0 (MSA - Z-GARD DS) FCD 1111... GREENHECK STATIC FIRE DAMPER FD ® WITH ACCESS DOOR . AG SEE ARCHITECTURAL LIFE SAFETY PLANS FOR FIRE RATED FCU WALL LOCATIONS REF GREENHECK FIRE -SMOKE DAMPER m WITH ACCESS DOOR (24V ACTUATOR) FD SEE ARCHITECTURAL LIFE SAFETY PLANS FOR FIRE RATED . --- WALL LOCATIONS Q CEILING SUPPLY DIFFUSER FSD RETURN GRILLE OR 0 DUCT DOWN/UP AO. _ EXHAUST GRILLE OR 1�' DUCT DOWN/UP RLA SIDEWALL SUPPLY DIFFUSER _....AP TERMINAL UNIT VARIABLE/CONSTANT AIR VOLUME J TERMINAL UNIT VARIABLE/CONSTANT AIR VOLUME WITH �� HOT WATER HEAT THIS IS A GENERAL LIST OF SYMBOLS. ALL SYMBOLS MAY NOT BE USED ON A SPECIFIC PROJECT I TUVO K LEGEND SYMBOL DESCRIPTION DOUBLE LINE pi WY�(x � FLEXIBLE F _................. DUCTWORK PRESS EXISTING EQUIPMENT OR DUCTWORK ACH _—__.__....._..........._._..—_.......__.._........_—_—___...—.........._._._._____.__......_..___._.... TO BE REMOVED. l EXISTING DUCTWORK TO PVC REMAIN NEW DUCTWORK AD MANUAL VOLUME DAMPER (MVD) FACP MOTOR OPERATED DAMPER RA (MOD) AD 0 ACCESS DOOR FCD 1111... RADIUS ELBOW D.......... R (R=1.5) . AG VANED ELBOW FCU BRANCH DUCT REF TAKE -OFF m RISE OR DROP DIRECTION OF FD AIR FLOW . --- CHANGE FROM RECTANGULAR TO AI ROUND DUCT ON SINGLE LINE FSD DUCT RL _. CHANGE IN SIZE OF AO. _ DUCTWORK (CONCENTRIC) FL.... CHANGE IN SIZE OF RLA DUCTWORK (ECCENTRIC) _....AP SPIN IN FITTING WITH MANUAL J VOLUME DAMPER �� OPPOSED BLADE CONTROL .............._.._......................._.._................................_.__...... APPROX --...._..._......._..._.............................._._._......._..._..._....__....---_.._.._...._..................................._..........._..............._.__..........._.........._...........__....._......_....- DAMPER WITH ACTUATOR FPF PARALLEL BLADE CONTROL o-f����� DAMPER WITH ACTUATOR THIS IS A GENERAL LIST OF SYMBOLS. ALL SYMBOLS MAY NOT BE - - USED ON A SPECIFIC PROJECT architecture, interior design Lic. #AA2600 "1536-IB26000997 www.omnpd.com 1255 Belle Ave., Suite 188 Winter Springs, FL 32708 tel -• 407.696.1901 fax - 407.696.9888 REVISIONS: SEAL Gribicieet of �IZCcord ``o���t�ia�iilrrrr/i 01 �\ �� `S`� ,� -, T 277 . - ST E OF ' 0 r ;` >I....1111.>.,•• G\ ®1 'i�"i ; ,IOWA, Y ``e�� 03/16/2016 Dtitesh K. Sulart, RE 52772 (FL) I W ABBE MATT pi AC AIR CONDITIONING - . 1111. F _................. FAHRENHEIT .....................................__......................................................................_....................__............................................_.......................... PRESS PRESSURE _............. ACH _—__.__....._..........._._..—_.......__.._........_—_—___...—.........._._._._____.__......_..___._.... AIR CHANGES PER HOUR ............................_....,........................................................................_........................................,,__.....-......._...............--......__..........__...__...---............_........_...._._._.._...........__......._..........................._...__...,..............._...._............_.._......_.__..._...................__...__.._.._._..._...._. FA FILTER ACCESS PVC POLYVINYLCHLORIDE AD ACCESS DOOR FACP FIRE ALARM CONTROL PANEL RA RETURN AIR .. AFF ... .......... ....I.... .. ... ABOVE FINISHED FLOOR FCD 1111... ...FLOW... CONTROL DAMPER.... D.......... R OO.......D........... R F RAIN . AG ABOVE GRADE . ..._ . ...... FCU FAN COIL UNIT REF REFRIGERANT _AI -IU AIR HANDLING UNIT __ _.. __ _ FD FIRE DAMPER _..1.....11.1... ........._._........... .1.111.. RG _...._.RETURN GRILLE._.._._...... _ _1111 1.11.1 AI _ ...................... ANALOG INPUT FSD FIRE SMOKE DAMPER RL _. RAIN LEADER _1111... . AO. _ ANALOG OUTPUT _ FL.... FLOOR ........................... ._ RLA RUNNING.... _LOAD......AM.PS .. . _....AP ACCESS PANEL FLA FULL LOAD AMPACITY j RPM REVOLUTIONS PER MINUTE ...__._........._.._....._._..__.._... .............._.._......................._.._................................_.__...... APPROX --...._..._......._..._.............................._._._......._..._..._....__....---_.._.._...._..................................._..........._..............._.__..........._.........._...........__....._......_....- _._.......__......_......._....._....................._.............._......................................................................................................._.._........_........................._._..._......_..__..........._............._...._.........._.........................._......................................._........_............_._............__._........_......_.__.........__....-.._.............._....._.................._ APPROXIMATELY FPF FINS PER FOOT I -._....__.._...._.._._..._..._...__..._._..._...._...._...._._......_....._.... ......._........__........._..._....._......._......................___._..._...-.._..-........_..._.._......_..._....._...._.........................................__.......1. RS REFRIGERANT SENSOR_ 1....1..1.._--_11_11. BAS ......_BUILDING AUTOMATION....SYSTE....M�. FPI. . _.........._FINS PER _._NCH ...... .... ........I RTU ... .ROOFTOP.,.A/C UNIT.. BDD BACK......DRAFT DAMPER ......... FPM FEET......_PER ..._MINUTE. . ._.. RTU . - R00F.. _fOP...... UNIT...... . 111.....1 .....-.... - � .._..............._........._SUPPLY AIR .... ............._......................... _...._B_FF...._.............._......_B_ELOW......_FINISHED......_FLOOR......._.._...._.................._...._FPM......_._.__..........._FINS_....PER....._IvtINUTE.............................._..._......._..........._...........SA BHP SRAKE. HORSE. f'0`NER...-_... ...............�.,..FSD FIRE/SIAOKE DAMPER ___ SD. ...__...SUPPLY DI_FFUSER_.._._............._................... BOD ._.._...__........__......_...__.._....._......._....._...........-----._..__.....__-.....__.. BOTTOM OF DUCT ..__..__.................._._......................................................_...__..._...._._..................._._.........._............._........._...._.............._..._._....._ GPH GALLONS PER HOUR -.11.11.__._-......_._......_._.. SD FIRE STAT.._.........1_---------.--------..----- BQT . BOTTOM GPM GALLONS PER MINUTE . ... SD SMOKE DETECTOR . _.. BTU BRITISH THERMAL....UNIT H HUMIDITY SEN - 1111. . SENSIBLE 1111.. _. ... . .............. . CAP ._-1111 CAPACITY....... 1111... ..._...... HC HEATING COIL ......_.. _.._.._.................__..................._...__...._...................._......_.............. SG __._._............._... -....._......._...._........................_.._.__................................_...._.................. SUPPLY GRILLE CC --------------...------...---...11.11...------._._.._._._..._.. COOLING COIL _ ..----------1111------ HP -._._._..-----..............._._......_......._.............................. HORSEPOWER.............._._......_..-_._._.,...__.........___..._.-.-...___..._51'.._......_._.._..._..._-STATIC..-PRI=SSURE__.._..___.....__..___.._._.........___.. .. CD CO DES E D AI N NAT R N HHWR G OT WATER RETURN HEATIN H STRUCT STRUCTURAL CFM CUBlC FEET PER MINUTE HHWS HEATING HOT WATER SUPPLY SYS SYSTEM C.H..WR......... CHLLI.ED..,WATER......R.ETUR.N._ ._. H.Z 2.111 .. HERTZ ' ......... ......... ___ .__._._. _.__._ _...._. T _.._. _.__.._ TEMPERATURE ._._._. __...... ._....... ..- ._ ..---- CHW5.__.---_CHJLLED __.WATE.R._-SU.P.PLY__....__......__----i -.._IN_-_M_20......._IN_CHES.....O.F_....WATER..._.___._.__._...._..__.__..._.___'._.___TS..P......._..._._....._..._ I OTAL...._STATIC......_ P,RESSU_RE.._.__.._.... KW TYP TYPI--CAL. .--- ..__. .._............. _._. _._CLG.-_._-1111.. _._CEILING C MU _...__...__.._ 1111_.___. _ 1.111 _ .. _ ._ ___... CONG ASO R UNIT RETE M N Y LAT ___KILOWATT __.__ __ _._ LEAVING AIR TEMPERATURE , UC UNDERC U r __........_.......__..__......_...._111__1........................ CUNN --._.._._................._._......_.__._...............__...._.._...__...._...__._..........._...__........_.....--.__----.....__....._.........._ CONNECTION ._._.__._.._.__....._..._......................................................_.._.....................................__.................._.............___...............__......_......._._.............__..__......_......_..............._....._......................_._..............................................._.....__.....__-__-_._.........._........._..._...........__..... LAF LATENT UG UNDERGROUND CT .11 .1...1 ... COULlNG TOWER _1 1 1 I LD LOUVERED DOOR UL .... UNDERWRITERS LA80RATORY . . CU __... ........ 1... CONDENSING UNIT LPG LOW PRESSURE.. CO.NDENSATE ..............._UON....................UNLESS. OTI-IERWI-SE.....NQTED......... DEI......... DRY.,BULB.. _. LPS LOW PRESSURE STEAM UV. UNIT..._VENTI_LATOR................................_............ DDC ........__._.........._.......-.._ ............. DIRECT DIGITAL CONTROL ...................._._.._._........._.._............_................._.....................__...__-._.._...._...........__......._....................__............._.................................................................................._......._......................_._ i LRA LOCKED ROTOR AMPS 1 .._.._.._................_._....._....._................._....._..........._..__..............._............._................._._......__..........................................................._............................................_..... VAV VARIABLE AIR VOLUME DG _._.._............_1111. _ ._........................_......_.......__ DOOR GRILLE _ _ _. _._.. _ 11 1 1. __ ............ LVG ___.._.................._._._.._.__.._...........__....._..............._.__.......__.......................................�. LEAVING VD ,.............._........._......._.-_-._..._....__---._...---...__...._...__............................_....._..__._ VOLUME DAMPER ._..._..._.............__.. Di 1111 DIGITAL INPUT . ... ; _LWT LEAVI-NG..._WATER TEMPERATURE; VF.D VARIABLE.-FREQU.ENCY..._DRIVE.. DN DOWN , MAX MAXIMUM ' WB WET BULB _.......................................... . 1111. DO DIGITAL OUTPUT MEI_H 1000xDTIJ. - 1111 .. ......... ......_....._................. . DP.__.._._...._..._....OEW,__.POINT ............................ .1111. '. M0 MII`IIPAUM CIRCUIT AMPACITY ..._...:.._.. _ __...._..._...._.._........__..................._..___. DX DIRECT EXPANSION (�1EZZ MEZZANINE... - EA - - EXHAUST AIR I _ _ MIN .. __.._...___.___._._._-� MINIMUM _1.111____ ... ........................__.._....-_....._. EAT ENTERING.. SIR TEMPERATURE l MlSC ��11SCELLANLOUS ... .._ 1.1.1.1. _.... EA EXHAUST AIR NC NORMALLY CLOSED __ EER _._..__. -.-_.__ _ ENERGY EFFICIENCY RATIO ,_.1 __1111.--___.._...__-.__-_._-_. __-__ ..._- _. . _ ._. __..N.IC NOT IN CONTRACT ____- --- - ._ ..-._...-... _ ... .--. _1111... - - - ... ..... ....... __.. EF EXHAUST FAN .._.._.... I( ; NO NORMALLY OPEh9 ......_. 1111 .1 111r .........1,1. ... ...... 1 .. ............ _........ .....1 1...""". ... 1111.. EG EXHAUST GRILLE ! NTS NOT 1'O SCALE......__ i ... _ 11 ................................................................................... EL ----.._._..................----...__... . 11...1..1. ........................................... ELEVATION ........................_.._...........-._.._.__.....__...._............._............_..........._..--._._.._.__.._.._....._.....__......_._..........._...._........ OA ............... ........._L......... OUTSIDE AIR_......_-_..............._,.................._.-.. f _........_...._................. i __1111._ ...._...._..__..... _.........._....... 1111... - ELEC . ----.1111.._ ELECTRICAL ... _...-..__.....--_.._.- OAI __... _ _.. _-_1111_ OUTSIDE AIR INTAKE __ _... . _.. __.._...._.........._.. --- - --- ----- - ----- ---- --- - -- ---------- ----____... _, . _ .............. ENT ..._......................_ ............1...._...11....1....._.. .................... .'..11.1-..._._ ENTERING _..............._.........._..........................................._ ................ __.. OAL ..................1.1............11.. OUTSIDE AIR LOUVER _ ....................... . 1...111.... ....... . ...._.......................... ............................ EQUIP _........................................................................................ EQUIPMENT .................._......__...._.._................................_.............. OC 1111 ON CENTER .......... _ .......................... . _.............._. ......................................._ ......... _........_ ESP EXTERNAL STATIC PRESSURE PD PRESSURE DROP _._. _. _._._......_..-----..__...___._..._.........____._.._.__.........:......__..__.._..._.._.._._.__.-_--------_--------._.__..__..__.........._._....._.._..._._......_..._.__.---.-.------1111., ----....__................._...----...._......_........__......................_-_._.-..._._............._._..___.._....._...._._.._.._......._._..._...._.-........._...._._......_. ET ._._.._._......-.._......__._._..._...._.._._._____._.._._._.........._..._____....___.......__....._._..._._.___.__......._.........._.........._...........1,._1..._11__ EXPANSION TANK __ , . PKIl,._......-.. _. . _._._.........__. _._.__. PACKAGE. UNIT- _1.11.1_.._ , _. __ ....___..__._____.__..____.__.__._.__..__-_...._._..._.__....___._......__-......-...___-_..__-.-._.-_.-___.__..__._...._.._ EXH EXHAUST PH PHASE ._EXIST ..._EXI_S-I !NG ...... ...................... .... . ......4 - - ". C ...... -, - -O PIT OF..._CON.NEC:rIUN........ _..._..............._...... . THIS IS A GENERAL LIST OF ABBREVIATIONS AND MAY NOT BE USED ON A SPECIFIC PROJECT. IF AN ABBREVIATION IS USED ON A PROJECT AND IS NOT REPRESENTED IN THIS LIST, CONTRACTOR SHALL SUBMIT A REQUEST FOR INFORMATION. architecture, interior design Lic. #AA2600 "1536-IB26000997 www.omnpd.com 1255 Belle Ave., Suite 188 Winter Springs, FL 32708 tel -• 407.696.1901 fax - 407.696.9888 REVISIONS: SEAL Gribicieet of �IZCcord ``o���t�ia�iilrrrr/i 01 �\ �� `S`� ,� -, T 277 . - ST E OF ' 0 r ;` >I....1111.>.,•• G\ ®1 'i�"i ; ,IOWA, Y ``e�� 03/16/2016 Dtitesh K. Sulart, RE 52772 (FL) I W DATE: 1 /15/2016 PROJECT: 151210 DRAWN BY: `CHECKED BY: 6 PK MKS >, _ ... _ v I - - — pi L' N O �� - ril:., tL �1 � II - F- W x.}01 o , Jj y = rpt.( z'. -�i- (� cn <c C) � lJ J C) m J O E-- z M _J � Q w a �° 0 L �^ Y Q '< v , 1 .< 0 l ) - � o I . < _Y LO - -.-_-..---- DATE: 1 /15/2016 PROJECT: 151210 DRAWN BY: `CHECKED BY: 6 PK MKS >, _ ... _ v I - - — L' ril:., (. �1 � II x.}01 , Jj y rpt.( z'. -�i- -1 IDRJ;CIFICATION FOR HVAC PIPING AND EQUIPMENT A. INSTALL. OR PERMANENTLY FASTEN LABELS ON EACH MAJOR ITEM OF MECHANICAL EQUIPMENT. B. LOCATE EQUIPMENT LABELS WHERE ACCESSIBLE AND VISIBLE. C. LOCATE PIPE LABELS WHERE PIPING IS EXPOSED OR ABOVE ACCESSIBLE CEILINGS IN FINISHED SPACES; MACHINE ROOMS; ACCESSIBLE MAINTENANCE SPACES SUCH AS SHAFTS, TUNNELS, AND PLENUMS; AND EXTERIOR EXPOSED LOCATIONS AS FOLLOWS: 1. NEAR EACH VALVE AND CONTROL DEVICE. 2. NEAR EACH BRANCH CONNECTION, EXCLUDING SHORT "TAKEOFFS FOR FIXTURES AND TERMINAL UNITS. WHERE FLOW PATTERN IS NOT OBVIOUS, MARK EACI--I PIPE AT BRANCH. 3. NEAR PENETRATIONS THROUGH WALLS, FLOORS, CEILINGS, AND INACCESSIBLE ENCLOSURES. 4-. Ar ACCESS DOORS, MANHOLES, AND SIMILAR ACCESS POINTS THAT PERMIT VIEW OF CONCEALED PIPING. 5. NEAR MAJOR EQUIPMENT ITEMS AND OTHER POINTS OF ORIGINATION AND TERMINATION. 6. SPACED AT MAXIMUM INTERVALS OF 50 FEET (15 M)] ALONG EACH RUN. 7. ON PIPING ABOVE REMOVABLE ACOUSTICAL CEILINGS. OMrr INTERMEDIATELY SPACED LABELS. C. LOCATE LABELS NEAR POINTS WHERE DUCTS ENTER INTO CONCEALED SPACES AND AT MAXIMUM INTERVALS OF 50 FEET (15 M) IN EACH SPACE WHERE DUCTS ARE EXPOSED OR CONCEALED BY REMOVABLE CEILING SYSTEM. TESTING, ADJUSTING, AND BALANCING FOR HVAC A. PERFORM TESTING AND BALANCING PROCEDURES ON EACH SYSTEM ACCORDING TO THE PROCEDURES CONTAINED IN AABC'S "NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE" OR NEBB'S "PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS" AND IN THIS SECTION. COMPLY WITH REQUIREMENTS IN ASHRAE 62.1-2010, SECTION 7.2.2, "AIR BALANCING." B. CUT INSULATION, DUCTS, PIPES, AND EQUIPMENT CABINETS FOR INSTALLATION OF TEST PROBES TO THE MINIMUM EXTENT NECESSARY FOR TAB PROCEDURES. 1. AFTER TESTING AND BALANCING, PATCH PROBE HOLES IN DUCTS WITH SAME MATERIAL AND THICKNESS AS USED TO CONSTRUCT DUCTS. 2. INSTALL AND JOIN NEW INSULATION THAT MATCHES REMOVED MATERIALS. RESTORE INSULATION, COVERINGS, VAPOR BARRIER, AND FINISH ACCORDING TO SECTION "HVAC INSULATION." C. MARK EQUIPMENT AND BALANCING DEVICES, INCLUDING DAMPER -CONTROL POSITIONS, VALVE POSITION INDICATORS, FAN -SPEED -CONTROL LEVERS, AND SIMILAR CONTROLS AND DEVICES, WITH PAINT OR OTHER SUITABLE, PERMANENT IDENTIFICATION MATERIAL TO SHOW FINAL SETTINGS. D. TAKE AND REPORT TESTING AND BALANCING MEASUREMENTS IN INCH -POUND (IP) UNITS. E. SET HVAC SYSTEM'S AIR FLOW RATES AND WATER FLOW RATES WITHIN THE FOLLOWING TOLERANCES: 1. SUPPLY, RETURN, AND EXHAUST FANS AND EQUIPMENT WITH FANS: PLUS OR MINUS 10 PERCENT. 2. AIR OUTLETS AND INLETS: PLUS OR MINUS 10 PERCENT. 3. COOLING -WATER FLOW RATE: PLUS OR MINUS 10 PERCENT. F. PREPARE A CERTIFIED WRITTEN REPORT; TABULATE AND DIVIDE THE REPORT INTO SEPARATE SECTIONS FOR TESTED SYSTEMS AND BALANCED SYSTEMS. 1. INCLUDE A CERTIFICATION SHEET AT THE FRONT OF THE REPORT'S BINDER, SIGNED AND SEALED BY THE CERTIFIED TESTING AND BALANCING ENGINEER. 2. INCLUDE A LIST OF INSTRUMENTS USED FOR PROCEDURES, ALONG WITH PROOF OF CALIBRATION. SPLIT SYSTEM AIR CONDITIONERS A. PROVIDE REFRIGERANT LINE KITS: SOFT -ANNEALED COPPER SUCTION AND LIQUID LINES FACTORY CLEANED, DRIED, PRESSURIZED, AND SEALED; FACTORY -INSULATED SUCTION LINE WITH FLARED FITTINGS AT BOTH ENDS B. INSTALL EVAPORATOR -FAN COMPONENTS USING MANUFACTURER'S STANDARD MOUNTING DEVICES SECURELY FASTENED TO BUILDING STRUCTURE. C. INSTALL GROUND -MOUNTED, COMPRESSOR -CONDENSER COMPONENTS ON REINFORCED CONCRETE BASE; 6 INCHES 100 MM LARGER ON EACH SIDE THAN UNIT. D. CONNECT SUPPLY AND RETURN CONDENSER CONNECTIONS WITH SHUTOFF -DUTY VALVE AND UNION OR FLANGE ON THE SUPPLY CONNECTION AND WITH THROTTLING -DUTY VALVE AND UNION OR FLANGE ON THE RETURN CONNECTION. E. INSTALL PIPING ADJACENT TO UNIT TO ALLOW SERVICE AND MAINTENANCE. C. MANUFACTURER'S FIELD SERVICE: ENGAGE A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO INSPECT, TEST, AND ADJUST FIELD -ASSEMBLED COMPONENTS AND EQUIPMENT INSTALLATION, INCLUDING CONNECTIONS, AND TO ASSIST IN FIELD TESTING. REPORT RESULTS IN WRITING. BASIC MATERIAL AND METHODS SCOPE OF WORK PROVIDE LABOR AND MATERIALS AS REQUIRED TO PROVIDE A FULL`( FUNCTIONING AND COMPLETE SYSTEM AS INDICATED ON DRAWINGS. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL. ARRANGEMENT OF SYSTEMS AND EQUIPMENT, FINAL. LOCATIONS OF EQUIPMENT SHALL BE FIELD DETERMINED. ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION OF BIDS. GENERAL AND SPECIAL CONDITIONS ALL DIVISION 1 SPECIFICATIONS AND ARCHITECTURAL GENERAL AND SPECIAL CONDITIONS OUTLINED IN THE CONTRACT DOCUMENTS APPLY TO MECHANICAL SYSTEMS. ADDITIONALLY, WORK SHALL COMPLY WITH FLORIDA BUILDING CODE (2007 W/2009 AMENDMENTS), ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION, AND NATIONAL ELECTRICAL CODE.. ALL EQUIPMENT SHALL CARRY THE UNDERWRITER'S LABORATORIES (UL) SEAL WHERE APPLICABLE. QUALITY CONTROL UNLESS OTHERWISE NOTED, PROVIDE NEW MATERIALS FREE OF DEFECTS. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED PROVIDE MATERIALS OF AN ACCEPTED STANDARD WEIGHT AND GRADE ACCORDING TO CODE AND GOVERNING STANDARDS BY ASHRAE, SMACNA, NFPA, AND UL. INSTALL ALL EQUIPMENT, PIPING, DUCTWORK, AND CONTROLS IN ACCORDANCE WITH CODES, GOVERNING STANDARDS, AND MANUFACTURER'S RECOMMENDATIONS. FIRE PERFORMANCE CHARACTERISTICS OF INSTALLED MATERIALS SHALL BE RATED IN ACCORDANCE WITH ASTM E84. MAXIMUM FLAME SPREAD RATING SHALL BE 25 AND MAXIMUM SMOKE DEVELOPED RATING SHALL BE 50. SUPPLIED EQUIPMENT SHALL BE AS SCHEDULED OR OWNER APPROVED EQUAL IN QUALITY AND PERFORMANCE. COORDINATION COORDINATE ALL WORK FOR PROPER LOCATION, POWER, AND UTILITY REQUIREMENTS. SCHEDULE INSTALLATIONS TO AVOID CONFLICT AMONG TRADES. ADDITIONS TO THE CONTRACT FOR COORDINATION AMONG TRADES WILL NOT BE ALLOWED. SUBMITTALS PROVIDE 6 -SETS (EACH) OF MANUFACTURERS DATA, O&M MANUALS, ELECTRICAL DATA, DIMENSIONAL DATA AND CLEAREANCES, CONNECTION DATA, COLOR SAMPES (IF REQUIRED), AND TEST DATA FOR THE FOLLOWING: A/C EQUIPMENT, CONTROLS, EXHAUST FANS, DIFFUSER/GRILLES, T&B REPORT SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED PRIOR TO ORDERING OF EQUIPMENT. ENGINEER WILL REQUIRE 7 WORKING DAYS TO REVIEW DRAWINGS. NONMETAL DUCTS A. INSTALL DUCTS WITH FEWEST POSSIBLE JOINTS. B. UNLESS OTHERWISE INDICATED, INSTALL DUCTS VERTICALLY AND HORIZONTALLY, AND PARALLEL AND PERPENDICULAR TO BUILDING LINES. C. INSTALL DUCTS CLOSE TO WALLS, OVERHEAD CONSTRUCTION, COLUMNS, AND OTHER STRUCTURAL AND PERMANENT ENCLOSURE ELEMENTS OF BUILDING. D. INSTALL DUCTS WITH A CLEARANCE OF 1 INCH (25 MM), PLUS ALLOWANCE FOR INSULATION THICKNESS. E. WHERE DUCTS PASS THROUGH NON -FIRE -RATED INTERIOR PARTITIONS AND EXTERIOR WALLS AND ARE EXPOSED TO VIEW, COVER THE OPENING BETWEEN THE PARTITION AND DUCT OR DUCT INSULATION WITH SHEET METAL FLANGES. OVERLAP OPENINGS ON FOUR SIDES BY AT LEAST 1-1/2 INCHES (38 MM). F. WHERE DUCTS PASS THROUGH FIRE -RATED INTERIOR PARTITIONS AND EXTERIOR WALLS, INSTALL FIRE DAMPERS. G. INDOOR DUCTS AND FITTINGS ON CONSTANT VOLUME SYSTEMS WHEN RECONNECTING TO AN EXISTING FIBERGLASS DUCT SYSTEM ONLY. 1. FIBROUS -GLASS RECTANGULAR DUCTS AND FITTINGS: a. RESIN -BONDED FIBERGLASS, FACED ON THE OUTSIDE SURFACE WITH FIRE RESISTIVE FSK VAPOR RETARDER AND SMOOTH MAT FINISH ON THE AIR -SIDE SURFACE. b. PERMEABILITY: 0.02 PERMS c. COMPOUND SHALL BE TESTED FOR EFFICACY BY AN NRTL, AND REGISTERED 01;t `U3E` R-_PfVAC`"SYSi d. MINIMUM FLEXURAL RIGIDITY: EI -800. e. MINIMUM BOARD THICKNESS: 1 INCHES (51 MM) OR AN R VALUE OF 6. f. PRESSURE SENSITIVE TAPE COMPLYING WITH UL 181A, MINIMUM THICKNESS OF 3 INCHES, MOLD AND MILDEW RESISTANT. .PlFiU ERS. REGISTERS. AND GRILLE A. INSTALL DIFFUSERS, REGISTERS, AND GRILLES LEVEL AND PLUMB. B. CEI LING- MOUNTED OUTLEI'S AND INLETS: DRAWINGS INDICATE GENERAL ARRANGEMENT OF DUCTS, FITTINGS, AND ACCESSORIES. AIR OUTLET AND INLET LOCATIONS HAVE BEEN INDICATED TO ACHIEVE DESIGN REQUIREMENTS FOR AIR VOLUME, NOISE CRITERIA, AIRFLOW PATTERN, THROW, AND PRESSURE DROP. MAKE FINAL LOCATIONS WHERE INDICATED, AS MUCH AS PRACTICAL. FOR UNITS INSTALLED IN L.AY-IN CEILING PANELS, LOCATE UNITS IN THE CENTER OF PANEL. WHERE ARCHITECTURAL FEATURES OR OTHER ITEMS CONFLICT WITH INSTALLATION, NOTIFY ARCHITECT FOR A DETERMINATION OF FINAL LOCATION. C. INSTALL DIFFUSERS, REGISTERS, AND GRILLES WITH AIRTIGHT CONNECTIONS 'TO DUCTS AND TO ALLOW SERVICE AND MAINTENANCE OF DAMPERS, AIR EXTRACTORS, AND FIRE DAMPERS. D. AFTER INSTALLATION, ADJUST DIFFUSERS, REGISTERS, AND GRILLES TO AIR PATTERNS INDICATED, OR AS DIRECTED, BEFORE STARTING AIR BALANCING. AIR DUCT ACCESSORIES A. INSTALL_ BACKDRAFT DAMPERS AT INLET OF EXHAUST FANS OR EXHAUST DUCTS AS CLOSE AS POSSIBLE TO EXHAUST FAN UNLESS OTHERWISE INDICATED. B. INSTALL VOLUME DAMPERS AT POINTS ON SUPPLY, RETURN, AND EXHAUST SYSTEMS WHERE BRANCHES EXTEND FROM LARGER DUCTS. C. INSTALL FIRE AND SMOKE DAMPERS ACCORDING TO UL LISTING. D. INSTALL DUCT ACCESS DOORS ON SIDES OF DUCTS TO ALLOW FOR INSPECTING, ADJUSTING, AND MAINTAINING ACCESSORIES AND EQUIPMENT AT THE FOLLOWING LOCATIONS: 1. ON BOTH SIDES OF DUCT COILS, 2. UPSTREAM FROM DUCT FILTERS. 3. AT OUTDOOR -AIR INTAKES AND MIXED -AIR PLENUMS. 4. AT DRAIN PANS AND SEALS. 5. DOWNSTREAM FROM MANUAL VOLUME DAMPERS, CONTROL DAMPERS, BACKDRAFT DAMPERS, AND EQUIPMENT. 6. ADJACENT TO AND CLOSE ENOUGH TO FIRE OR SMOKE DAMPERS, TO RESET OR REINSTALL FUSIBLE LINKS. ACCESS DOORS FOR ACCESS TO FIRE OR SMOKE DAMPERS HAVING FUSIBLE LINKS SHALL BE PRESSURE RELIEF ACCESS DOORS; AND SHALL BE OUTWARD OPERATION FOR ACCESS DOORS INSTALLED UPSTREAM FROM DAMPERS AND INWARD OPERATION FOR ACCESS DOORS INSTALLED DOWNSTREAM FROM DAMPERS. 7. AT EACH CHANGE IN DIRECTION AND AT MAXIMUM 50 -FOOT (15-M) SPACING. 8. UPSTREAM AND DOWNSTREAM FROM TURNING VANES. 9. CONTROL DEVICES REQUIRING INSPECTION. 10.ELSEWHERE AS INDICATED. E. INSTALL ACCESS DOORS WITH SWING AGAINST DUCT STATIC PRESSURE. F. ACCESS DOOR SIZES: 1. ONE -HAND OR INSPECTION ACCESS: 8 BY 5 INCHES (200 BY 125 MM). 2. TWO -HAND ACCESS: 12 BY 6 INCHES (300 BY 150 MM). 3. HEAD AND HAND ACCESS: 18 BY 10 INCHES (460 BY 250 MM). 4. HEAD AND SHOULDERS ACCESS: 21 BY 14 INCHES (530 BY 355 MM). 5. BODY ACCESS: 25 BY 14 INCHES (635 BY 355 MM). 6. BODY PLUS LADDER ACCESS: 25 BY 17 INCHES (635 BY 430 MM). G. LABEL ACCESS DOORS ACCORDING TO INDICATE THE PURPOSE OF ACCESS DOOR. H. INSTALL FLEXIBLE CONNECTORS TO CONNECT DUCTS TO EQUIPMENT. I. FOR FANS DEVELOPING STATIC PRESSURES OF 5 -INCH WG (1250 PA) AND MORE, COVER FLEXIBLE CONNECTORS WITH LOADED VINYL SHEET HELD IN PLACE WITH METAL STRAPS. J. CONNECT DIFFUSERS OR LIGHT TROFFER BOOTS TO DUCTS DIRECTLY OR WITH MAXIMUM 120 -INCH LENGTHS OF FLEXIBLE DUCT CLAMPED OR STRAPPED IN PLACE. K. CONNECT FLEXIBLE DUCTS TO METAL DUCTS WITH LIQUID ADHESIVE PLUS TAPE. L. INSTALL THRUST LIMITS AT CENTERLINE OF THRUST, SYMMETRICAL ON BOTH SIDES OF EQUIPMENT. ATTACH THRUST LIMITS AT CENTERLINE OF THRUST AND ADJUST TO A MAXIMUM OF 1/4 -INCH (6 -MM) MOVEMENT DURING START AND STOP OF FANS. Al Projects & Design arc hiteCtUre, interior design I._ic:. #AA26001.536-IB26000997 www.omnpd.cafn 1255 Belle Ave., Suite 188 `Minter Springs, FL 32708 tel - 407.696.1901 fax .. 407.696.9888 REVISIONS: AlREVISION 1 05/04/2016 SEAL Engineer of Record N. 2 STAT' F ' \ e`e %/0NA' 05/04/2016 NEtesh K. Smart, YE 52772 (FL) W I0__ \ 0 o r n J v 1 m F - z ¢ 0 z w F- C) LL] o U Iz 0 LL_ ft 0 M -' LL_ >-- a ¢ 0 LL_ w z x ¢ ¢ V) J 0 N L0 DATE: 1/15/2016 PROJECT: 151210 DRAWN BY: PK CHECKED BY: MKS SHEET 1 OF KEY PLAN NOTES: - LVRA2 = 3/4" DRAIN, ROUTE AND CONNECT INTO EXISTING STORM PIPING. VERIFY LOCATION. =2 CONNECT TO EXISTING EXHAUST DUCTWORK. VERIFY SIZE AND LOCATION PRIOR TO START OF WORK. ...... . ......... ................... I .......... ..... . ..... . . ... LVR LVR-2 LVIR architecture, interior design Lic. #AA26001536-IB26000997 www.omnpd.com 1255 Belle Ave., Suite 188 Winter Springs, FL 32708 tel - 407.696.1901 fax - 407.696.9888 REVISIONS: SEAL En-itiect of Record ZD ,,00111111111111 S" K 772 STAT F Cr'i��''''z ORI&..' /0 NPL 1,1111111100c� 03/16/2016 Mtesli K. Smart, 52772 (FL) DATE: 1/15/2016 PROJECT: 151210 DRAWN BY: PK CHECKED BY: MKS SHEET OF tFtiT j z CCt 1 0 C'4 ME (D LL - 0c) < m ZM ?—y 0 < 0 < ry C5 C) LL. C) Ld< 77 nV) 0 U < V) 0 C) < DATE: 1/15/2016 PROJECT: 151210 DRAWN BY: PK CHECKED BY: MKS SHEET OF tFtiT j z CCt 1 0 C'4 ME KEY PLAN NOTES: 3/4" DRAIN, ROUTE AND CONNECT INTO EXISTING STORM PIPING. VERIFY LOCATION. CONNECT TO EXISTING EXHAUST DUCTWORK. VERIFY SIZE AND LOCATION PRIOR TO START OF WORK. PLENUM. CONNECT 10x8 RETURN GRILL AND OA DUCT WITH DAMPER. 0 ......................................................... ......... .................................. E�R 1-2] Projects & Design architecture, interior design Lic.#AA26001S36-IB26000997 www.omnpd.com 1255 Belle Ave., Suite 188 Winter Springs, FL 32708 tel - 407.696.1901 fax - 407.696.9888 REVISIONS: AREVISION 1 05/04/2016 SEAL Ut.y-' icer of Record No 72 A- OF 0 ONAU 111111110% 05/04/2016 IMitesk K. Smart, PE 52772 (UL) DATE: 1/15/2016 PROJECT: 151210 DRAWNBY: PK CHECKED BY: MKS SHEET OF m 1 01 0 OC) 0 ::D C) V) < m M 0 < = 0 >- CK < car LLJ < 0V) CL U C) 'K El - < J— LLJ _J *;4 Cc. DATE: 1/15/2016 PROJECT: 151210 DRAWNBY: PK CHECKED BY: MKS SHEET OF m 1 01 ............................... t CU -4 CU -3 ... l.. KEY PLAN MOTES: Q MOUNT CONDENSING UNITS ON EXISTING EQUIPMENT STANDS. architecture, interior design Lic. #AA26001536-IB26000997 www.omnpd.com 1255 Belle Ave., Suite 188 Winter Springs, EL 32708 tel - 407.696.1901 ----- fax - 407.696.9888 REVISIONS: SEAL U'rigineet of Recotd 001111JJJfl,// Ski' F 0 72 03/16/2016 Mite.sh K. Smart, PE 52772 (FL) Q � L0 DATE: 1/15/2016 PROJECT: 151210 DRAWNBY: _ PK CHECKED BY: MKS SHEET Or— i,�{� c� G yf C-4 M '1 0 2y:s W ZN 00 o �� m _:w)Q cn ¢ CA m c� 0 mi— LL- Q > C Fw-. 0 Lij X z < V) 0 CL0 Q � L0 DATE: 1/15/2016 PROJECT: 151210 DRAWNBY: _ PK CHECKED BY: MKS SHEET Or— i,�{� c� G yf C-4 M '1 0 2y:s INSULATE AS BY MECH CO1 SEE ARCH DW REFRIG. LINES INSULATED LIQ. & SUCT 12x24" MAX. DUCTWORK SIZE: OF LOUVER CONNECTION --CAP DUCT I A: NOT TO SCALE QHEET UTI HOOD BY IECH CONTRACTOR HEET MTL OR TUBE OLLAR BY MECH. ONTRACTOR 'ROVIDE SPRING 'ROVIDE FOAM SEAL ,r PENETRATION OF :URB LOPE PIPES AWAY ROM HOOD rl/AI`v1X71t:Ili / \1`+9LJ z)uf''rVK I U11.� I /AlL--_:) r -UM L01�1 PR�L1R C1�iCTVVOR�C (l�P THRIJ 2"� (VARIOl1S METHODS OF ATTACHMENT) NOT TO SCALE UNION DRAIN CONNECTION AHU DRAIN PAN ...... i ENSURE ADEQUATE HEIGHT/CLEARANCE FOR DRAIN TO FLOOR. RAISE UNIT AS REQUIRED. 1" GREATER THAN TSP. CROSS CLEANOUT PLUG PITCH ...... ........ .. _ ........................ .. .................... ................. IQ. & SUCT LINES 0 OU'S P - STATIC PRESSURE (in.wg) IN COOLING COIL PLUS ALL UPSTREAM STATIC PRESSURE. TL CLOSURE NGLE BY MECH ONTRACTOR GENERAL NOTES: 1. PRIOR TO ORDERING AHU, CONTRACTOR SHALL_ COORDINATE ALL BASE RAIL OR EQUIPMENT HEIGHTS TO OBTAIN PROPER CONDENSATE TRAP HEIGHTS AS ILLUSTRATED. 2. FILL CONDENSATE DRAIN TRAP PRIOR TO UNIT START—UP. 3. SIZE CONDENSATE DRAIN PIPING ACCORDING TO DRAWINGS. PIPE SIZE SHALL BE NO LESS THAN MANUFACTURER'S RECOMMENDED PIPE SIZE. / 5 CONDENSATE TRAP DETAIL ( NOT TO SCALE FLOOR D1 — 'SPIN—IN FITTING ,--,_- _----CONNECT TO WITH SCOOP AND STRUCTURE PER VOLUME DAMPER MANUFACTURER FLEXIBLE DUCT- INSTRUCTIONS. FLEX DUCT CLAP. �'�•_., PROVIDE SUPPORT PER FLEX DUCT MANUFACTURERS `. �. 1� RECOMMENDATIONS. MINIMUM 1._-1/2" THICK AIR FLOW u...•^' AND ON CENTER & 1/2 FEET OF wINSULATE SPIN --IN WITH INTERMEDIATE 1 1/2" -THICK INSULATION FITTINGS AND SUPPLY AIR WITH VAPOR BARRIER LEAVING BENDS. DUCT DAMPER OPERATOR ACCESSIBLE INSULATE AND SEAL ALL DIFFUSER SURFACES EXPOSED ABOVE CEILING C ���-� o�11iFE1L�TlC18tCl.��vrmx.......e.:.alli7�'L^]PR I91.t99L-9 `,-_..........—_i�IFL&9E4ffi1i0�97 SUPPLY AIR �3 8" HANGER ROD T STRUCTURE r --COIL SECTION •l f sfl�� RETURN VIBRATION DRAIN PAN ISOLATION PAD EXTEND 2" `fir TYR BEYOND AHU TN Q LL_V SEE TRAP DETAIL- 00 _.2�� ANGLE o � SUPPORT, RAISE FLOAT SWITCH a J J 2" ABOVE TOP OF PAN WITH CAP FOR HOSE CONNECTION � 7" AN( -,I F N FLEX DUCT 4'-0" MIN ACRYLIC COATED FIBERGLASS DUCT PLENUM RETURN GRILLE SUPPORT TO JOIST DUCT A FLEX ARE FOIL FACE. TO CEILING RA PLENUM NOT TO SCALE Al Projects & Design architeCtUre, interior design Lic. #AA26001536-IB2600099,7 vvNw.omnpd,crJm 1.255 Belle, Ave,, Suite 188 Winter Springs, FL 32708 tel - 407.696.1901 fax - 407,696,9888 REVISIONS: _1 _ REVISION 1 05/04/2016 SEAL Ln&eer of Record C;KNI� 772 F Ltlz <5 rrrrntttt�� 05/04/2016 Mitesh K. Smart, PE 52772 (FL) DATE: 1/15/2016 PROJECT: 151210 DRAWN BY: PK CHECKED BY: MKS SHEET OF M 2. 01 W TN Q LL_V r n J 00 CD o � cn ¢ a m a J J Q z O <o a z Y < a QOf ( l �-/ � W N 1 DATE: 1/15/2016 PROJECT: 151210 DRAWN BY: PK CHECKED BY: MKS SHEET OF M 2. 01 A HEAD DrEJAIL 0 SUPPORT DETAIL E-' � SILL DETAIL NOTEALL SEALANT, BACKER RODS, N%I-COMPRESSIBLE DLAD- LOAD SHIMS AND SUBSTRATE IS 'NOT BY GRE'ENHECK (TYPICAL ALL DETAILS) X F 'Ej L..j X SEE NOTE R` [9.53rnm] SEE NOTE ' 5" IF'127.9mml EDGE DISTANCE ;_e'3 'S SEPARKnot-,i OF DISSIMILAR MATERIALS RECOMMENDED I ,gym (T'(PICAL /,,-r HIEAD AND SILL) 1,375"(�5,I-.9mm]x2.125F,54mrrixO,'1211"13.2mrriI CONTINUOUS MOUNTING ANGLES (SHIP -LOOSE) TYPICAL AT HEAD AND '-SILL T (SHOWN IN STANDARD ORIENTATION) REFERENCE ANCHOR CHART (ANCHORS NOT BY • OREENHECK) TYPICAL AT HEAD AND SILL 0.250x1.500"[38.1mrrfl STEEL SCREW W/KWIKCOAT HEX--WASTlER HEAD 5.0001127mirrij O.C. IF LOUVER HEIGHT <=72." 3.000"[76.2rnm] O.C. IF LOUVER HEIGHT >72" 0.Q81"[2.03mrn] E)(TRUDE0 ALUMINUM HEAD #10x2,25"[57.2mm] '18-8 STAINLESS STEEL SCREWS (TYP. LOUVER CONSTRUCTION) 0.125"[3.2mr,n] ALUMINUM SUPPORT STRAP (LOUVER HEIGHT >72.000-) #104.750"[19.1mm] 300 SERIES STAINLESS SCREWS, 'I PER EXPOSED BLADE (NOT ATTACHED TO JAMBS) OPTIONAL BIRD AND/OR INSECT SCREEN 0,060"[1,52mm] EXTRUDED ALUMINUM BLADES SEE NOTE (PROVIDE INTERMITTENT WEEPS FOR DRAINAGE) OPTIONAL FLANGE (TYP. HEAD, SILL, AND JAMBS) 0.060"[1.52mml FORMED ALUMINUM SILL BAFFLE OPTIONAL ExTENDE ALUMINUM SILL 0.081"[2.03mm] EXTRUDED SILL (SHIP -LOOSE) 1,375"[34.9rr)rn]x2.125"[54mm]x0,125"[3.2rnm] CONTINUOUS MOUNTING ANGLES (SHIP -LOOSE) TYPICAL AT HEAD AND SILL (SHOWN IN ALTERNATE ORIENTATION WHEN EDGE DISTANCE CANNOT BE ACHIEVED -REFERENCE ANCHOR CHART) SEE NOTE I- --I- EDGE DISTANCE 0.081 "[2.03mm] EXTRUDED /-ALUMINUM JAMBS SEE NOTE [6.35rnm] TYP. - SECTION WIDTH JAMB DETAIL ................................................. . LOUVER SCI-IEDULE ---------LOUVER WIDTH OPENING WIDTH Do MULLION DETAIL 0,125"[3.18mm] EXTRUDED ALUMINUM ANGLE (LEG LENGTH VARIES BASED ON END SPACE) 0.188"[4,78mm]x.375[9,53mm]-.5" 300 SERIES STAINLESS STEEL RIVETS 0.060"[1,52mm] EXTRUDED ALUMINUM BLADES 0,060'*[1,52mm] FORMED ALUMINUM SILL BAFFLE SECTION WIDTH SEE NOTE J" [9.53mm] 0 r D "" " "I" 10 IN A L 'I 'I; PERIMEJ_ER FLANGES 0.081 "[2�03rrirri] E-:*/' A L U IM I N tJ N OPTIONAL EXTENDED SILL (SHIP -LOOSE) STAT` ANGLES (_ LOOSE W/FASTENERS (SUBSTRATE ANCHORS NOT BY LOUVER MANUFACTURER) OPTIONAL- BIRD AND/0F), INSECT SCREEN IN ALUMINUM 1F"'RAME'_­3 NOTE: BASIS OF DESIGN: GREENHECK - EVH-501D (-._,�LOUVER INSTALLATION DETAIL NOT TO SCALE I -L Projects e), Design architecture, interior design Lic.#AA26001536-IB2600099'7 limmornripd.com 1255 Belle Ave., SLlite .188 - Winter Springs, FL 32708 tel - 407.696.1901 fax - 407.696,9888 REVISIONS: AREVISION 1 05/04/2016 SEAL Engineer of Record N 772 w - T F— IZ 0,• LORO' ','��iss'ONA, EAG o`,. 05/04/2016 Nliwsh K. Smart, RE 52772 (FL) DATE: 1/15/2016 PROJECT: 151210 DRAWN BY: PK CHECKED BY: MKS SHEET OF C14 C) 00 V) < 2-1 < o bj 0 < -5; LL. C) Ld 71, Ld < U) U) 0 alu 0 0c, 0- 1 1 1 C) I N DATE: 1/15/2016 PROJECT: 151210 DRAWN BY: PK CHECKED BY: MKS SHEET OF LA SPLIT p TYPE -----,W A SIZE .,` NOMINAL SYSTEM CAPACITY (TONS) 2 2 SYMBOL MIN EFFECIENCY (SEER/HPSF) 14.5/8.2 _ J 14.5/8.2 LL_ J UNIT TAG AHU-3 AHU-4 Ld_ SERVING AREA Construction. Round Connection to match flex duct size. Diffuser shall FILTER TYPE AND THICKNESS 1" PLEATED 1" PLEATED SUPPLY AIR (CFM) 600 600 OUTSIDE AIR (CFM) 200 200 i11 ��i.l FAN MAX ESP (IN -H20) 0.5 0.5 I- Z ENTERING AIR TEMPERATURE °Fdb/wb 80.9/67.0 80.9/67.0 r LEAVING AIR TEMPERATURE °Fdb/wb 55/54 55/54 Z NUMER OF REFRIGERANT CIRCUITS 1 1 Q ELECTRICAL SERVICE VOLTAGE/ PHASE 208/1 208/1 Z Q FAN HP 1/4 1/4 = CL ELECTRIC HEAT KW (AT V/PH LISTED) 2.88 2.88 Q ELEC CIRCUIT -1 MCA/MOCP 20/20 20/20 J ELEC CIRCUIT -2 MCA/MOCP consist of a precision formed back cone of one piece seamless construction SMOKE DETECTOR LOCATION N/A N/A of C' SHUT DOWN RELAY TO N/A N/A 12*1 OPERATING WEIGHT (LBS) 150 150 MANUFACTURER TRANE TRANE MODEL NUMBER TAM4AOA24 TAM4AOA24 UNIT TAG CU -3 CU -4 NUMER OF REFRIGERANT CIRCUITS 1 1 Q NUMBER OF COMPRESSORS 1 1 p COMPRESSOR RLA 6.8 6.8 L Z NUMBER OF CONDENSER FANS 1 1 D FLA OF EACH FAN 0.74 0.74 L AMBIENT AIR TEMPERATURE °Fdb 950 950 cn ELECTRICAL SERVICE VOLTAGE/ PHASE 208/1 208/1 W ELEC CIRCUIT -1 MCA/MOCP 9/15 9/15 OELEC CIRCUIT -2 MCA/MOCP match size listed on plan tag. Grilles shall be 45 degree deflection fixed U OPERATING WEIGHT (LBS) 200 200 MANUFACTURER TRANE TRANE MODEL NUMBER 4TTB6024 4TTB6024 UNIT NOTES I All All CEILING damper shall be operable from the register face. The damper shall be Unit Notes - See schedule for final selections on each equipment (not all are used) 1 See plan and coordinate location of access doors and verify all clearances are met prior to ordering equipment - Submission or submittals or shop drawings constitutes this item has been performed by manufacturer. 2 Provide condenser coil guards 3 R-41 OA refrigerant 4 Provide anti -short cycle timer 5 Provide manufacturer extreme condition mount kit for high winds up to 15OMPH. 6 Provide double wall foamed AHU cabinet system with insulation of R-4.2 7 Provide (2) extra set of filters - replace (1) set at Certificate of Occupancy 8 Provide APR valve 9 Provide Programmable 7 -day Thermostat with dirty filter indication. AIR DISTRIBUTION SCHEDULE TYPE -----,W A SIZE .,` CFM '--•CONNECTiON SIZE TAG SYMBOL MOUNTING DESCRIPTION LL_ J -4- Ceiling supply air diffusers. 4 -Cone Square. 24x24 Aluminized Steel F- Ld_ Construction. Round Connection to match flex duct size. Diffuser shall O consist of a precision formed back cone of one piece seamless construction LAY -IN which incorporates a round inlet collar of sufficient length for connecting rigid GRID or flexible duct. The diffuser shall integrate with all duct sizes shown on the A i11 ��i.l CEILING plans without affecting the face size and appearance of the unit. An inner p � g pp cone assembly shall consist of 4 cones which drop below the ceiling plane f— ❑7 li to assure optimal VAV air diffusion performance. The inner cone assembly Q shall be completely removable from the diffuser face to allow full access to any dampers or other ductwork components located near the diffuser neck. ~ ::E � Finish shall be 01 white. Basis of design is METALAIRE - Model 5800 -AS. LLI Z Ceiling supply air diffusers. 3 -Cone Square. 12x12 Aluminize Steel Construction. Round Connection to match flex duct size. Diffuser shall O J consist of a precision formed back cone of one piece seamless construction 0 which incorporates a round inlet collar of sufficient length for connecting of C' rigid or flexible duct. The diffuser shall integrate with all duct sizes shown B 12*1 LAY -IN on the plans without affecting the face size and appearance of the unit. An L0 GRID inner cone assembly shall consist of 3 cones. The inner cone assembly CEILING shall be completely removable from the diffuser face to allow full access to any dampers or other ductwork components located near the diffuser neck. Finish shall be B12 White Powder Coat. Basis of design is METALAIRE - Model 5700 -AS. (For mounting in a 24X24 grid, provide panel mount) Ceiling return air grille. 24x24 Aluminum Construction. Connection to LAY -IN snatch size listed on plan tag. Grilles shall be 45 degree deflection fixed C E 1 GRID louver type with blades spaced 2/3" on center. The blades shall run CEILING parallel to the (long / short) dimension of the grille. The grille shall be finished in (01 White). Basis of design is METALAIRE - Model RH. Ceiling exhaust air register. 12x12 Aluminum Construction. Connection to match size listed on plan tag. Grilles shall be 45 degree deflection fixed louver type with blades spaced 2/3" on center. The blades shall rum parallel to the (long / short) dimension of the grille. The integral volume LAY -IN control damper shall be of the opposed blade type and shall be constructed D GRID of cold rolled steel (optional aluminum construction Model RH). The CEILING damper shall be operable from the register face. The damper shall be coated steel. The grille shall be finished in (01 White). Basis of design is METALAIRE - Model RH (W/OBRA DAMPER). (For mounting in a 24x24 grid, provide panel mount). REGISTERS, GRILLES AND DIFFUSERS PLANS SHALL HAVE A MINIMUM FLAME SPREAD RATING OF NOT OVER 25 AND A MINIMUM SMOKE DEVELOPED RATING OF NOT OVER 50 AND SHALL BE IN COMPLIANCE WITH SECTIONS 603.15 AND 603.15.1 OF. GRILLES, REGISTERS OR DIFFUSERS SIIALL BE EQUIPPED WITH BALANCING DAMPERS WHERE BALANCING DAMPERS HAVE NOT BEEN INDICATED ON BRANCH DUCTS. architecture, interior design Lic. #AA26001536-IB26000997 www.omnpd.com 1255 Belle Ave., Suite 188 Winter Springs, FL 32708 tel - 407.696.1901 fax - 407.696.9888 REVISIONS: SEAL Em"itzcet of Itecotc.t `,`111111111111 i 0.5 2 ST a O� ORM' • •• �� A 'tI11111111110% 03/16/2016 ilvIitesli K. Stuart, L'E, 52772 (FSI..) W DATE: 1/15/20'16 PROJECT: 151210 DRAWN BY: PK CHECKED BY: MKS SHEET OF j�-- i I'liQ(.i �Z J N O f / 1 OO LL_ J -4- F- Ld_ O LO Q O =D q M f— ❑7 li Q ~ ::E � LLI Z Y O J 0 of C' !� N Q � L0 DATE: 1/15/20'16 PROJECT: 151210 DRAWN BY: PK CHECKED BY: MKS SHEET OF j�-- i I'liQ(.i �Z J