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HomeMy WebLinkAbout644 Trestle Pt (a)DESIGN LOADING T14I5 STRUCTURE 15 DESIGNED UTILIZING TWE LOADS INDICATED AND APPLIED BY TWE FBC-14 5th EDITION IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM TWAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF TWE LOCAL BUILDING DEPARTMENT. SPECIFIC LOADS: SEE STRUCTURAL CALCULATIONS AND FOUNDATION REACTIONS. II BUILDING RISK CATEGORY 2.000 psf DEAD LOAD 20.00 psf ROOF LIVE LOAD Yes LIVE LOAD REDUCTION ALLOWED? 5 psf COLLATERAL LOAD 0.0 psf GROUND SNOW LOAD, Pg 1.00 SNOW IMPORTANCE FACTOR, is 140 mph ULTIMATE WIND SPEED 108 mph NOMINAL WIND SPEED 701 mph SERVICEABILITY WIND SPEED 10 yr SERVICEABILITY WIND B WIND EXPOSURE CATEGORY RETURN PERIOD t 1.00 WIND IMPORTANCE FACTOR, Iw 0.%W INTERNAL PRESSURE COEFFICIENT, GCpi Partial WIND CLOSURE CATEGORY 1.00 SEISMIC IMPORTANCE FACTOR, le 0.060 MAPPED SPECTRAL ACCELERATION FOR SNORT PERIODS, Ss 0.040 MAPPED SPECTRAL ACCELERATION FOR I -SECOND PERIOD, SI N/A SEISMIC USE GROUP A SEISMIC DESIGN CATEGORY 0.01 SEISMIC RESPONSE COEFFICIENT, Cs 0.065 FIVE PERCENT DAMPED SPECTRAL ACCELERATION FOR SHORT PERIODS, SDS 0.064 FIVE PERCENT DAMPED SPECTRAL ACCELERATION FOR I -SECOND PERIOD, SDI D 51TE CLASS 0 RESPONSE MODIFICATION FACTORS, R -FRAMES 0 RESP. MOD. FACTORS, R -BRACING (F -SW) 0 RESP. MOD. FACTORS, R -BRACING (B_SW) 0.01 W DESIGN BASE SHEAR 4.3 kips LONG. BASE SWEAR 4.3 kips TRANS. BASE SHEAR Unit Lateral Fora (Fz-0.0RW) Malysis Procedure ROOF *$N/Ass Seismic Resisting System: Transverse (Rigid Frame) ON/Ass Seismic Resisting System: Longitudinal (Front Sidewuall) WAss Seismic Resisting System: Longitudinal (Back Sidewall) ON/Ass Seismic Resisting System: Longitudinal (Left Endwall) $ON/A$$ - Seismic Resisting System: Longitudinal (Right Endwall) SPECIAL NOTES I. The purchaser of this building has informed AGI that all 'walls by others' are self-supporting. No member of this building has been designed to provide lateral support between colurnns for 'walls by others'. Therefore, ACI assumes no responsibility for the structural integrity of this building if loads are induced from 'walls by others'. 2: This building has been designed for a wind speed of 140 mph. It has been designed assuming any/all glazing will be protected per the FBC-14 5th Edition building code such that the building will remain classified partially enclosed. The design of the glazing and protection is not part of Metal Building Manufacture's scope of work. 3: Girts are not allowed to be cut for field located framed openings unless approved by the engineer. Also, field located framed openings may cause girt sizes to change from original design. BUILDING SPECIFICATIONS h= shown on these drawings has been designed and detdbd Far the loads and caditians stipulated by the letter of ca fttian, Any dtaotio ns to this buldrg systan, named of any of its 0anpo wb or parts, modifkatio n of the mauled end-use, modiF atiae in cladding or ay other deviations Fran the a vrd carAite ns for uduch the Wldrg systan was desged may be don only ankh the written Wp vW of a reptawl artihitect and/ar a registwed proWswd agnea, as applicable. The metal building mouWm (MBM) uill ane no responsibility for cry of the doges mentiarod abowe iF performed 40out prior uritten approval by the M. This bulking systan has been designed per the MW5 stondod design and mouNdurng practices, the Warning buldrq code, and the opplioable editions of the Wldrg code reFa=ed AISC, AISI, ASCE, and AWS stadx& The bulking systan hos also been designed in accadonce with all opplaobk provisions of the Nast aditio n of NOMA Meld Bulldig *dans Manual. h applratias incbdi g strudw steel deck ad steel joists, the code rewenced editions of goieoble SDI ad SA stadods, respectively, were also applies. The MOM does not design or check ventilation or cagy ca nand an *tans for the building systan supplied and is not resposrlole for the adeWy of specified ventilation ad energy carsavation ccnrnpaneds. The End Use should insure that adegate pronsm anti trade For ventilation, condasdbn, ad enagy consavation revere ts. The NOM a rot responsible for the design, mataids and uorkrnoship of the Wain, or the Mdff ge of the Wldng systien to the f0dotan. kdw belt plus ptipand by the NOM are handed to show only location, duaneter, and projectian of anchor bolts rogkW to attach the mild bdkfrg systan to the fouddan. The ad user 6 responsible for agogrg the savioes of a Incased RvFexiand Engine to perform foa&W and kand W anchorage design. The Professiornd Enpw designing the Fond m shall dete mm the adegrda ander bolt material type and grade, anchor bolt arnbebnad, and any anchorW renWoonad to woom rnodde the given anchor bolt kxxhiio s, quantity, and dameter. Unless rated otherwise m the Letter of Catifioofiay the building systan by the MBM is am* from the ASCE 1 stipulated sdorr is drift linitatios. The and user stall inn that all the interior ad aterier otta:Wwts ad cladding by others are designed to accommodate seismic The NOM on not investigate the influence of its matd building systan m existing Widiings or strvo#a*. The and user sWI agage sa*% of a I cesed Profeswd Fnpw to adude whether such buildings and structure anti Wogde to resist dhow drift bads or other conditions os a result of the prtisanca of the Metal Binding *,sten. The mataids used h kbr oro of Fffwy ad ww&y steel Framing mantas, as well as related accessories esti shown belote with their mapardig ASTM dmigndias. when the a plionce with the Widig code moulded edittim of the AISC Seamier Rwi*m is rob red, only matcids q*roved by those pvvisio s am used. Balt -up Section Fbrngho (Fy - 55 leen); AM, A512 or ASA, Built-up Section Webs t Camection Plates (Fy - 55 leen); AIMI, A512 or A51%, Flet -rolled W -shapes (Fy - 50 leen); A992 or A512; Not -rolled C and L-shpes (Fy - 50 leen); A529 or A512, Not -rolled Rods (Fy - 55 leen); AIM or A512; Cold4onred C, Z, ad ES shapes (Fy - 55 leen); AWII or A653; Perls, AM or A653, Gr. 50 fa Ga. 24 and thidoer, Gr. e0 for others; Rand Tube, A500 Gr. B (Fy - 42 leen) RO *ukr Tube; AWO Gr. B (Fy - 46 ksu) Cobles, M75 W�le (Gr. ); AIM, or A512 lluliside Washers, A45 Structurd Bolts, A307 Gr. A, A325 Gr. C, A490 Gr. DN (used as noted in next sectim) Unless noted otheuuae and acept For axone support systen connections, all bolted joints shill be sr 411taued in x 0rdonce with the Nast edition of Spcifaatim for Strnuctrd Joints Using ASTM A325, or Aft Bolts (RCSC). All joints in orae support systan oppliedw shill be p vtawad as mpred by RM. All pimay from bolted connections use A325 bolts, unix noted dN uuise. All ad -plate connections in cokl4w ned steel Frames use A325 belts, unless rated othe ise. All primary structad mffrnbern haws been panted with the mininnm of ane cad of bran oxide r hbi m primer. All strvctud steel rrrrrnban hate bean pointed in accordance with Steel Structures Painting Council Specification, SSPG No. 5. Shop ad field nspclias ad associated fats and *poses esti the respo siblity of the contractor, unless rated other ise. CONTRACTOR RESPONSIBILITIES The =hctor must Beare di rtipvd grovels lend Mmits for this project from the appOO& W605 n full canplima with all oW ble Wool and state loos o d reguldiae. In acoordonoe with the Sc. 4.4.1 of the latest ago of the RISC Code of Stmdord Rictim ad the MDU Camnon Industry Prccticces, on gnvd of these drnuFnps o d oda"o s (if op�) oaetitutes on agreenent that the MBM hos aorratly nter"Ited the regkanents of the const building draw o, spedfrdias and dl other contractual nageranants. In aoaurdax . ad Sc. 3.3 of the Nast action of the AISC Code of Stmdad Practice, whas disa+ep rdes exist bebo en thou drnuigs ad the dnou igs provided by the other trades, such as erditctod, electrical, plm*4 ad others, these drarhps provided by the MOM shill pat The contractor ctor is resp elk for the action of the amine bulldog system and all asodated nark pa W*q thetito in axadance with the MBI9's.'Fw CaroUvdio n' dmulrgs. Dnnuigs rot maned 'Far Cxstructiai' shall not be used in the action of the Mlbalding system. In occorkna with Sm. 7,103 of the latest edition of the AISC Code of Sto dod F'mdice, tenIoM supports such m gays, brooes, faaewok, slang, and otter elements nommy to wkly cat the balding system and prevent str ud rd ad other damage to tlr buldrq grstan shall be detemined ad FmWW by the actor. The structad balding system provided by the MBM a d*W for sevice conditions in aaoordance with the balding code. The condrata shdl aid the system in a moina that inures that the booing conditions on the structure tiring savim arc rot aaeeded in any part of the structure throughout the action process. Unless noted otherwise, the NOM shill rot be responsible for the design of cry eknnents of anis project rot part of the str%W balding system pounded by the NOM. The oadrador shill be respe sible for tdkig appropriate steps to inure the such elements anti p epaiy structurally d*W and carntnwted. It a the respo siil'nty of the contractor to observe and apply all pertinent OSHA and otter nrdday safety prrMsio s. Thr codrador is respasble for the inspection of dl of the NBMs shipment reoelved. Any clans of nen-mehed iters must be reported to the MBM in aritig aithn 5 basins dogs. In order to mointain the qudk poadee ad to gdTy for rembusanent, any field modfloalioe of any reported defective ile n may rot be p 1 rrrd without a pier aritten andomenent by the NOM. THE MBM shill not be hold liable for any dckn Jalsoevc, including, bout not limited to, labor chwp or eonsegmtid damages, mK q Fran the Cantr>xta/Erticbr's use of deFe W or imncct materials that con be defaced by vaud inspection. THE NOM is not resparsilole for malaid damaged in unlaing or for packaged or rested mote ids, ndudng, but not limited to, Notenas, shod mild, '0 ord T sections, ad covering M* that beoene wet and/or are donaged by water whle in the possession of An. Packaged or nested mdm* that bwne wet in trorat shill be opodW, urstadmd and dried by the contractor. Moth repot to all other Wilding Wstan action aspects not menkW above, the cadractor shall mmphy with the Sac. 6 of the NEMA Common industry R ctm For oy spects of the erection not cornered by the nft Carm n industry Practices, the porisiars of Sc. 7 of the honest edition of the AISC Cade of Stadad Practice slell apply. FLORIDA APPROVAL NO. LOCATION PANEL TYPE FL. NUMBER ROOF 26 GA. PBR 73%.6 WALLS 26 GA. PBR 7395.2 SOFFIT 24 GA. SWP 13728.1 OFFICE PERMIT # 4 9 This certification covers ports fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, Foundation design and awtion of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. DEC 3 2019 • ., 10125 HW Y. 6 WBST BA'1>BSVII1$ Jr. `te�ktria° .; No 43014 M 3r ( AT E OF ��. � 1 � .•nom � �a eros � i�(. /� 7 ritorsi�►a<. ENG BY: JJM CAD BY: TJC V 130©©93© (Jin CKD BY: GP5 O 1011111 ILO __j •C J ■■■■■ � N w .. ■■■■■ � Z N ■►Z0■►5■ V � • ■ENE■ O_,,,,, ENG BY: JJM CAD BY: TJC V BY: (Jin CKD BY: GP5 O ILO __j •C J � N w LU � Z N V � ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: GP5 JOB NUMBER : 817-8510 DWG NUMBER C CSlof 1 F GAD BY: TJC DET BY: TJC CKD BY: t7D o o N N "D o V 0 � Tn v E U N ..B ►z•■FAR■■ i m m C ■0■►ZR■ � .. L D 07 .. o• —1 LU LU o N m A.8 mn N ■■■■■. 0 1 x 14 • • ' Portal Frame 11' b ' ' ' ' Portal Frame ' B ■■■■■' 0 - Ela- Ela= °ua � z O - V -7 o o cv B Eta= m 108'-0' 0 ' o `Y' N o Ela= 108'-0' 0 1 I& 226'-0" OUT -TO -OUT OF STEEL 2 3 A 14A 5 A 6 7 A q 2&10 Di 11 15'-4" 25'-0" 25'-0" 25'-0" 28'-011 25'-0" 25'-0" 25'-0" 24'-0" 0 0 O A/AR2 _ X -Bracing • A/AR? X -Bracing ' N o N N N N Elev= o Ela - 10B' -01 1 1081-0" B• • " D 1'-0" " • • B GAD BY: TJC DET BY: TJC CKD BY: t7D o — N N V Q � Tn v C U N ..B ►z•■FAR■■ B m m .. ■0■►ZR■ � .. L 07 .. o• —1 . Ela= • A 108'-0'CO o .. . A.8 mn 46 ■■■■■. Partition 4 1 x 14 • • ' Portal Frame 11' b ' ' ' ' Portal Frame ' B A/AR2 _ X -Bracing • A/AR? X -Bracing ' N o N N N N Elev= o Ela - 10B' -01 1 1081-0" B• • " D 1'-0" " • • B AIADZ 108'-0" 108'-0" 1 _ O 4'-00" cn 61--8" 8' -6" 20-0" o o o 0 24'-011 L 25'-0" 25'-0" L 25-0" 28'-0" L 20'-0" 5'-0" 25'-0" 1 3 4 5 6 7 8 q 10 ANGPOR 80LT PLAN NOTE: All Base Plates @ 100'-0" (U.N.) NOTE: All Jambs Sit on Masonry @ 108'-0") 12 7p..1F 0 Low Eave -' —'�- ) F.. E �J Jf:'IJ J Elev= Elev= A/AB2 108'-0" 108'-0' t Q N m aD A 51_0" zzOmI EX(ORI A 5' -4" B Eta= 31_6" 08'-0' El a= 1 n ' 08'-0' 3 -6 t High Eave ENGINEERING SEAL This certification covers parts fabricated and delivered by the marOacturer only and excludes pats such as doors, windows, foundation design and erection of the building. Sealed drawings do not constitute an agrearnent that the silted engineer is acting as the ergines' of record for the overall project. GAD BY: TJC DET BY: TJC CKD BY: GP5 o — N V Q � Tn v LO U N Q- ►z•■FAR■■ B m m .. ■0■►ZR■ � .. L .. o• —1 . Ela= • A 108'-0'CO o .. . A.8 mn 46 ■■■■■. Partition 4 N N N 14 ■roMOR0 ' Portal Frame 11' b ' ' ' ' Portal Frame ' .. ■■■■■' cL. . - Ela- Ela= AIADZ 108'-0" 108'-0" 1 _ O 4'-00" cn 61--8" 8' -6" 20-0" o o o 0 24'-011 L 25'-0" 25'-0" L 25-0" 28'-0" L 20'-0" 5'-0" 25'-0" 1 3 4 5 6 7 8 q 10 ANGPOR 80LT PLAN NOTE: All Base Plates @ 100'-0" (U.N.) NOTE: All Jambs Sit on Masonry @ 108'-0") 12 7p..1F 0 Low Eave -' —'�- ) F.. E �J Jf:'IJ J Elev= Elev= A/AB2 108'-0" 108'-0' t Q N m aD A 51_0" zzOmI EX(ORI A 5' -4" B Eta= 31_6" 08'-0' El a= 1 n ' 08'-0' 3 -6 t High Eave ENGINEERING SEAL This certification covers parts fabricated and delivered by the marOacturer only and excludes pats such as doors, windows, foundation design and erection of the building. Sealed drawings do not constitute an agrearnent that the silted engineer is acting as the ergines' of record for the overall project. ENG BY: Jim GAD BY: TJC DET BY: TJC CKD BY: GP5 0 V Q � LO ' ►z•■FAR■■ m m _- ■0■►ZR■ � .. ■■■■■ 46 ■■■■■. ■roMOR0 .. ■■■■■' °ua � z V -7 • ENG BY: Jim GAD BY: TJC DET BY: TJC CKD BY: GP5 0 V Q � LO m m � 46 °ua � z V -7 ENG BY: Jim GAD BY: TJC DET BY: TJC CKD BY: GP5 JOB NUMBER : 817-5510 DWG NUMBER : C ABI of 3 Dia- 5/8' 5W PW 8' N NI I 8' 2' 1411 6 DETAIL A Dia- 5/S' 6e, I/4' 0. N I • • 1 r I I 8' 2' 4' DETAIL B Dia- 5B' N • • 8' 2' 4' �I DETAIL G Dia- 5/8' 8' o I� _ N I • • I • • 4 DETAIL E Dia- 5/8' 6 (L 11 I v y N ----------1 ao N I 1 �1 DETAIL F See Plan DETAIL G Dia- 3/4' 8" I I �n • ; • 4' O • 1 • 3' 2'J_W 2" 8' Sae Plan DETAIL W Dia- 5/8' 4' DETAIL J Base EL. 108'-0' Dia- 5/8' 6 CL A DETAIL K Dia- 5/8' 5W/PW DETAIL L ANCHOR BOLT SUMMARY CAD ISOMETRIC VIEW opo©©a© Dia 1 M Qty Locate (in) I (W) • 40 Jamb 5/8' I 2.50 DETAIL D i 8' Dia- 5B' F1554 -QM o I� _ N I • • I • • 4 DETAIL E Dia- 5/8' 6 (L 11 I v y N ----------1 ao N I 1 �1 DETAIL F See Plan DETAIL G Dia- 3/4' 8" I I �n • ; • 4' O • 1 • 3' 2'J_W 2" 8' Sae Plan DETAIL W Dia- 5/8' 4' DETAIL J Base EL. 108'-0' Dia- 5/8' 6 CL A DETAIL K Dia- 5/8' 5W/PW DETAIL L ANCHOR BOLT SUMMARY CAD ISOMETRIC VIEW opo©©a© Dia BY: Pro j Qty Locate (in) Type (W) • 40 Jamb 5/8' F1554 -QM 2.50 • 32 Part. Col. 5/8' F1554 -QM 2.50 • 44 Ernduall 5/6' F1554 -QM 2.50 • 64 Frame 3/4' M554 -QM 2.50 • 4 50wicr 5/8' F1554 -QM 2.50 I- 5we EL.108'-0' GENERAL NOTES 1. All baseplates @ same elevation unless noted otherwise. 2. Anchor bolt design for embedment is not by the manufacturer and must be determined by the foundation engineer. 3. The width of the sheet notch and/or brick ledge, though shown on these drawings, is not included in these dimensions. 4. See base plate details for correct placement of anchor bolts. COMPONENT AND CLADDING DEBI A -bolts 2 1/2' PROJ 116, 1",102 SECTION @ CONCRETE EDGE B/AB2 F.O. FOR (EXCEPT AT O.N. DOOR FRAMED OPENINGS) rim I ® O ®:01 a=q.20ft h = Eave Mt. LU e LU O s J a W �INE�I�S�L This certification cove's parts fabricate and delivered by the rnanufaduer only and excludes parts such as doors, windows, foundation design and enaction of the building. Sealed drawings do not constitute an agroernert that the signed engineer is acting as the ergine' of record for the overall project. OW DOOR WIDTH 12'-0' x 14'-0' REQUIRED AN 11-M 4D DOOR ANCHOR DETAIL SWEET NOTCW) AQ Duumm s a vaam uz 1012 KWY. 6 WBBT BATESVRJA W. 38606 io 0;4. OF �4 aV/ ti PROFESSIONAL ENC DOM CAD ISOMETRIC VIEW opo©©a© v BY: ROOF VIEW ENDWALL VIEW BY: EFFECTIVE AREA ft ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 10 15.24 -27.79 15.24 - 42.13 15.24 -60.06 26.00 -21.61 26.00 -32.45 a' 20 14.70 -27.25 14.70 -38.35 14.70 - 50.88 25.14 -26.75 25.14 -30.73 50 13.99 - 26.54 13.99 - 33.36 13.99 - 38.76 24.00 - 25.62 24.00 - 28.47 100 13.45 1 -26.00 13.45 - 29.58 13.45 - 29.58 23.15 -24.76 23.15 -26.75 EFFECTIVE AREA sq ft ZONE 1 i1 ZONE 2 ZONE 3 N 10 Ell • -30.48 -3048 -5020 NEGATIVE VALUES a Z0 -29.94 .� - �•� ' 3q•� SIGNIFY PRESSURES � ■■■►Z4■ ACTING AWAY FROM � 50 -29.22 -29.22 -25.14 BUILDING SURFACES. 100 - 28.68 - 28.68 -14.34 �INE�I�S�L This certification cove's parts fabricate and delivered by the rnanufaduer only and excludes parts such as doors, windows, foundation design and enaction of the building. Sealed drawings do not constitute an agroernert that the signed engineer is acting as the ergine' of record for the overall project. OW DOOR WIDTH 12'-0' x 14'-0' REQUIRED AN 11-M 4D DOOR ANCHOR DETAIL SWEET NOTCW) AQ Duumm s a vaam uz 1012 KWY. 6 WBBT BATESVRJA W. 38606 io 0;4. OF �4 aV/ ti PROFESSIONAL ENC DOM ENG BY: Jim CAD Q opo©©a© v BY: cn GKD BY: I GPS O 1011111 m m � ■01400■ i1 Ell • ■■■■■ 3 ■►13■F.5■ .� .... ■■■■■ ■■■►Z4■ w LU z U 1111,1" . ■■!A!■■ O_,,,,,I ENG BY: Jim CAD Q TJC v BY: cn GKD BY: I GPS O m m � 3 .� w LU z U ENG BY: Jim CAD BY: TJC DET BY: TJC GKD BY: I GPS JOB NUMBER : 817-8510 DWG NUMBER C AB2 of 3 FRAME LINES: 3 4 5 6 7 q 10 11 ENDNALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, 4 BASE PLATES FAR ENG BY: JJM CAD N opo©©o© DET BY: TJC CKD BY: GPS O Column_Reactions(k ) v 0 � F A m Frm Col Load Hmax V Load Hmin V Bolt(in) Base-Plate(in) Eley. O COLUMN LINE N Line Line Id H Vmax Id H Vmin Qty Dia Width Length Thick (in) ■■■■■ 1 F 7 0.2 -1.5 8 -0.1 -1.5 4 0.625 8.000 8.250 0.375 0.0 V 1 0.0 2.1 7 0.2 -1.5 1 E q 1.5 -4.5 8 -1.4 -3.1 4 0.625 8.000 8.000 0.375 0.0 1 0.0 6.3 q 1.5 -4.5 1 D 10 4.4 -9.7 8 -4.1 -5.1 4 0.625 8.000 8.250 0.375 0.0 1 0.0 7.1 10 4.4 -q.7 1 C 11 5.q -q.5 8 -5.5 -8.q 4 0.625 8.000 8.250 0.375 0.0 1 0.0 8.4 11 5.01 -q.5 1 B 10 6.1 -8.4 8 -5.7 -8.4 4 0.625 8.000 8.250 0.375 0.0 1 0.0 q.3 10 6.1 -8.4 1 A 7 3.4 -3.1 8 -3.1 -3.1 4 0.625 8.000 8.000 0.375 0.0 1 0.0 3.5 7 3.4 -3.1 IV V 12 A 7 3.4 -0.5 8 -5.3 -5.6 4 0.625 8.000 10.00 0.375 0.0 1 0.0 3.4 12 B 11 6.0 -8.5 8 -5.6 -8.5 4 0.625 8.000 10.00 0.375 0.0 1 0.0 8.8 11 6.0 -8.5 12 C 10 5.8 -q.6 8 -5.3 -8.4 4 0.625 8.000 10.00 0.375 0.0 1 0.0 7.5 10 5.8 -q.6 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, 4 BASE PLATES A 12 D 11 5.3 -12.3 8 -4.8 -7.2 4 0.625 8.000 10.00 0.375 0.0 1 0.0 8.7 11 5.3 -12.3 Frm Col Load Column_Reactions(k) Hmax V Load Hmin V Bolt(in) Base-Plate(in) Elev. 12 F 7 2.6 -3.0 8 -2.3 -3.0 4 0.625 8.000 10.00 0.375 0.0 Line Line Id H Vmax Id H Vmin Qty Dia Width Length Thick (in) 1 SOLDIER COLUMN: 0.0 3.3 7 2.6 -3.0 MAXIMUM REACTIONS, ANCHOR BOLTS, 4 BASE PLATES 3$ F 2 16.8 24.0 3 -17.1 -23.5 4 0.750 8.000 10.75 0.500 0.0 5 -11.8 -26.8 Column_Reactions(k ) 3$ A 4 13.7 -17.2 1 -16.5 24.3 4 0.750 8.000 10.75 0.375 0.0 Frm Col Load Hmax V Load Hmin V Bolt(in) Base-Plate(in) Eley. 1 -16.5 24.3 5 12.2 -27.0 Line Line Id H Vmax Id H Vmin Qty Dia Width Length Thick (in) 3s Frame lines: 3 4 5 q 10 11 8 A 12 3.4 0.2 13 -3.6 0.2 4 0.625 8.000 12.00 0.375 0.0 14 0.0 0.3 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, 4 BASE PLATES 01 2 F 14 00 3? 13 -1.q -1.2 4 0.625 8.000 12.00 0.375 0.0 Column_Reactions(k ) Frm Cot Load Hmax V Load Hmin V Bolt(in) Base-Plate(in) Eley. Line Line Id H Vmax Id N Vmin Qty Dia Width Length Thick (in) PARTITION COLUMN: MAXIMUM REACTIONS 6 F 2 17.8 26.6 3 -17.0 -24.3 4 0.750 8.000 10.75 0.375 0.0 Column_Reactions(k ) 6 A 4 13.7 -17.7 1 -17.5 26.7 4 0.750 8.000 10.75 0.375 0.0 Horiz V Uplift Bolt(in) 1 -17.5 26.7 6 11.9 -23.6 Vmax Qty Dia 6.1 1.0 0 4 0.625 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, 4 BASE PLATES Column_Reactions(k ) Frm Cot Load Hmax V Load Hmin V Bolt(in) Base-Plate(in) Eley. Line Line Id H Vmax Id H Vmin Qty Dia Width Length Thick (in) 7 F 2 17.7 26.3 3 -17.1 -24.4 4 0.750 8.000 10.75 0.375 0.0 7 A 4 13.9 -17.7 1 -17.4 26.7 4 0.750 8.000 10.75 0.375 0.0 1 -17.4 26.7 6 12.1 -23.6 RIGID FRAME: BASIC COLUMN REACTIONS (k ) 01 Frame Column -----Dead------Collateral- -----Live------ Wind-Leftl- -Wind_Rightl- --Wind_Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 3$ F 2.6 4.3 4.1 5.7 9.8 13.8 -31.1 -43.6 -12.4 -2q.7 -12.6 -5.8 3$ A -2.6 4.7 -4.1 5.8 -q.8 13.8 21.4 -41.6 25.5 -33.4 2.q -3.8 BUILDING BRACING REACTIONS 0 6 F 3.4 5.7 4.1 6.1 q.q 14.6 -31.7 -46.2 -12.3 -31.5 -13.1 -6.1 6 A -3.4 6.0 -4.1 6.1 -q.9 14.7 21.3 -44.1 26.2 -35.5 2.7 -4.0 f Reactions(k) Panel -Shear 7 F 3.2 5.5 4.2 6.1 10.0 14.6 -31.8 -46.2 -12.5 -31.5 -13.1 -6.1 Wall - Col Wind - -Seismic- (ib/ft) 7 A -3.2 5.9 -4.2 6.1 -10.0 14.7 21.4 -44.1 26.4 -35.4 2.7 -4.0 Loc Line Line Mori Vert Mori Vert Wind Seis Note iswes. Frame Column-Wind_Right2- --Wind-Longi- --Wind_Long2--Se Seismic-Right -Seismic-Long oneofft Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert L_EW 1 D,C 8.3 7.8 0.6 0.5 TODD FM 3$ F 6.1 8.0 -22.3 -49.0 -22.3 -49.0 -0.2 -0.1 0.2 0.1 0.0 -0.8 F_SW A 415 3.8 7.0 0.6 1.1 (d) 3$ A 7.0 4.3 23.0 -49.8 23.0 -4q.8 -0.2 0.1 0.2 -0.1 0.0 -1.1 q,10 3.8 7.0 0.6 1.1 d BM LBRO�OIKS 6 F 6.3 8.5 -22.5 -44.q -22.5 -44.q -0.2 -0.1 0.2 0.1 0.0 0.0 R_EW 12 CID 8.9 8.4 0.6 0.6 6 A 7.6 4.6 23.2 -45.3 23.2 -45.3 -0.2 0.1 0.2 -0.1 0.0 0.0 B_SW F 11,4 8.6 6.5 1.1 0.8 wa suint;} sYs1mm u c 7 F 6.3 8.5 -22.6 -45.0 -22.6 -45.0 -0.2 -0.1 0.2 0.1 0.0 0.0 5 , 8.6 6.5 1.1 0.8 10125 SWY. 6 VnW10 7 A 7.6 4.6 23.4 -45.3 23.4 -45.3 -0.2 0.1 0.2 -0.1 0.0 0.0 RA,iwELLB. M& 38606 (d)X-Bracing above wind bent, base above finish floor t � aCARS"S 3s Frame lines: 3 4 5 9 10 11 � Ila ENGINEERING SEAL ` No 4 014 This certification covers ports fcbricoted and delivered by the manuFactuer only and excludes parts such as doors, windows,11- ''� ' r;I Foudotion design and erection of the buix g.ld Sealed drawirgs do rat constitute an o reanent that the si* egineer is octirq as the egi ver of record for the overall project. PZt `AV.TC3INJ�t ENG BY: JJM CAD N opo©©o© DET BY: TJC CKD BY: GPS O v 0 � cy m m � O Q0 o N S -Z ME Q.401111111111 ■■■■■ w � . • ■■■■■ V ENG BY: JJM CAD N TJC DET BY: TJC CKD BY: GPS O v 0 � cy m m � O Q0 o N S -Z w � � z V ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: GPS JOB NUMBER : 817-8510 DWG NUMBER C AB3 of 3 ROOF BOLT SCHEDULE: EAVE STRUT CONN. w/ ESPI CLIP - Y2"0 x IY2" A325 Bolt (XX REQ'D.) EAVE STRUT CONN. w/ ESP] CLIP - Y2'0 Washer (XX REQ'D.) EAVE STRUT CONN- - Y24 x IY4" A325 Bolt (X REQ'D.) ANTI -ROLL CLIP CONN. - Y24 x IY4" A325 Bolt (40 REQ'D.) PURLIN CONN.- Y2"O x I" A307 Bolt (X REQ'D.) PURLIN LAP V-1 3/4' 3'-1 3/4' V-1 3/4' 1 _ 3'-1 3/4'+_ 3'-1 3/4' 3'-I 3/4' 3'-I 3/4' 3'-1 3/4' n 24'-0" ERECTION NOTES (D Use 1/2' x 1-1/4' A325 Bolts at Anti -Roll Clip L.ocatiorn (See EM) ATTAC14 FLG BRACES TO OPPOSITE SIDE OF TRANSVERSE PARTITION WALLS, TO AVOID WALL PANEL PENETRATION o❑ An 3'-1 3/4' 3'-1 3/4_' 3'-1 3/4'� 3'-1 3/4' 1_ V-1 3/4' 3'-1 3/4' 3'-I 3/4' 3'-1 3/4' 1'-0" 20'-0" 5'-0" 0 a 0 0 nCI_A" nGl AN nr-I Nl ROOF FRAMING PLAN Low Eave ,r, L 0 N o -'t w� 0 BACK OF PARAPET LULU Co N r� wER High Eave ENGINEERING SEAL This certification covers parts fabricated and delivered by the rrmOacturer only aid excludes parts such as doors, windows, Foundation desig, and a+ectian of the buildirg. Sealed drn uhp do not constitute an agroemant that the si* agi w is acting as the &*oer of record for the overall project. ENG BY: JJM CAD V.! TJC V BY: (n CKD BY: CJT v O � �cn�m ... ■■■■■ ■■■■■' ■►5■►5■i w .. ■■■■■ Z: ■■■F0M V in!A!0 OM11111 ENG BY: JJM CAD V.! TJC V BY: (n CKD BY: CJT v O � �cn�m w w Z: V ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT JOB NUMBER 817-8510 DWG NUMBER G EPI of 20 L000w�Eave "I high Eave A 26'-0° Out-To-Out_Of _Steil ROOF SPEETING PLAN PANELS: 26 Go. PBR - Galvalume ENGINEERING SEAL This certification covers pats fabricated o d delivered by the manufacturer only and excludes pats such as doors, wirdows, foundation design and erection of the buildirg. Sealed &m rgs do not constitute an arreernad that the si* aginew is acting as the agiver of record for the overall project. 1 41111. 4 1.1 • - 11 II1I�I)'�11 ENG BY: JJM - .- BY: Cl�=©©0© DET BY: TJC CKD BY: CJT O 1011111 " m m • .. _ ■■■■■ 1. ■■►�R►�4■ w ■■■■■ w z ■►Z�■►5■ V ... ■■■■■ 1 ■1■!A!■ 0_11111 ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT O " m m O w w z V ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT JOB NUMBER 817-8510 DWG NUMBER G EP2 of 20 SW BOLT SCHEDULE: GIRT CONN.- &"0 x 1" A307 Bolts (X REQ'D.) GIRT LAP - Y2" m SPREADER WASHER (1 @ EA. LAP)(X REQ'D.) DH- CONN. - &"0 x V FIN HEAD BOLT(X REQ'D.) PORTAL COLUMN TO R.F. CONN.- %110 x 11'2" A325 Bolts (X REQ'D.) PORTAL HAUNCH CONN. - %"0 x IV' A325 Bolt (X REQ'D.) 0 Zn F.O. ELEVS. A IM GIRT LAPS GENERAL NOTES: 1 226'-0" Out -To -Out Of Steel 12 3 4 A 5 Qi 6 7 8 q Ai 10 Q 11 24'-0" 25'-0" 25'-011 25'-0" 281-0' 20'-0" 01 251-011 25'-0" 24'-0" .. M .� ill .1 ^" C'1 .. ..n H I IH HI j C 3 CI I I IH Qj HI EC -6 RFI -5 RFI -51 RFI -51 RF2-5 RF3-5 SC -1 RFI -51 E-2 RFI -51 E-3 gE14 ND 6'-811 8'-6" I E-5 2'-I3/a4' 2'-I 3/4' E-6 9E14 HD G-35 SX2506 G-36 8X25Z16 G-37 8X25CI4 G-38 8X25Z16 2'-1 3/4' 2'-1 3/4 4'2'-I 2'-1 3/4' —V-1 2'-1 3/4 2'-I 3/4' ' 2'-1 3/4"' —2-1 G-43 2'-1 3/4 +2'- 3/4' 3/4' 3/4'4'2'-I 3/4 -1 3/4" 3/4' 8X25Zi6 I 3/4'2'-1 SX25Z16 G-49 FRONT SIDENALL FRAMING @ FRAME LINE A G-51 8X2506 HSM -L 8X25Z16 G-53 SX25ZI6 (10 55 : 204" SF5 : 10-6' 0X2504 G-55 BX25Z12 G-57 8X25Z14 G-58 a WI& G -5q 0X2506 G-60 8X25Zi6 G-61 8X25C16 G-62 aX25Z16 CB -5 5/16' CBL HS -1 8' OPEN FACE HDR. HS -2 8' OPEN FACE MDR. -_; ■roM0■ (14)10'-5" (26)171-011 . _ .. — = N(20)171-0" FL -24 : 10'-6", (2)FL-24 : 20'-b" en JNCT8 10'-6', (2)JMCT8 20'-6" I o 0 0 ATTACH FLG BRACES TO OPPOSITE SIDE OF TRANSVERSE PARTITION WALLS, TO AVOID PANEL PENETRATION FRONT SIDENALL SPEETING t TRIM @ FRAME LINE A PANELS: 26 Ga. PBR Rev. Roll - Galvalume FAI ❑A C ENLARGED FRAMED OPENINGS FL -24 : 7'-6' FL -24 : T-6' A78 -z' JNCTB :p LLIL- FL-24 : 7'-6' A TRIM REQ'D FOR TRIM REQ'D FOR (2) 3'-6" x 9'-6" F.O.'S (2) 3'-6' x 2'-6' F.O.'S C FL -24 : 10'-6' FL -24 : 10'-6' JHM JXM :p JMCTS n FL -24 : 10'-6' AQ' TRIM REQ'D FOR TRIM REQ'D FOR (2) V-6" x 9'-6" F.O.'S (2) 8'-6' x 2'-6' F.O.'S RFI -5 EC -7 - �9 ao in 71-411 al -6" N 2'-1 3/44' 21, 2'-1 3/4' 21-0" BACKLAP F.O. ELEVS. A ANGLE TABLE FRAME LINE A OID MARK PART 2 BA2X 6X4XI4GA Y4I7-1 V41140 .z WF -2 W12642 SC -1 W12xI4 DJ -3 8X2506 D14-2 8X2506 DH -3 8X2506 E-1 9E14 HD E-2 gE14 ND E-3 gE14 ND E-4 9E14 HD E-5 9E14 HD E-6 9E14 HD G-35 SX2506 G-36 8X25Z16 G-37 8X25CI4 G-38 8X25Z16 G -3q BX25Z12 G-40 BX25C14 G-42 aX25Z16 G-43 SX25CI6 G-44 8X25Z16 G-45 8X2506 G-46 8X25Zi6 G-48 SX25Z16 G-49 BX25Z14 G-50 8X25216 G-51 8X2506 G-52 8X25Z16 G-53 SX25ZI6 G-54 0X2504 G-55 BX25Z12 G-57 8X25Z14 G-58 a WI& G -5q 0X2506 G-60 8X25Zi6 G-61 8X25C16 G-62 aX25Z16 CB -5 5/16' CBL HS -1 8' OPEN FACE HDR. HS -2 8' OPEN FACE MDR. Far GSasm®er service iewes. please contact aced oro TODD FI CEM JIUF RRIM BIL BROOKS AQ BUmDm 3Y8'11BIm ux 10125 SWY. 6 WB3r BATESVNI$ MS. 38606 CA#SM P ENGINEERING SEAL No 40014 This certification covers pats fabricated and: delivered by the manufacturer only and excludes pats such as doors, windows, foundation design and erection of the building. Sealed & wings do not constitute an erg LQrnQnt T that the signed aI gineer Is acting as the f engineer of record for the overall project. PJk"O'P, &OVAL ENODUER ENG BY: JJM CAD N 0�=©©0© V BY: (n CKD BY: CJT O S v O � 713 w LU ■■■E■ � Z ■roM0■ V . _ .. NEEM■ ENG BY: JJM CAD N TJC V BY: (n CKD BY: CJT O S v O � 713 w LU � Z V ENG BY: JJM CAD BY: TJC DET BY: TJC; CKD BY: CJT JOB NUMBER : 817-8510 DWG NUMBER : G 93 of 20 SW BOLT SCHEDULE: GIRT CONN.- L&4 x 1" A307 Bolts (X REQ'D.) 72 GIRT LAP - 4 SPREADER WASHER (I @ EA. LAP)(X REQ'D.) DH— CONN. - 72110 x I" FIN HEAD BOLT(X REQ'D.) SOLDIER COL./RAFTER CONN. - %"0 x lie" A325 Bolts (X REQ'D.) 3'-10" 4'-7" 41-411 cY 41-3" O _I to 41-011 Field Loc. 4'-0" Field Loc. ENLARGED LOUVER F.O.'S A H I I I I I I I I I EC -11 RFI -I RFI -11 RFI -I1 RF3-1 RF2-1 RFI -11 RFI -11 RFI -1 SC -2 GIRT 3'-1 3/4" 1 LAPS 3'-1 3/4' 1'-011 BACKLAP FL-18AL 3'-1 3/4' 3'-I 3/4' 3'-I 3/4' 3'-1 3/4'+_ 3'-I 3/4' 1_ 3'-1 3/4" 3'-i 3/4' 3'-I 3/4" 3'-i 3/4' 3'-i 3/4' BACK SIDENALL FRAMING @ FRAME LINE F (Gutter with 10 downspouts) FL -18C : 10-0, (II)FL-18C : 204", FL-lq : 104", (11)FL-19 : 20-01 (74)FL-IBE 3'-1 3/4' 3'-I 3/4' 3'-I 3/4' 3'-1 3/4' ERECTION NOTES MITER GUTTER TO GUTTER @ SKEWED WALL ATTACH FLG BRACES TO OPPOSITE SIDE OF TRANSVERSE PARTITION WALLS, TO AVOID PANEL PENETRATION BACK SIDENALL SHEETING t TRIM @ FRAME LINE F PANELS: 26 Ga. PBR - Polar White FL -31F FL -31F FL -31 20'-6" FL -31F FL -31F FL -33 O/S SEE SIDEWALL ELEVATION FOR QUANTITY *EVENLY SPACE ALONG SI DEWALL* (SEE G40 DETAIL) FL -24 : 7'-6' TRIM REQ'D FOR (2) 4"-0" x 4'-0" F.O.'S FOR LOUVERS SEE LT23, LT24, 4 LT25 ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturr only and excludes parts such as doors, whdom, foundation desigi and erection of the building. Sealed drawings do not constitute an area neat that the signed enginer is acting as the engineer of record for the overall project. ENG_ BY: JJM :14 It.- N TJC DET BY: TJC CKD BY: CJT O LO a C) m � m c+n J •� J M.".. . - ■ENEM ■■►Z■ • MMMMM ■►Z3I■roIN MEMEN LU z V � 111111" 1 MIND■ O_11111 ENG_ BY: JJM GAD N TJC DET BY: TJC CKD BY: CJT O LO a C) m � m c+n J •� J LU z V � ENG_ BY: JJM GAD BY: TJC DET BY: TJC CKD BY: CJT JOB NUMBER B17-8510 DWG NUMBER G 94 of 20 0 ERECTION NOTES I I I I J C I EC -2 EC -3 EC -4 EC -5 EC -6 131-0" l 12'-0" 8'-0" GIRT 21-1 3/4—� 21-I 3/4—�— LAPS 21-1 3/4, 21-1 3/4' i m M I Fn I '� 121-011 BACKLAP LEFT ENDNALL FRAMING @ FRAME LINE 1 FL -16 : 10'-6", (4)FL-16 : 20'-6" N N ►n Ln N In In c0 coLnLO Ln m' 1 V �T to (3)HT2 : 20'-6", HT2 : 104" (Field Cut) 21-1 3/4, 11 1 m m m1 ►n cn1 v cn A. cn cn7Q CO - 1 _ CO co N 1 j a' 1 1 In L11 ►n to �!R HT6 : 12'-6' 1 JHCT8 : 12'-6' r I Li0 i LEFT ENDNALL SPEETING t TRIM @ FRAME LINE 1 PANELS: 26 Go. PBR - Polar White MITER RAKE TO GUTTER EW BOLT SCHEDULE: AND 145W TRIM GIRT CONN.- 724 x 1" A307 BottsX REQ'D.) LIGHT RAFTER INTERM. CONN. - %" 0 x IVA325 Bolts (X REQ'D.) LIGHT RAFTER INTERM. CONN. - 54110 x I?," A325 Bolts (X REQ'D.) EW COL. TO LIGHT RAFTER CONN. - J2"O x 11/4" A325 Bolts (X REQ'D.)(w/X WASH.) FLG. BRACE CONN.- y," m x I" A307 Bolt (X REQ'D.) DH— CONN. - Y2"0 x 1' FIN HEAD BOLT(X REQ'D.) wmUl: ;121111 This certification covers parts fabricated and delivered by the manufacturer only ad excludes parts such as doors, windows, Foundation design and erection of the building. Sealed drawings do net constitute an agreernalt that the signed eng' w is acting as the cNine • of record for the overall project. oil 6) 1 • ti IM 1'I• 10125 HWY. 6 W= BATESVRIB. M& 38606 CAN 8958 ��vasersrrrr��s P No 400 14 STA 17 Pkdi�3 ]Wr;& It�INCiINJ61l�t ENG BY: JJM CAD BY: TJC V BY: (n CKD BY: CJT O �I. • . • ■■■■■ • ■■■■■ o ■ FIR ■►1■ L1 • • ■■■■■ z 7 V I, 1 ■■■■■ a_mmill ENG BY: JJM CAD BY: TJC V BY: (n CKD BY: CJT O w L1 I z 7 V ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT JOB NUMBER : 817-8510 DWG NUMBER C EP5 of 20 221-011 r -m , 23'-0" 92'-0" Out -To -Out Of Steel M 22'-0" za 12 F.O. I J E j C I I I I ELEVS. EC -7 1 EC -8 EC -9 EC -10 EC -11 31-611 3 1' 81-011 1-6111 I V-4 0 0 0 GIRT 2'-1 3/4' 21-1-3/41+ -- 2'-1 3/4�— LAPS 2'-1 3/4' 2'-1 3/4' 2'-1 3/4' RIGHT ENDWALL FRAMING @ FRAME LINE 12 z � 1 1 o 0 CV CN PANEL LAP PARAPET BACK S1-{EETING t TRIM @ LINE 12 PANELS: 26 Go. PBR - Galvalume (As Viewed From Outside Of Building) m - - b RIGHT ENDWALL SPEETING t TRIM @ FRAME LINE 12 EW BOLT SCWEDULE: PANELS: 26 Go. PBR - Rev. Roll Galvalume GIRT CONN.- 72"O x 1" A307 BottsX REQ'D.) LIGHT RAFTER INTERM. CONN. - %" 0 x 1s4" A325 Bolts (X REQ'D.) EW COL. TO LIGHT RAFTER CONN. - y2"0 x 1y4" A325 Botts (X REQ'D.)(w/X WASH.) FLG. BRACE CONN.-"� x 1" A307 Bolt (X REQ'D.) DN_ CONN. - 7 b2"0 x 1 FIN HEAD BOLT(X REQ'D.) PARAPET COL. TO EW COL. CONN. - &4 x IY4' A325 Bolts (X REQ'D.) FL -24 : T-6" FL -24 : 1-6" ch FL -24 : T-6" TRIM REQ'D FOR TRIM REQ'D FOR (2) 3'-6' x q'-6" F.O.'S (2) 3'-6' x 2'-6" F.O.'S A NINEERING SEAL This certification covers parts fabricated and delivered by the manufactura only and excludes parts such as doors, windows, foundation design and erection of the building. Sealed drow'ugs do not constitute an ag+eanent that the signed aginew is acting as the engineer of record for the overall project. ,.i . ,1 if, . jiSI,'IM , YI ENG BY: JJM CAD W TJC 0�=©00© BY: (n CKD BY: CJT O v O � 10 11111 fun LL •o J v 0 v - _- ,L .. - ■■■■■ 3 ■■►Zo5■ W � .. ■■■■■ Z ■►5■►Z�■ .. ■■■■■ ONE Ann a_,,,,l ENG BY: JJM CAD W TJC V BY: (n CKD BY: CJT O v O � fun LL •o J v 0 v - ,L 3 W � Z V ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT JOB NUMBER : 817-8510 DWG NUMBER G E6 of 20 ,Q 3/8"3 7/8° 12 12'-9 11/16" Out -To -Out Of Steel & 2 13/16" SC -2 EC -2 ERECTION NOTES MITER GUTTER TO RAKE t GUTTER SKEWED FRAMING EW BOLT SCHEDULE: GIRT CONN.- Y m x 1" A307 Bolts (X REQ'D.) SKEWED RAFTER CONN. - �4"m x 2Y2' A325 Bolts (X REQ'D.) V FL -18C : 20-0, FL-iq : 204", (3)OG5I Y (sI") U T Panel Start SKEWED SHEETING AND TRIM PANELS: 26 Go. PBR - Polar White ENGINEERING SEAL This artificatian covers ports fabricated and delivered by the manufacture' only and excludes parts such as doors, widow, Foundation design and erection of the WON. Sealed &m rgs do not constitute an agreemeit that the signori engiw is acting as the eNirmer of record for the overall project. ANGLE TABLE SKEW I OD MARK PART 1 I BAI 2X4X14GA RFI -200 W12xIq DJ -200 8X25CI6 DJ -201 8X25C16 G-200 8X25CI6 ,.. � 1 1 ' I. M;I•�' I16V ii-1��.;� 10123 SWY. 6 WBST HATESVUJA MS. 38606 111,1i9m'em G' No 4SC14 11� I PR1XINAL ffiNONEM V CAD � TJC DET BY: TJC CKD 0 0 S v "D N V v � � ■■■■■ w Uj ■■■■■ z U ■►.4■►5■ .. ■■■■■ MESON o=milli V CAD � TJC DET BY: TJC CKD 0 0 S v "D N V v � � w Uj z U ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT JOB NUMBER : 817-8510 DWG NUMBER : C 97 of 20 SPLICE PLATE 4 BOLT TABLE cn Stiff Plate Size Mark Mark Width Thick Length RFI -1 St- 1 2 1/2 3/8" 36" Qt 3 1/2 1/4" 46" FLANGE BRACES: Both Sides(U.N.) FBxxB(I) 30.9/20.0 0.188 B - I NNI25 6 x 5/16" x 126.0 FLANGE BRACE BOLT SIZE: Y2"0 x I" A307 13OLTS (216 REQ'D) Mark Top Bot Int Type Dia Length Width Thick Length SP -1 4 4 2 A325 7/8" 2 3/4" 6" 3/4" 4-0 3/8" SP -2 4 4 2 A325 3/4" 2 1/2" 6"5/8" 52.3 3'-6 5/16" SP -3 4 4 0 A325 5/8" 2" 8" 1/2" 2'-101/4" SP -4 4 4 2 A325 7/8" 2 3/4" 8" 3/4" 4'-6 9/16" STIFFENER TABLE cn Stiff Plate Size Mark Mark Width Thick Length RFI -1 St- 1 2 1/2 3/8" 36" RFI -5 St- 1 3 1/2 1/4" 46" FLANGE BRACES: Both Sides(U.N.) FBxxB(I) 30.9/20.0 0.188 B - I NNI25 6 x 5/16" x 126.0 FLANGE BRACE BOLT SIZE: Y2"0 x I" A307 13OLTS (216 REQ'D) D # REID. @ F.L. 6 x 1/4" x 240.4 3 4 11 ONLY 120.0 �1 /211 L N 4 2@2'-5" N N 12 6 x 5/16" x 126.0 15 @ 4'-10" FB18B FB205 F13265 F5`115(1) O1) ----------- RFI -2, RFI -21 N CL -r Irl (I II Ln N cn 6 x 1/4" x 244.6 6 x 3/8" x 203.5 36.0/36.0 0.313 N 6 x 1/4" x 44.0 1 40.0/30.q 0.250 100.6 6 x 1/4" x 332.q 6 x 5/16" x 107.0 30.9/20.0 0.188 120.0 6 x 5/16" x 126.0 6 x 1/4" x 114.5 20.0/27.0 0.188 D �+ 6 x 1/4" x 240.4 27.0/34.0 0.135 120.0 _� Z' V 120.0 6 x 5/16" x 126.0 6 x 5/16" x 126.1 2q.8/26.0 0.188 V 6 x 1/4" x 100.9 6 x 1/4" x 100.9 26.0/27.q 0.188 Ck 8 x 1/4" x 114.0 8 x 1/4" x 114.0 O 131.5 8 x 5/16" x 201.3 8 x 5/16" x 137.5 30.0/46.0 0.250 63.8 8 x 5/16" x 63.q 46.0/46.0 0.313 52.3 _1 CID 8 x 5/16" x 240.3 46.0/10.0 0.250 237.7 Clear +/- -0" Mark RFI -1, RFI -11 RFI -2, RFI -21 RFI -3 RFI -4, RFI -41 RFI -5, RFI -51 F5195 F5155(1) 10.0/36.0 0.250 201.9 6 x 1/4" x 244.6 6 x 3/8" x 203.5 36.0/36.0 0.313 44.2 6 x 1/4" x 44.0 CKD 40.0/30.q 0.250 100.6 6 x 1/4" x 332.q 6 x 5/16" x 107.0 30.9/20.0 0.188 120.0 6 x 5/16" x 126.0 6 x 1/4" x 114.5 20.0/27.0 0.188 120.0 � 6 x 1/4" x 240.4 27.0/34.0 0.135 120.0 34.0/29.8 0.135 120.0 6 x 5/16" x 126.0 6 x 5/16" x 126.1 2q.8/26.0 0.188 106.9 6 x 1/4" x 100.9 6 x 1/4" x 100.9 26.0/27.q 0.188 120.0 8 x 1/4" x 114.0 8 x 1/4" x 114.0 27.q/30.0 0.250 131.5 8 x 5/16" x 201.3 8 x 5/16" x 137.5 30.0/46.0 0.250 63.8 8 x 5/16" x 63.q 46.0/46.0 0.313 52.3 S x 5/16" x 54.0 8 x 5/16" x 240.3 46.0/10.0 0.250 237.7 8 x 1/4" x 290.0 � FB9B(1) M I CL N RIGID FRAME CROSS SECTION @ FRAME LINE 3 4 5 9 10 11 INTERIOR FRAME F814B(1) RFI -41 RFI -41 Af* REQ'D. @ F.L. 3 4 11 ONLY 4 @ 2'-4 1/8" FB27B ss '�7 or a ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design and erection of the building. Sealed drawings do not constitute an ageanent that the signed engineer• is acting as the enngirner of record for the overall project. N O _1 CD 3'-10` If For cutoma Saviice ii WOW please coo" of the Eollo�viio� TODD FISCHM JEFFRPM BHL BROOKS Acs DURXI (i SYST®1M LLC 10125 ERM 6 W1W BATESVIIIA ]W& 38M ,:ts'Isg 4St a P r °err - I PZtOFBSSIONAL ffiMDUM ENG BY: JJM - .- BY: O�C©©13 DET BY: TJC CKD BY: CJT O v O � 10 � 111 cn � • O 1-1- -1 LL ■►Z N � .. - OMENS • ■ENE■ Z kn V ■►SNCIRM ■ENE■ ■MMQ4M . ■■■■n' O_11111 ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT O v O � � m cn � • O 1-1- -1 LL O N � Z kn V ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT JOB NUMBER 817-8510 DWG NUMBER: C U8 of 20 SPLICE PLATE 4 BOLT TABLE CAD BY: TJC 00©©130 MEMBER TABLE TJC CKD BY: CJT O Mark Web Depth Web Plate Outside Flange Inside Flange Mark Toy Bot Int Type Dia Length Width Thick Length Start/End Thick Length W x Thk x L th W x Thk x Len th SP -1 4 4 2 A325 3/4" 2 I/2" 8" 5/8" 4'-6 3/8" RF2-1 10.0/36.0 36.0/36.0 0.250 0.313 196.0 50.2 8 x 5/16 x 244.7 8 x 1/4"x44.1 8 x 3/5 x 197.6 SP -2 4 4 2 A325 3/4" 2 I/2" 8" 5/8" 3'-2 3/8" RF2-2 46.0/20.0 0.250 221.0 8 x 1/4" x 213.1 8 x 5/16" x 107.7 SP -3 4 4 2 A325 5/8" 2" 8" 1/2" 4'-2 5/8" _ .. 20.0/25.0 0.188 120.0 8 x 5/16" x 120.0 8 x I/4" x 114.8 SP -4 4 4 2 A325 7/8" 2 3/4" 8" 3/4" 4'-4 7/16" 25.0/30.0 0.135 120.0 8 x 3/8" x 126.0 S x 1/4" x 114.1 ■ENE■ Z N ■1.VIN0 8 x 5/16" x 126.1 STIFFENER TABLE M .. RF2-3 30.0/44.0 0.188 226.9 8 x 3/15" x 126.0 8 x 5/16" x 126.2 Stiff Plate Size ■■■►5■ 8 x 5/16" x 100.9 S x 1/4" x 101.1 Mark Mark Width Thick Length RF2-4 44.0/41.6 0.250 60.0 8 x 1/4" x 114.0 8 x 1/4" x 251.7 41.6/34.0 0.250 191.5 8 x 5/16" x 143.5 8 x 5/16" x 64.7 RF2-1 St- 1 3 1/2 1/4" 36° 34.0/44.0 0.250 65.8 8 x 1/4" x 59.8 RF2-5 St- 1 3 1/2 1/4" 44" 1 RF2-5 44.0/44.0 0.313 50.2 8 x 1/4" x 52.0 8 x 3/8" x 242.2 44.0/10.0 10.250 1 239.8 1 8 x 1/4" x 290.0 FLANGE BRACES: Both Sides(U.N.) FBxxB(1) ■ENEM 0_emill B - L2x2xl25 FLANGE BRACE BOLT SIZE: V'0 x 1" A307 BOLTS (UNO) (12 REQ'D) $ FLANGE BRACE BOLT SIZE: V'0 x 1 1/4" A325 BOLTS (4 REQ'D)(w/(8) 1/2" WASHERS) 2 @ 4'-8 1/4" 164'-10" 4'-4 7/16" � 12 FB17B(1) FB225(1) F5105(1) F5248(1) ----- -------------------- FB55(Q F568(1) ------- " ---------- N7----------- ------------ ---------- -- _ co FB255(1) ------------ - ----------- - 1 ' RF2-2 RF2-3 RF2-4 I I I I N N i cn cn �t ' _1 1 � N I I _Lo I m I I CV I Lo I _ -a\O Cv I �C - + i cv`� 1 I1 mi p"G 1 awe + o ml III I I III ? 8" 1 131-014" 83'-10 11/16" RIGID FRAME CROSS SECTION @ FRAME LINE 6 INTERIOR FRAME ENGINEERING SEAL This certification covers pats fabricated and delivered by the mmufacturer only and excludes parts such as doors, wvdows, fm&ion d6gi and erection of the building. Sealed drawings do not constitute an agraene t that the signed egineer is acting as the engineer of record for the overall project. V-8 Fay Cud=ff seryke iiewee. plane ooatad one of toTODD PECKER EoBoavio� JEFF RRgW BHL BROOKS AC[ BUIIam sys Ems, me 10125 HWY. 6 WER SAIESVEULA MS. 38606 CA6 8958 . a�aasazi�ir�i c Pu 4 910 '14 r ,.: 0 rRoi�ssi`:n� ENG BY: JJM CAD BY: TJC 00©©130 BY: TJC CKD BY: CJT O S v O � 1011111 LL - ■►IA00M■ 3 .. _ .. NEEM■ N ■■roroM w w ■ENE■ Z N ■1.VIN0 0 M .. ■E■■■ ■■■►5■ ■ENEM 0_emill ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT O S v O � LL - 3 .� N w w O Z N V ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT J0B NUMBER 817-8510 DWG NUMBER G 99 of 20 SPLICE PLATE 4 BOLT TABLE • Start/En T ick Length W x Thk x lenath W x Thk x Length RF3-1 Qt 196.0 8 x 5/16 x 244.7 8 x 3/8 x 197.6 O Mark Top Bot Int Type Dia Length Width Thick Length SP -1 4 4 2 A325 3/4" 2 1/2l 80 5/8 4'-6 3/8" SP -2 4 4 2 A325 3/4" 2 1/2" 8" 5/8" 3'-2 5/16" SP -3 4 4 2 A325 5/8" 2' 8" 1/2' 4'-4 5/16' SP -4 4 4 2 A325 7/8" 2 3/4" 18" 3/4" 4'-4 7/16' STIFFENER TABLE 60.0 8 x 1/4" x 245.5 8 x 1/4" x 114.1 3Tcn•� Stiff Plate Size 191.5 S x 5/16' x 71.8 8 x 5/16" x 137.6 Mark Mark Width Thick Length 0 8 x 5/16" x 64.7 RF3-5 RF3-1 St- 1 3 1/2 1/4" 36" 8 x 5/16' x 52.1 8 x 5/16" x 242.2 w RF3-5 I St- 1 3 1/2 1/4" 44" Q .. [ it/ N .. nAAA .. ■■■■■ 7FLANGE BRACES: Both Sides(U.N.) FBxxB(1) V ■►.0■►5■ B - L2x2x125 .. - FLANGE BRACE BOLT SIZE: �"m x 1" A307 BOLTS (UNO) 26 REQ'D) $ FLANGE BRACE BOLT SIZE: y2'0 x 1 1/4' A325 BOLTS (2 REQ'D)(w/(4) 1/2" WASHERS) Q1/2" 4112-4 7/1611 IFB65(11) F5105(1) F555(1) ";7 _--- F825B(1) n ----------------- -------------�.--------- �.---------- vl � II II u' v 0 8" I.1 3'-0'4" to + c 2 N N 83'-10 11/16" Clear +/- Mark • Start/En T ick Length W x Thk x lenath W x Thk x Length RF3-1 10.0/36.0 0.250 196.0 8 x 5/16 x 244.7 8 x 3/8 x 197.6 O 36.0/36.0 0.313 50.2 8 x 1/4" x 44.1 s RF3-2 46.0/20.0 0.250 221.0 8 x 1/4" x 213.1 8 x 5/16" x 107.7 o 20.0/30.0 0.188 240.0 8 x 5/16' x 246.0 8 x 1/4" x 114.8 8x1/4"x114.1 m 8x5/16"x126.1 RF3-3 30.0/44.0 0.188 226.9 8 x 5/16" x 226.9 8 x 5/16" x 227.3 RF3-4 44.0/41.6 0.250 60.0 8 x 1/4" x 245.5 8 x 1/4" x 114.1 3Tcn•� 41.6/34.0 0.250 191.5 S x 5/16' x 71.8 8 x 5/16" x 137.6 34.0/44.0 0.250 65.8 0 8 x 5/16" x 64.7 RF3-5 44.0/44.0 0.313 50.2 8 x 5/16' x 52.1 8 x 5/16" x 242.2 w AA AAAA Anon nonQ Q .. [ it/ N .. nAAA .. -3 RIGID FRAME CROSS SECTION @ FRAME LINE 7 INTERIOR FRAME FB24B(I ) N F1316B(1) 4'-8 1/4' 1' FB235 ENGINEERING SEAL This certirication covers ports fdmcated and delivered by the manufacturer only and excludes parts such as doors, whlows, Foundation desigi and erection of the buildiN. Sealed drawirgs do not constitute an ag+eanent that the signed engiirew is acting as the eng'rww of record for the overall project. CL N m Lit 3'-8 co cn m m cn AQ stmp iGt 3Y8'1m63, ILC 10175EWY.6WWr RATESV�II�1A M& 38M {, g 3 lT77`p r Y 40014 A FIR ENC MgEE t ENG BY: JJM GAD BY: TJC DET BY: TJC GKD BY: CJT O s o 60 O � m� m V LL_ O N � 3Tcn•� .. - ■■■■■ 0 ■■►ZoZ4■ w � .. ■■■■■ z V ■►.0■►5■ .. - ■■■■■ • ENG BY: JJM GAD BY: TJC DET BY: TJC GKD BY: CJT O s o 60 O � m� m V LL_ O N � 3Tcn•� 0 0 w � z V ENG BY: JJM GAD BY: TJC DET BY: TJC GKD BY: CJT JOB NUMBER 817-8510 DWG NUMBER: G EP10 of 20 LO LnI o ; I N �n 23' -0" i—on '-0" OUT - I on n PC -3 PG -2 GIRL 13'-1 3/4" 13'-1 3/4" LAPS 3'-13/4" 3'-13/4" PARTITION FRAMING (F. L. 6) sZa - .- BY: I 1 DET BY: TJC CKD 4 I v I I. U- U- v n n PC -I L 1'-011,I d 12'-0" d 10'-0" d 13'-1 3/4" 3'-1 3/4"' 1/2"t�, 12 F. EW BOLT SCWEDULE: GIRT CONN.- Y200 x I" A307 Bolts (X REQ'D.) GIRT LAP - Y2"O SPREADER WASHER (1 @ EA. LAP)(X REQ'D.) EW COL. TO R.F. RAFTER - %"0 x 2Y2" A325 Bolts (X REQ'D.) DSI- CONN. - Y2110 x 1" FIN HEAD BOLT(X REQ'D.) 4 4 I (3)NT2 : 20-6" 15'-0" 771-0" PANELS: 26 Go. PBR Rev. Roll Galvalume PANELS: 26 Co. MR Polar White PARTITION SPEETING t TRIM ENGINEERING SEAL This certiflod n covers pats fabricated and delivered by the manufactum only and excludes pats such as doors, wrdm, foundation desigi and erection of the building. Sealed dra *qs do not constitute an aramwt that the siped eng'irw is acting as the eng'moa• of record for the overall project. ENG BY: JJM - .- BY: 0�0©00© DET BY: TJC CKD BY: CJT v O � m � m 1 -1 - CZ � 3 .� • . - ■■■■■ ■■►�R►1/■ w z • ■■■■■ V a_ ■►-'■►-,■ .._ ■■■■■ r ■■■■II O_,,,0 ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT v O � m � m 1 -1 - CZ � 3 .� w w z N V ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT JOB NUMBER 817-8510 DWG NUMBER: G 911 of 20 LO U) Lo N Lo 1/2" 12 21-411 77'-0" OUT -TO -OUT OF STEEL D G B 23'-0" 23'-0" 23'-0" nll ,I /111 J L1 PC -4 10'-0" 12'-0" �, �,1'-0" GIRT 3'-1 3/4" LAPS 1 3/4" 4 O J_ PC -5 3'-1 3/4'� 3'-1 3/4" PARTITION FRAMING (F. L. 7) (4)FL-49A @ 20'-6" 4 1 PC -6 3'-1 3/4'+ 3'-1 3/4" (3)HT2:20'-6" J1 PARTITION SPEETING t TRIM PANELS: 26 Go. PBR - Polar White 1 PC -7 0 I i I i i I � 1 , a i f2i Li U i i I i i i i i I- N BACKLAP o EW BOLT SCHEDULE: GIRT CONN.- Y2"m x 1" A307 Bolts (X REQ'D.) GIRT LAP - Y2"O SPREADER WASHER (1 @ EA. LAP)(X REQ'D.) EW COL. TO R.F. RAFTER - s44 x 2Y2" A325 Bolts (X REQ'D.) DH_ CONN. - Y2"0 x 1" FIN HEAD BOLT(X REQ'D.) ENGINEERING SEAL This certification covers parte fabricated and delivatid by the manufacturer only and excludes parts such as doors, windows, foundation design and stiction of the build'Irg. Sealed drowirgs do not constitute an agtiarnant that the signed ugineer is acting as the engineer of record for the overall project. 1 41.111: Y 11.• 1 11 111 II ', li. It �•i• ENG BY: JJM - . -MI E]�M©©0© DET BY: TJC CKD BY: CJT 1011111 II • ■■■■■ O N a ■►o■po■ w � .. - - - ■■■■■ Q Z c~n ■■■►5■ 1 ■l■■■ 0_mmill ENG BY: JJM CAD N TJC DET BY: TJC CKD BY: CJT O N w � Q Z c~n V ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT J0B NUMBER 817-8510 DWG NUMBER C EP12 of 20 '-2 1/2" '-2" '-0" 1_o" o v `r G-85 -1 = '1t O N 1 G-83 20'-0' OUT -TO -OUT OF STEEL 1'-0" 19'-0" , „4" HJ L L IPC -17 PC -8 2'-0" I I. 12'-0" 6'-0" PARTITION 4 FRAMING (G. L. A.8) T�T FL-iq : 20'-6" �i `ri `moi O O O I %f7 Lb if)1 Z) FL -24 @ 12 -6 JHCT8 : 12'-6' T__ O _1 1` PARTITION 4 SHEETING t TRIM PANELS: 26 Ga. PBR Rev. Roll Galvalume v 0 1 A. 8" ,,f:�11/2" 12 -2 1/2" -2" 15'-0" 1 OUT -TO -OUT OF STEEL VO H H PC -8 SC -1 PARTITION 3 FRAMING (F. L. 8) I 1/2" Me FL-4qA @ 20'-6' 12 6 1 0 1 (� _ Q t� I LO LO LP LL a- a 1 � o LJ N O_ _1 r PARTITION 3 SHEETING $ TRIM PANELS: 26 Go. PBR Rev. Roll Galvalume EW BOLT SCHEDULE: GIRT CONN.- J2"O x i" A307 Bolts (X REQ'D.) SOLDIER COL./RAFTER CONN. - %"0 x Q2" A325 Bolts (X REQ'D.) DH_ CONN. - y2"m x 1" FIN HEAD BOLT(X REQ'D.) ENGINEERING This certification cover's pats fabricated ad delivered by the manufacturer only and excludes ports such as doors, windows, foundation design and erection of the bla*q. Sealed dr'aurirgs do not constitute m ag wnent that the signed en*zw is acting as the enginoa' of record for the overall project. _ �I,1 JILL - I 1 I I I 1 I 1 1 0 I N I 1 I G-010 G -q0 DET G -q0 TJC G-90 BY: G-aq O ASONR H H PC -8 SC -1 PARTITION 3 FRAMING (F. L. 8) I 1/2" Me FL-4qA @ 20'-6' 12 6 1 0 1 (� _ Q t� I LO LO LP LL a- a 1 � o LJ N O_ _1 r PARTITION 3 SHEETING $ TRIM PANELS: 26 Go. PBR Rev. Roll Galvalume EW BOLT SCHEDULE: GIRT CONN.- J2"O x i" A307 Bolts (X REQ'D.) SOLDIER COL./RAFTER CONN. - %"0 x Q2" A325 Bolts (X REQ'D.) DH_ CONN. - y2"m x 1" FIN HEAD BOLT(X REQ'D.) ENGINEERING This certification cover's pats fabricated ad delivered by the manufacturer only and excludes ports such as doors, windows, foundation design and erection of the bla*q. Sealed dr'aurirgs do not constitute m ag wnent that the signed en*zw is acting as the enginoa' of record for the overall project. _ �I,1 JILL ENG BY: JJM - •- 0�0©©0© DET BY: TJC CKD BY: CJT O V O � m .. - ■■■■■ IL ■■■■■ LU a ■►Z14■►ZR■ z cr7 ■■■■■ ■■■►5■ 11111"I'l ■I■■■ a_,,,,, ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT O V O � m LU z cr7 V ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT J05 NUMBER : 817-8510 DWG NUMBER G 913 of 20 8 TV -ON I'-0" lq'-0"727'-0" n12jjrr2;'0 LAP �n �m'mmM1 (2)FL-24 @ 20'-6" N N FL -24 @ 7'-6" m, ®i 79 CSIC4 ' N C4 1 1 ^ LL LL FRONT SIDENALL LINER SHEETING t TRIM: FRAME LINE A PANELS: 26 Ga. PBR - Polar White (As Viewed From Inside Of Building) 1 6 7 12 1'-011 26'-0" 1'-0" 11-011 Ln BACKLAP i i 1 1 i i i i i (9)131-3" FL -24 @ 20-6" I C FL -24 @ 71-6" o 1 BACK SIDENALL LINER SHEETING t TRIM: FRAME LINE F PANELS: 26 Ga. PBR - Polar White (As Viewed From Inside Of Building) FL -24 @ 7'-6" CAD BY: TJC DET BY: ,,W^^ CKD BY: CJT O 1 U_ I.L I 1 Ul LL FL -24 @ T-6" � LINER TRIM REVD FOR (2) 4"-0" x 4'-0" F.O.'S FOR LOUVERS SEE LT23, LT24, 4 LT25 ENGINEERING SEAL This certification covers parts fabricated and delivered by the r► aWocturer only and excludes parts such as doors, windows, Foundation design and erection of the building. Sealed drawings do not constitute an oreanent that the si* engineer is erg as the aygincer of record for the owall project. 1 - 41.11/. 41.1 .(`11 II II,I,1 II M ENG BY: JJM CAD BY: TJC DET BY: ,,W^^ CKD BY: CJT O v o � 12 m . 1 a ■►5■►5■ • . - - ■OMEN 11 ■■QRQvRM "' Ell ■■■E■ U .. ■■N■■ I� ■ENEM 0_11111 ENG BY: JJM CAD BY: TJC DET BY: ,,W^^ CKD BY: CJT O v o � 12 m LU "' z U ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT JOB NUMBER 817-B510 DWG NUMBER C EP14 of 20 1 A 226'-0" OUT -TO -OUT OF STEEL A 6 7 [Ai qq'-0" 281-0" qq'-011 11-0111FIC 26'-0" I'-0" (2)FL-30 @ 14'-6" (2)FL-30 @ 14'-6" FL -30 @ 20'-6" 1'-0" 01 27'-0" 20'-0" 5'-0" D A a D qq'-0" 28'-0" 25'-0" 741-0" ROOF LINER Sa4EET I NG PLAN PANELS: 26 Go. PBR - Polar White ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufactuar only and excludes parts such as doors, windows, fardation design aid enoction of the building. Sealed drawings do not constitute an agremwd that the signed engineer is acting as the engineer of record for the overall project. i 1:1: - I , I 1 � TJC 0�=M01313 0 1 TJC CKD BY: CJT _ S Lp 1 Tb 1 m 1 X- -oil 1 " ■►ZR■►Z4■ B CK P • : 1 ■■■■■ w ■■QRQR0 w � ■■■■■ FL -24 @ 3'-6" I 1 # MOM # FL -22 @ 10-6" ■■■■■ U Ecd I 1 ,* 1 = - 2'-0" 2'-0" ■■M!A!■ B CKL P B CK P FL -30 @ 20'-6" 1 � 1 ISL 1 1 i n (2)FL-30 @ 14'-6" FL -30 @ 20'-6" 1'-0" 01 27'-0" 20'-0" 5'-0" D A a D qq'-0" 28'-0" 25'-0" 741-0" ROOF LINER Sa4EET I NG PLAN PANELS: 26 Go. PBR - Polar White ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufactuar only and excludes parts such as doors, windows, fardation design aid enoction of the building. Sealed drawings do not constitute an agremwd that the signed engineer is acting as the engineer of record for the overall project. i 1:1: ENG BY: JJM - BY: TJC 0�=M01313 BY: TJC CKD BY: CJT _ S 1011111 m� m ■►ZR■►Z4■ • - ■■■■■ w ■■QRQR0 w z ■■■■■ V MO MOM • ■■■■■ ■■M!A!■ 0mmmill ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT _ S m� m w w z V ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT JOB NUMBER 81? -8510 DWG NUMBER G 915 of 20 0 22'-113/4" 1'-0" 1/8" CLEAR +/- 25'-0" 0 5 Far cadomw Service ieeoee. 0' WIND BENT ELEVATION: FRAME LINEA 10 z p1m conw=offt TODD FL9(Jiiffit J1W RIPP'136 BUL BROOKS ENGINEERING SEAL This certificatim cowers ports Fabricated and delivered by the manufacturer only " excludes parts such as doors, ardom, Foundation design and erection of the building. Scaled drawrngs do not constitute m agreernent that the si* engineer is acting as the engineer of mcord for the overall project. ENG BY: JJM CAD N TJC 0�=M00© BY: (n CKD BY: CJT O _ S v O � 101111 3 m ►Z4■►ZR■■ 70 ■►Z,■►Z�■ H... . ■■■■■ Z ■■■■■ V ■►5■►5■ .. ■■■■■ ■■■O■ a_millm ENG BY: JJM CAD N TJC V BY: (n CKD BY: CJT O _ S v O � 3 m 70 Z V ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT J05 NUMBER : 817-5510 DWG NUMBER: C 916 of 20 #12 x 1-1/4" S.D. Screw w/o Washer @ Each Support (2) 1/2" x I" A307 Bolts ---- - ------------------------- o *1 Purlin SAI Rake Angle 0 O i i0in Endwall Rafter i 10 Steel 1/2"x I" A307 Bolts Plan See L(L OF Rafter '✓ Mill Rafter w/ Fig Brace Light Endwall -Jamb (DJ -201) 1/2" x I" A307 i1 O o ' Bolt (TYP) I Endwall 02 3 , Column -vr3 i Girts to Mill Column Skewed Condition 1/2" x i" A307 Bolt (TYP), MMMN FIELD CUT FLG. BRACE @ MASONRY IF REQ'D. L GEE \-WELDED PLATE WALL GIRT }�4 WALL GIRT TO FRAME COLUMN / taves� " X l y4" A325 Bolts R Fr Co Section Elevation ��COLUMNEAVESTRUT TO RIGID FRAME (BY-PASS/NI-SIDE) For All #12 x __" S.D. Screws In Above Details See Chart Below For Length SCREW IN THICK. #12 x 1-1/4 0 - 3 #12 x 1-i/2 4 - 5 112x2 6 Tighten Bolts As Fellows Mill 1) Install Bolts And Tighten As Snug Tight. Endwall 2) Loosen Bolts 1/2 Tum. Rafter 3) Marr Threads At Bolt End Or Tack Weld Nut To Bolt. Rigid Frame "All PARAPET ARM Rafter 1/2" x I" A307 Bolt (TYP) 1 0 0 0 0, Q o 0 Q ---J "All 0 011 3/4" x 2-1/2' A325 ii it Parapet Girts Bons W/ Washers IL -------'1 " P Foch Side Endwall i (2) 5/8" X 1-1/2" Column A325 Bolts Endwall " " Column " VIEW A -A 36 Endwall Column To Mill RafterB7 Partition Column to Rigid Frame Light Endwall Rafter CG6 Sidewall 1'-0" I Girt I I I I ' Corner Column y," x i" Bolt Comer I 0 O I Sidewall (TYP) Column ' Girt Endwall O o I I Girt '0 of --- ------ w -------- ----------1E5301t _Y 0 0 I I x I" 0 u, IIO o(TYP 4" Field Cope Flange At Endwall Girts And Lap SW Girt Endwall And Sidewall Depth Girts If Necessary WALL GIRT TO MILL SECTION D12 CORNER COLUMN (BYPASS ) 1 1/2' AM Bolt* NO OWT or IND COLUMN LnuILDIN. COLUMN �;1D WIND BENT OR WIND COLUMN TO BUILDING COLUMN IS #12 x 1-I/4" S.D. -Eavestrut BBAII� Screw w/o Washer @ Each Support Angle /2'A32Bolts " ----- - Eavestrut 1/2 X 1-1/4 Eavestrut Field Cope Endwall Girt F►ange and Lap Sidewall Girt O i0 0i -------- =�- Endwall Girt WALL GIRT TO MILL SECTION q CORNER COLUMN (BYPASS) 1=q RaAka #12 x 1-1/4" S.D. Angle Screw w/o Washer — @ Each Support Eavestrut 1/A" 1-1/2' ii 1-1/2" H 1 Gusset i Rigid F ige Steal I See Frame Ine Plan Column Column Section Elevation ,� Eavestrut Connection @ EW R/F Column K3 JL't n... - ��J:a:� (2) 1/2" x A325 E Endwo Eavestrut To Mill Rafter �17 Light Endwall Jamb 1/2" x I" A307 Bolt (TYP) Wall Girt J Wall Girt To Jamb Girts to Mill Column Flush Condition Endwall Rafter O O O O Drawing For Bolt d Diameter And Length Endwall Rafter Splice Intermediate BA1 r Rake / Angle #12 x 1-1/4" S.D. Screw w/o Washer @ Each Support ------------------ Wi-Side Eavestrut --------------------------------- (2) 1/2" x 1-1/4" A325 Bolts Mill Endwall Rafter See Of Rafter Plan Eavestrut To Mill Rafter Endwall 8' Column Flange Brace " 3 " f Re4d) 1/2" x 1" A307 ` See Endwall Bolt (TYP) 0 ��Oj. Framing For e Irements - ====t X I" Bolt ' 1 0 I 2 �� �� a i 1 I Cn'P) 0 110 of ------------- -------------- O O `.�0; i 0 ° Sidewall Girt O O / Soldier --------- : (DJ-200) DJamb) Column i Endwall Girt 28" 2" 2" DWALL GIRT TO MILL SECTION Girts to Mill Column 2 ENDWALL COLUMN (BYPASS) Skewed Condition s Flange Braces May Be Regylred On Both Sides SEE ROOF Of Frame. See Rigid Frame Cross Section Drawing For " „ Correct Quantity. 1/2 x 1 A307 Bolt (TYP) 0 0 01 Rigid 1 . Frarries e ---- ° ° -----° 1 Column Fl P o o f `�`�!Brake .� ur In `% Fl " x 2 1/2" A325 3/4" x 2 1/2" rac Bolt (TYP) Iwall Col. /' all Rafter ; Rigid Frame I Rafter # Flange Braces M Be 1 " " Re pined On Both Sides Bolt(TYP)Of Frame. See Rigid Frame Cross Section Drawing For Lo Correct Quantity. G"—)Roof Purlin * Flange Brace Detai Interior Rigid Frame Eavestrut 1/2" X 1-1/4" A325 Bolts Girt- SEE is 2)Sidewall Girt to Interior R/F Column Bypass Condition uild'Ing Ewe Strut Building Ewe Strut • eMas strut typ'�'i al) ESDI cup plow(4) 1/2' x 1 1/4' A3Ztside Bolts w/ Nuts On Ou. (4) 1/2' x 1 1/2' A325 Bolts w/ Nuts At Cap Plate Column Building Save Strut `� Section Elevation 19ypass C°Iwrx1 ,� Eavestrut Connection @ Interior R/F Column J4 Eavestrut Connection @ Interior R/F Column Bypass Condition Bypass Condition w/ESPi Skewed Beam , " x 2 1/2" A325 3/4" x 2 1/2" Pit (TYP) Bolt (TYP) Iwall Col. /' all Rafter ; K4,\ Skewed Beam Attachment Soldier Col. i N,/ --Skewed Beam Skewed Beam Attachment ENGINEERING SEAL This certification covers parts fd ricated and delive -ed by the malufacturw only and excludes parts such as doors, windows, foudation desigl wd erection of the building. Sealed drain s do not constitute an ormnerlt that the signed ergines' is acting as the eNiveir of record for the ovs'all project. !II .&:I Vi AQ BUEAIIIT(i 3y911 ^ LLC 10125 HWY. 6 WEST BATEMLE, MS. 386016 lfiyBeCA& 8 a0 P C F/ fro 4014 •, A PRd1IA1��R11•..°�Ntill�i�t ENG BY: JJM CAD BY: TJC 0=00130 BY: TJC CKD BY: CJT O I S O 1011111 Lo � T C-0 'O LL n o O N � 3 .� • CPLLI ■■■■■ ■■V.4 LLA • ■■■■■ V ■►5010:■ ' • ■■■■■ • ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT O I S O � Lo � T C-0 'O LL n o O N � 3 .� _O CPLLI LLA Z V � ' ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT JOB NUMBER 817-8510 DWG NUMBER C EP17 of 20 1/4-14 x 1" Pancake ZEEColumn or BAi Head S.D. w/o Washer Wall Girt (6) #12 x 1-1/4« S.D. Rafter Web Rake Angle Eavestrut « �W8 i P/0 �� Bracer Washer " 6 O.C. 6 O.C. Cable � #12 x I -I/4 S.D.S. w/o Eavestrut "A" Flat Washer e Washer 0 Each Support WALL PANEL Q HA2 Cable Wrap (2) 1/2" x I" A307 Bolts n Note: Do Not Gut (Loose Clip) I Eyebolt --Nut (6) #12 x 1-1/4' S.D. w O m Header (FL) Flange of Girt to "A"� Slot InsaWtb i. .i .4 Purlin BASE GEE Screws w/o Washer R u Header O Girt Install Header , Eyebolt #12 x _" --------------- A (Field Located) ZEE �iS (If Req d) ZEE Endwall S.D. SCREW --------------- Wall Girt w/Bracer Washers « _ 1 - (6) #12 x 1-1/4' S.D. Wall Girt _ Rafter Rafter Fig (12 O.G.) Saeuxi w/o Washer / i Column or Brace (Field Located) rJ J�+�b Rafter Web 2) 1/2"x 1" A307 Bolts Hillside Washer - Header) „ " Cable O FLa)t 1/HeadxSolts rap,/ Flat Washer HT2 / ---- Cable 1W Jamb J --- Eyebolt Nut - :MASONRY i Elevation View "A -A" ' `Jamb Section "A -A" Elevation Slot In Web Steel i (BY OTHERS) To Insert fine Eyebolt I W/ BASE CEE � See �. OF Rafter Elevation Section w/Hillside Washers Plan L_3 Jamb to Eavestrut L_5 Jamb to ZEE Wall Girt M1 Header to Jamb Q2 Cable Brace Detail X1 Mill Rafter w/ f=ig Brace OSECTION AT BASE Lowside Condition with Girt deader If Re ired Loose HA2 Clips Light Endwall w/Parapet 2 2 All Sonsm we w/ Washers ay All Swale e 'w/ Washers' �I`Ir Unless Noted otherwise *Field Notch Partition Unless Noted Otherwise *Field Notch Partiti-Sdewqll Girt Fig If Required Girt Fig If Re-gyfired 1/4"-#14 x 7/8' S.D.S. 11'ane PBR R PBR WALL P NEL- PBR 1'-0" O.C. Both Legs #12 x _' WALL P PANEL LINER PANEL REV ROLL i WALL PANE i -LINER PANEL S.D. SCREW ( ) (REV. ROLL) i �•t Rev. Roll Outside (12 O.C.) ST STU i P rat eV a Wall or PPariela Wall or Corner Trim BY OTHERS ------- BASE GEE ( i BASE CEE (BY OTHERS) I Partition Partition (SF3) , i ® -- o }--------'---- BASE CEE Girt Wall or Girt Skewed #12 x _" #12 x = #12 x " Wall or Partition Panel S.D. SCREW S.D. SCREW S.D. SCREW ' #12 x " #12 x _« Partition Girt o I I ® -I (12' O.C.) (12" O.C.) (12" O.C.) , S.D. SCREW I S.D. SCREW Girt #12 x _" #12 x _" #12 x _' , - (12" O.C.) I (12' O.C.) S.D. SCREW Stucco S.D. SCREW S.D. SCREW R �O ° Si ewe i (12 O.G.) B others 6(12 O.C.) (12 O.C.) ; Girt -FL-24 ' • .... -FL-24 y ' O :� Jamb G�oldumn #12 x _" Outside Outside ; (DJ -200) MASONRY MASONRY S.D. SCREW Corner Trim Rev. Roll Corner Trim L Rev. Roll ; (BY OTHERS (BY OTHERS) \-JWCT8 (24" O.C.) (CT3) Stucco Partition (FL -2q) Stucco Watl By Others Panels By Others Panels W/ BASE GEE W/ BASE GEE W/ BASE GEE /4"-#14 x 7/8" S.D.S. /4"-#14 x 7/8" S.D.S. 1'-0" O.C. Both Legs 1'-0" O.G. Both Legs SECTION AT BASE SECTION AT BASE SECTION AT HEADER Detail at Outside Corner Trim Detail at Outside Corner Trim SKEWED CORNER TRIM BT5 W/ LINER PANEL BT6 W/ STUCCO BT% W/ STUCCO 4 LINER CT14 See Framing Details for Stell Mernbers Ravi C715 See Framing Details for Steel Members ReWiredCTIb Skewed we Note: For Clarity Of Detail, Note: For Glorify Of Detail, Note: For Clarity OF Detail, Roof Insulation Is Not Shown RwF In"ulation Is Not Shaun #12 x " OOF PANEL RooF keulatian Is Not Skim ROOF PANEL S.D. SCREW : 1/4-14x 7/8' S.D. SCREW OUTSIDE CLOSURE u✓ 3/4' MASTIC « ' W4H SIDE EAVE TRIM � LINER PANEL (12 O.G.) ; (24"O.C.) (T ( B) ' M2 X _' S.D. SCREWS, - 1/4"-#14 x 7/8" 4�`. y(n7 g�Ap 1/4-14 X 7/5' SD.SLREWS b' O.C. " S.D.S. 1'-0" O.G. �® �`� o.� (FL -18E, 30 O.C.) S Vt i V2' HIGH SIDE EAVE TRIM t7 O.C. #12 x 1 1/4 S.D.S. INSIDE CLOSURE uJ 3/4' ( ) LINER PANELEAVE Both Legs OGSI 3i' O.G. !SKEW MASTIC, TOP 4 BOTTOM (*,) « 3/4' STRUT W/O WASHER e9 0 ( ) 112' 'PBR ROOF PANEL MASBA1X (31-01 O.C.) ° V4-14 x 7B' S.D. SCRENT���.� EAVE o (2 STRAP) STRUT #i? x" 1 1/4' S.D.S. ATTACH.— BA2X " UPHILL ROOF PANEL ( 0 O.C.) #i 1 1/4 S.D.S. Outside SAVE TRIM i9 PBR' �F PANEL x12,x _ S.D.SCRENS ROOF BY OTHERS (I� 0�' O.C.) Corner Trim Jamb (R•-) (12 O.C.) VQ X _ S.D.SCRENS LINER ------- (DJ -201) 1/4-14 x 7N S.D. SCREN i X12 x _ S.D. SCREW (b O.C.) (i' O.G.) RPANEL WILL PURLM 51DEWAL I/4-14 x 7/8" S.D.S. BYOTHERS # f LI (SF4) (12' O.L.) O -- O xa x _ S.D. SCREW (12' O.C.) ATTACHMENT 8T OTHERS PANEL (1'-O" O.C.) I� HAK-ON GUTTER (FL -K)— ' #12 x I I/4' 1/4-14 x 7/8' S.D.S. n SAVE STRUT FL -30 SIDEWALL (1'-0' O.C.) E� d it is DOYNSPOIfT (FL -31, i S.D.S. W/0 PANEL r ane ' ---- FIELD -W TO FR GUTTER I PBR WALL PANEL REV. ROLL HWH SIDE SAVE 57RUT WASHER (REV. ROLL FL -30 #12 x " — EndwalI i WALL PANEL x12 x ' S.D. SCREWS, (3'-0' O.C.) OUTSIDE o Da#SV IT STRAP (FL -31F) 1/4-14 x 7/8 S.D. SCREW t7 O.C. CLOSURE RLEGS S.D. 12" O.C.) SCREW i 3� Column ' (1 P EACH DOWNSPOUT) sT O I ( ) 2" GIRT OUTSIDE CLOSURE BT OTHERS G' 3 DEPTH DEPTH (BOTH LEGS) �� V4-14 x 1/8' S.D. SCREW SKEWED CORNER TRIM SAVE SECTION w/GUTTER SECTION AT HIGH—SIDE EAVE P FOR MINER PANELS SECTION AT EAVE SECTION AT HIGH SIDE EAVE GT17 ET1 (SHEETED SIDEWALL) ETq (SHEETED WALL w/STUCCO) (G1�RVMN ROOF HOWN LT7 WALL LINER LTS WALL LINER Note: For Clarity OF Detall, W Irmlation Is Not Shun 1/2' x I' A307 BOLTS (TYPICAL) JAMS 221 M COLUMN #12 x _" S.D. SCREWS FL -24 a EACH GRT LINEAMB TRIM PURLIWGIRT FIELD SLOT PNL. 12" O.C. PBR SILL TRIM TYP) FTjR) AS REQUIRED PBR WALL PANEL LINER PANEL�R FL -24 PBR 0 Foo Oo LINER PANEL INER SIL TRIM LINER PANEL u►#12 x _" S.D.5.i0 o o 0 0 x _' S.D. SCREW -1 (12" O.G.) (12' O.C.) FL -22 LINER PANEL o HEADER TRIM FL -24 JAMB WT6 -GIRT 1 Oi FIXcodomw seryift18WOd. w/TEK 5 S.D.S. LINER HEADER TRIM PBR PBR------------------ �_____--------------- gbw 0001>!K2 OOd Of ft f0,1b0iYJ�>l!r 24' O.C. (STD -PL) PL) WALL PANEL LINER PANEL -- TODD FBCM ° FLANGE BRACE PBR JAMB TRIM J1t�P RIPPJ� (AS REQUIRED) WALL PANEL WALL�PANEL STUCCO BM LBROOSS (FL -22) F.O. WIDTH � REV. ROLL (BY OTHERS) MAIN FRAME ­/2, -4« p AQBUIIaM SYSTEMS, LW 10125 EVY. 6 WEST RARL8'MS' 3811116 STANDARD FLANGE BRAGS POSITION —� TRIM DETAIL F FRAMED OPENING W/LINER PANELS �� DETAIL OF HEADER TRIM �� DETAIL OF SILL TRIM ...... LT2n � BYPASS RIGID FRAME W/LINER PANELS LT13 L T 23 LT2 + LT2� AT LINER PBR LINER AT LINER PANEL AT LINER PANEL W/ JAMB TRIM ��• r, °�� For All #12 x 2" S.D. Screws In Above Details See Chart Below For Length SCREW INS. THICK. #12 x 1-1/4 0 - 3 #12 x 1-1/2 4 - 5 #12x2 6 ENG BY: JJM v ENGINEERING SEAL rs� ^8,e1a This certification covers pats fabricated arid BY: delivered by the malufaeturer only GKD excludes pats such as dons, windows, r _ C F ' foudation design and erection of the building. •'� ` ': Sealed draurgs do rat constitute m agrreanent ��- that the signed engkvw is acting as the s;'} ;,Y; engirlea of record for the overall project. rXUr2=1VJNAL MNUM S ENG BY: JJM •- QD 0—O©©13© DET BY: TJG GKD BY: CJT O 1011111 S Lo V ' .— c�J� v o O N • ■■■E■ —A W lil MENEM Z N ■M■►Z�■ —7 • ...on O—,,,,, ENG BY: JJM GAD QD TJC DET BY: TJG GKD BY: CJT O S Lo V .— c�J� v o O N —A W lil Z N U —7 ENG BY: JJM GAD BY: TJC DET BY: TJG GKD BY: CJT JOB NUMBER : 817-5510 DWG NUMBER : G 918 of 20 *Field Notch Partition Girt Flq If Realyired r Partition Girt Partition Panels Girt 1/4-14 x 1/V S.D.S. 0 V-0" O.C. Corner Trim FL -42 )DETAIL OF CORNER TRIM AT PARTITION PANELS #12 x 2 S.D. SCREWS CORNER CTI TRIM 12 O.C. 7 BAGKANEL / REV. ROLL \1 WALL PANEL S #12 x " S.D. SCREWS 12" O.C. 1/4-14 x 7/8' S.D.S. 1'-0' O.C. (F t B) PARAPET TERMINATION PBR LINER PANEL Purlin Purlin Bolt / Screw t All Other Hardware —Ail other Hardware (by ate) (by ate) Clip (by Others) clip (by Other) Hager' (by Others) Naga' (by Others) ale Conation Methods I'm lin I•m C-Clanp Clanp All Thread Rod Nm-Acootable Car>eetian Methods Hanger Attochrl nerlts for All Collateral Loads Aaeptoble and Nan-Aaeptabie Carnations For All #12 x _II S.D. Screws In Above Details See Chart Below For Length SCREW INS. THICK. #12 x 1-1/4 0 - 3 0-0©©13© V #12x2 6 *Field Notch Partition Girt Fig if Reqwired v Partition Girt \-Rev. Roll Partition Partition STUCCO Panels Girt BY OTHERS 1/4-14 x 7B' S.D.S. F V-011 O.G. Corner Trim FL -30 DDETAIL OF CORNER TRIM LT28 AT PARTITION PANELS w/STUCCO Note: For Clarity OF Detail, Roof Insulation Is Not Shown #12 x 1-1/4' S.D. SCREW 1/4-14 x 1/B' SDS (1' O.C.) (ONE PRIER SUPPORT) 3/8' MASTIC )�1 _ r'PBR' ROOF PANEL RAKE TRIM FL -K ` ` rROOF PURLIN 142 x J S.D. SCREWSo 0 (12' O.C.) 1/4-14 x 1B' S.D.S. (12' O.C.) PURLIN CLIP OUTSIDE CLOSURE WALL PANEL ENDWALL RAFTER STEEL LINE I RAKE SECTION (SHEETED ENDWAI Cut 'x' at each dsw wwt WwU"n ad bad tabs dam far do =wA attw1 rent. (3) Pop Rivets One at each side ad am at front. Goo *Field Notch Partition Girt Fig if R ired T- Partition Girt \- Rev. Roll Partition STUCCO Panels Girt BY OTHERS 1/4-14 x 7/8' S.D.S. 0 1'-0" O.G. Liner Corner Trim Palets FL -49A DDETAIL OF CORNER TRIM LT2q AT PARTITION PANELS w/STUCCO NOLD PANE. UP 1/4' Off OF TRANSITION TRIM BALK PANEL i INSIDE CLOSURE 1/4-44 x V S.D. SCREW (12' O.C.) I I 3/8' MASTIC X ' 1 TRANSITION TRIM (FL -PA) S.D. SCREW (12' O.C.) 'PBR' ROOF PANEL V4' #12 x 11/4' ------------------------- S.D. SCREW MVO KASNER (ONE • EACH SUPPORT) 1 DETAIL AT ENDWALL TRANSITION TT3I //1CCA1 =C1 ^1.I Field act daaepsut to rr*W vAter button ogle. `(3Q 1/4-14x' 7 5' S.D.as . Sa s at ( ad ae at AVrYt Attach strap to Bldg with 0) 1/4- N x 7B' S.D. Sam, ad (1) Tek 5 S.D. sabw at open wall Bend strup up at bath sides of downspout ad attach with (1) 1/4-44 x 7/e' S.D. sawn at each side. Details FACADE CAP TRIM (SFI0) (FLAT STOCK) I/ 12F x 7 ' S.D.S. (12 O.C. BACK PANEL w/ #12 x ' S.D.S. 1'-0' O.C. DETAIL OF ROOF LINER PARAPET CAP TRIM LT32 AT PARTITION PANELS LT33 AT PARTITION PANELS PTi Roof Patel Rake Trim Nigh Side �Eave Trim High Side Corner Box Endwall -/ L High Sidewall Panels panels /Corner Trim DETAIL OF WIGN SIDE TRIM, CORNER BOX, 4 RAKE TRIM CONNECTION Overflow Window Field Bend 3'-0" From Rake Then @ 6'-0" O.G. Strap ween 'PE ch Patel ap — Downspout Detail of Gutter to Downspout Attachment Standard Condition Be 02 z ' sD. sow. vw• vo.q c L W TRANSMITTM PAN& PAIR. 1 "� nAsrx fZ �� r1Al71L er! R � '!AC' S.D. sms, 'V 1`' PURLIN (Trp) M PR Izs, FL -1A Rel LYer e/ TYPICAL ROOF LIGHT TRANSMITTING PANEL INSTALLATION epi Wears saws (I? r . RWW Lir V4 R r IS QVM gD "V 0 a' of- (evr d Md IMiRrs, M W I") W640) AP M -MU W pAlf= MIS TWOM W LIQif ND AAM IT PAML ale TO eE aRt1ID AT V O.G. LOW V41 MIX OFAD DOM ST, WAIL rilaM ITIO P -MM On TOE am BIGAGEls 11E NlT IIIlBtT, YIiCII ROR06 EXPANIION OF TOE UM al TIE i O BALL OF TOE PAIR AIO ROOT' %rum"; ITTNG PAOB ROOF LIGHT TRANSMITTING PANEL FASTENER REQUIREMENTS LIGIR iRA1tWITTM PAWL ///---V4zr9s DOUBLE STXK TAPE / GAOMET '1' nAsnc PANS. LKHT TRA1bMRT06. PNB. ROOF PANS. YET SIDE WW,f OF It91AATIa1 Fi0011 VAPOR 0=13t AND FOLD 5XK an Fwa VAPOR BOX= ENDLAP WITH INSULATION L.T.P. TM (STI) SIDELAP WITH INSULATION 7 -Rake Trim CRoof Panel �Gutttter NOTE: laid Install Gutter Endcap After Installation Of Gutter lewall Rake TrRn rants Outside Endwall Corner Trim Pants Corner Box Connection Detail Sheeted Walls ENGINEERING SEAL This certification covers puts fabricated and delivered by the rnawFacta'a' only and excludes pats such as doors, windm, Foudation design and erection of the building. Sealed drawings do not constitute an ag'earnerlt that the signed engineer is acting as the e ginea' of record for the overall project. ACi BUIIDIIdCi SY311��3, ILC 10125 iE NY. 6 Wii?iST BATBSVRLE6 MIL 38606 'IleNo 43G14 C) PRI L. ffi1CiIIMEMR CAD Roof Sheet 0-0©©13© V BY: PBR CKD Transition Trim CJT Roof Panel FL -49A O _ S PARAPET OUTSIDE O of Purlin-\ TOP GIRT CLOSU(BOTH12EGS) INC ANGLE to of CN BBAAIX m � m 4.t� Rafter Liner ATTACHMENT To —� STUCCO OTHERS 1/4-14 x 7/8' S.D.S. #12 x 1 1/4' S.D.S." W/10 WASHER iy4 S.D. Screw Panels' V4 -W x 7M S.D.S. BY (I'-0O.G. ) (3 -01 O.G.) (One 0 Each @ 11-011 O.C. 1/2' x I' - LINER HEAD TRIM Support) Inside Closure A307 BOLTS FL -30" . #12 x - S.D.S. 0 Rev. Roll, Outside Closure REN ROLL WALL PANEL 0 1'-0" O.C. # Std. #12 x ' S.D.S.Stucco B 1'-0" O.C. Partition 2"x4" Rake Angle 0 Rev. Roll STUCCO— Girt (BA1) Panel (By Others) Partition_ 1, -Oz Partition Panels Pahl 0►�400M Z DETAIL OF CAP TRIM . • ■■■■■ FACADE CAP TRIM (SFI0) (FLAT STOCK) I/ 12F x 7 ' S.D.S. (12 O.C. BACK PANEL w/ #12 x ' S.D.S. 1'-0' O.C. DETAIL OF ROOF LINER PARAPET CAP TRIM LT32 AT PARTITION PANELS LT33 AT PARTITION PANELS PTi Roof Patel Rake Trim Nigh Side �Eave Trim High Side Corner Box Endwall -/ L High Sidewall Panels panels /Corner Trim DETAIL OF WIGN SIDE TRIM, CORNER BOX, 4 RAKE TRIM CONNECTION Overflow Window Field Bend 3'-0" From Rake Then @ 6'-0" O.G. Strap ween 'PE ch Patel ap — Downspout Detail of Gutter to Downspout Attachment Standard Condition Be 02 z ' sD. sow. vw• vo.q c L W TRANSMITTM PAN& PAIR. 1 "� nAsrx fZ �� r1Al71L er! R � '!AC' S.D. sms, 'V 1`' PURLIN (Trp) M PR Izs, FL -1A Rel LYer e/ TYPICAL ROOF LIGHT TRANSMITTING PANEL INSTALLATION epi Wears saws (I? r . RWW Lir V4 R r IS QVM gD "V 0 a' of- (evr d Md IMiRrs, M W I") W640) AP M -MU W pAlf= MIS TWOM W LIQif ND AAM IT PAML ale TO eE aRt1ID AT V O.G. LOW V41 MIX OFAD DOM ST, WAIL rilaM ITIO P -MM On TOE am BIGAGEls 11E NlT IIIlBtT, YIiCII ROR06 EXPANIION OF TOE UM al TIE i O BALL OF TOE PAIR AIO ROOT' %rum"; ITTNG PAOB ROOF LIGHT TRANSMITTING PANEL FASTENER REQUIREMENTS LIGIR iRA1tWITTM PAWL ///---V4zr9s DOUBLE STXK TAPE / GAOMET '1' nAsnc PANS. LKHT TRA1bMRT06. PNB. ROOF PANS. YET SIDE WW,f OF It91AATIa1 Fi0011 VAPOR 0=13t AND FOLD 5XK an Fwa VAPOR BOX= ENDLAP WITH INSULATION L.T.P. TM (STI) SIDELAP WITH INSULATION 7 -Rake Trim CRoof Panel �Gutttter NOTE: laid Install Gutter Endcap After Installation Of Gutter lewall Rake TrRn rants Outside Endwall Corner Trim Pants Corner Box Connection Detail Sheeted Walls ENGINEERING SEAL This certification covers puts fabricated and delivered by the rnawFacta'a' only and excludes pats such as doors, windm, Foudation design and erection of the building. Sealed drawings do not constitute an ag'earnerlt that the signed engineer is acting as the e ginea' of record for the overall project. ACi BUIIDIIdCi SY311��3, ILC 10125 iE NY. 6 Wii?iST BATBSVRLE6 MIL 38606 'IleNo 43G14 C) PRI L. ffi1CiIIMEMR ENC, BY: JJM CAD BY: 0-0©©13© V BY: (n CKD BY: CJT O _ S o v O � 1011111 60 CN m � m MQRMICIRM • . ■E■■■ ■■►-,►-,■ ■E■■■ 0►�400M Z toV . • ■■■■■ MMM►��� • • • ■■NES. O_,,,,,', ENC, BY: JJM CAD BY: TJG V BY: (n CKD BY: CJT O _ S o v O � 60 CN m � m Ne -1 Z toV ENC, BY: JJM CAD BY: TJG DET BY: TJG CKD BY: CJT JOB NUMBER 817-8510 DWG NUMBER G EP19 of 20 WidJNarrowFlg Fi row Fig Fig Narrow Fig Wide Fig Narrow Fig e o e e e e r e e e Indicator Arrows (7) 1/2" x i" A307 (Always Point to the Wide Fig) Req'd at all Purlin Laps Section @ Standard Purlin Lapping Wide Narrow Narrow Fig Wide Fig e e e (8) 1/2" x 1 1/4' AT Regd at all Purlin Laps w Fig 1/4" Gusset Fig All Screws are "w/ Washers' #12 x 1-1/4 0 - 3 The spreading washer must unless noted otherwise. I #12x2 6 be Installed on the first BY: 36" 0 bolt/girt of a lapped condition. 244" 7 ' 4V 7y" 4 ' 7V y 2yM Insert bolt under clip and N. ENGINEERING SEAL through hole in first girt; 1 TT 119 " Ir Ir Ir ' a CF foundation design and action of the building. then place washer onto the T T T T T Tbolt. Place the lap girt and o T tighten nut onto bolt. 1/4'-14x7/8' S.D. #12 x S.D. Install second bolt (30" o.c.) -" and nut. @Save Strut, Panel Lap 4 Peak Purlin 36n '2) 9 ' 12' 12'y SCGond Lopped ■►Z4■►5■', Z Girt • NESE■' V T T T 1/4'-14x7/8' S.D. #12 x " S.D. (30" o.c.) First Lapped @ Intermediate Purlin Girt Stitch Screw 1/4-147/8' S.D '_T 3/8' Mastic (30p o.c.) (Wet Side Facing Down) Detail @ Panel Side LaD GI5 Narrow Fig N Z @ 8 Member o e 2-1/2" @ 9" Mem 3" @ 10" Member @ 12' Member Indicator Arrows G (Always Point to the Wide Fig) Section @ Anti -Roll Cli Gb.l For All #12 x _" S.D. Screws In Above Details See Chart Below For Length SCREW INS. THICK. #12 x 1-1/4 0 - 3 #12 x I-1/2 7_- 5 #12x2 6 CA.3 PBR Roof Panel Fastener Detail 3'-Q4" 3'-Q4" 2'-10'-4 2'-10" 11. Standard 6'-3 1/2" Purlin All Bolts are 1/2' x i' A307 G7 Girt R/F or EW Column 2' @ 8' Member 2-1/2' @ 9' Mem 3" @ 10" Member 4' @ 12" Member JR/F 0.2 GirtClip2' @ 8" Member 2-1/2" @ 9" Mern 3" @ 10' Member 1/2' x 1' A307 4' @ 12" Member with Nut or EWComn Bolts @ Column Plate Narrow Fig Wide Fig Narrow Fig (6) 1/2' x 1" A307 Read at all Indicator Arrows Girt Laps (Always Point to the Wide Fig) ,Z Section at Standard Girt Lapping 2'-R4" 2'-R4" 1'-10" 4" I'-10" Spreader ' Washer L"P. Standard 4-3 1/2" Girt Lap All Holts are 1/2' x 1' A307 2'-10" 4' 2'-10" Spreader ' Washer . . Standard 6'-3 1/2" Girt '3 All Holts are 1/2' x i' A307 All Screws are 'w/ Washers' unless noted otherwise. 36" 2y4" 7' 4' 7" 4" 7" 2Y4 2y" T T T T T Flg 1/4'-147/8' S.D. #12 x -' S.D. (30" o.c.) @ Base t Panel Lap 36' 1/4-14 x 7/8" S.D. SCREWS (30" O.G.) (BETWEEN GIRT LINES) LAP FASTENERS 12' 12" 12" C#12 x 1-1/4" S.D. SCREWS FASTENERS AT EAVE STRUT BASE SUPPORT AND INTERMEDIATt GIRTS 0 REV. ROLL PANEL FASTENER LAYOUT PBR WALL 4 LINER PANEL 147/8' S.D. #12 x -" S.D. o.c.) @ Eave Strut 4 Intermediate Girts PBR Wall Panel Fastener G20.1 All Screws are unless noted of #12 x " S.D. Wall Panel (1'-0" o.c.) ('PBR' Shown) CEE Header or FL -24 JNCT- Head Trim #12 x -" S.D. Cap Trim (2'-0' o.c.) If necessary map Trim #12 x " S.D. (2'-0" o.c.)-\ If necessary JNCT- Cap Trim FL -22 or FL -24 Jamb Trim Jamb #12 x ' S.D. (1'-0' o.c.) Wall Pnl ('PBR' Shown)- Janb Cap Trim -WCT- FL -24 Cap Trim Sill Trim CEE Sill #12 x -' S.D. Wall Panel (1'-0' o.c.) ('PBR" Shown) Sill Cap Trim SCA4 G45 Cap Trim at Framed Opening Weader, Jamb, 1 Sill ENG BY: JJM For cwftmer Secvke 1lt/OEd. BY: Rkam oonad one Of the TODD FECHER DET JEFF RPM TJC BIIL BROOKS BY: Acs BuRim o sYm1s uc 0 10125 WY. 6 WEW _ BATESVII1$ Ms. 38606 S CA0 8938 N. ENGINEERING SEAL N0 48014 This certification covers parts fabricated and " delivered by the manufacture only and excludes parts such as doors, whim, ' a CF foundation design and action of the building. 3 . Sealed drawings do not constitute an a7wratt �; • ,. - �, that the signed engineer is acing as the agineer of record for the overall project. %) AMEER ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT 0 _ S o O N v ■►Z4■►5■', Z • NESE■' V • moonsl O-,,,,1 ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT 0 _ S o O N v Z N V ENG BY: JJM CAD BY: TJC DET BY: TJC CKD BY: CJT JOB NUMBER 817-8510 DWG NUMBER C MO of 20 BUILDING CODES FACILITY DESCRIPTION STRUCTURAL LOADS BUSINESS (B) ROOF LIVE LOADS — 20 PSF REDUCIBLE TYPE OF ROOF — PRE—FINISHED METAL, SLOPED COLLATERAL LOAD — 3 PSF FLOOR LIVE LOADS — 100 PSF BUILDING AND SITE INFORMATION ZONING — BUSINESS / RETAIL LAND USE — BUSINESS (EXISTING) WIND LOADS PARKING LOT CRITERIA (EXISTING) BUILDING HEIGHT AND AREA HEIGHT — 1 STORY TOTAL BUILDING AREA: 27,000 SF TENANT Not: FIXTURES V—B — SPRINKLERED DESIGN WIND SPEED BUILDING AREA: STORAGE (S-1) 9,979 SF = 34 OCCUPANTS BUSINESS (8-1) 2,021 SF TENANT No2: (S-1) STORAGE 12,000 SF / 300 SF = 40 OCCUPANTS COMMON AREA: BUILDING AREA: STORAGE (S-1) 12,000 SF 1 HI/LOW BUSINESS (B-1) (FUTURE) COMMON AREA (TRUCK DOCK): FIXTURES BUILDING AREA: STORAGE (S-1) 3,000 SF TYPE OF CONSTRUCTION FIXTURES V—B — SPRINKLERED DESIGN WIND SPEED OCCUPANCY CLASSIFICATION & LOAD TENANT Not: WATER CLOSETS (FEMALE) — (S-1) STORAGE 9,979 SF / 300 SF = 34 OCCUPANTS (B) BUSINESS 2,021 SF / 100 SF = 21 OCCUPANTS TENANT No2: LAVATORIES (FEMALE) — (S-1) STORAGE 12,000 SF / 300 SF = 40 OCCUPANTS COMMON AREA: 1 per 40 (S-1) STORAGE 3,000 SF / 300 SF = 10 OCCUPANTS PLUMBING REQUIREMENTS BUSINESS — FIXTURES FIXTURES DESIGN WIND SPEED REQUIRED PROVIDED WATER CLOSETS (FEMALE) — 1 per 25 1 WATER CLOSETS (MALE) — 1 per 25 1 LAVATORIES (FEMALE) — 1 per 40 1 LAVATORIES (MALE) — 1 per 40 1 ELEC WATER COOLER — 1 per 100 1 HI/LOW SERVICE SINK — 1 1 STORAGE — FIXTURES FIXTURES REQUIRED PROVIDED WATER CLOSETS — 1 1 WATER CLOSETS — 1 1 ELEC WATER COOLER — 1 1 HI/LOW SERVICE SINK — 1 1 EGRESS REQUIREMENTS EXIT ACCESS TRAVEL DISTANCE 2017 FBC TABLE 1017.2 — NON—SPRINKLERED MAXIMUM DISTANCE ALLOWABLE TO MAIN EXIT — 200'-0" MAXIMUM DISTANCE TO SINGLE EXIT PROVIDED — XXXXX DESIGN CRITERIA NEW -DESIGN FOUNDATION DESIGN WIND SPEED F01 — ALL ORGANIC MATERIALS, REFUSE MATERIALS AND SOFT AREAS IN SOIL SHALL BE REMOVED AND THE SOIL 139 MPH RISK CATEGORY F02 — SHOULD THE CONTRACTOR DISCOVER ANY CONDITION WHICH COULD PREVENT THE ATTAINMENT OF THE STATED II EXPOSURE CATEGORY SLAB ON GRADE B INTERNAL WIND COEFFICIENT A3 — BLDG SECTION +0.18 & —0.18 ALL COMPONENTS INCLUDING SHALL BE DESIGNED TO THE DOORS AND FOLLOWING WINDOWS PRESSURES: EFFECTIVE AREA PRESSURE (PSF) A3.2 — SECTIONS AND DETAILS SQ. FT. OUT C01 — CONCRETE WORK SHALL CONFORM TO ACI STANDARD BUILDING CODE REQUIREMENTS FOR REINFORCED IN 10 21.2 FOUNDATIONS, FILLED CELLS AND CONCRETE BEAMS — 3000psi —28.3 20 20.2 CO3 — ALL REBAR SHALL CONFORM TO ASTM -615, GRADE 40, AND SHALL LAP A MINIMUM OF 25" AT ALL JOINTS. MECHANICAL —26.4 50 18.9 P1 — PLUMBING (WAREHOUSE 1) ALL FOOTINGS — 3" —23.9 100 j 18.0 ALL BEAMS — 1-1/2" ON STIRRUPS j —22.0 SEE METAL BLDG MFR FOR BUILDING PRESSURES NEW WAREHOUSE BLDG FOR: SANFORD, FLORIDA DESIGN CODE REFERENCE BUILDING CODE — FLORIDA BUILDING CODE — 6th EDITION (2017) ELECTRICAL CODE — NATIONAL ELECTRIC CODE — 2014 EDITION PLUMBING CODE — FLORIDA PLUMBING CODE — 6th EDITION (2017) MECHANICAL CODE — FLORIDA MECHANICAL CODE — 6th EDITION (2017) FIRE CODE — FLORIDA FIRE PREVENTION CODE — 6th EDITION (2017) GAS CODE — FLORIDA FUEL GAS CODE — 6th EDITION (2017) NEPA 58 — LIQUEFIED PETROLEUM GAS — (LATEST EDITION) NEPA 13 — SPRINKLER SYSTEM INSTALLATION (LATEST EDITION) NEPA 72 — NATIONAL FIRE ALARM CODE (LATEST EDITION) NEPA 72E AUTOMATIC DETECTION DEVICES NFPA LIFE SAFETY CODE (LATEST EDITION) NEPA 80 — FIRE DOORS AND WINDOWS (LATEST EDITION) OSHA ACI -318-14 BUILDING REQUIREMENTS FOR REINFORCED CONCRETE AISC CODE OF STANDARD PRACTICE (MANUAL OF STEEL CONSTRUCTION, 9th EDITION) S-310 SPECIFICATIONS FOR THE DESIGN FABRICATION AND ERECTION OF STEEL STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, ADOPTED BY THE STEEL JOIST INSTITUTE AND THE AISC SPECIFICATIONS FOR STRUCTURAL JOISTS USING ASTM A-325 BOLTS STEEL DUCT INSTITUTE DESIGN MANUAL STRUCTURAL WELDING CODE AWS D1.1 AISI SPECIFICATIONS FOR THE DESIGN OF LIGHT GAGE COLD FORMED STRUCTURAL STEEL MEMBERS FOR METAL DECKS METAL BUILDING MANUFACTURERS ASSOCIATIONS DESIGN PRACTICES MANUAL ASHRA E FOR MECHANICAL WORK ASME BOILER CODES CONSTRUCTION NOTES DRAWING I N D GENERAL G01 — THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OR START OF CONSTRUCTION. G02 — THE GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, ALL WORKERS AND ALL OTHER PEOPLE PRESENT DURING CONSTRUCTION. HE SHALL SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. G03 — THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ARCHITECTURAL EX COVER — BUILDING CODE DATA ADA -1 — ADA GUIDELINES LSI — LIFE SAFETY PLAN ANCHORS, EMBEDS, SUPPORTS, OR ANY OTHER ITEMS WHICH MAY EFFECT STRUCTURAL DRAWINGS. NEW -DESIGN FOUNDATION LS2 — UL DETAILS Q PAGE F01 — ALL ORGANIC MATERIALS, REFUSE MATERIALS AND SOFT AREAS IN SOIL SHALL BE REMOVED AND THE SOIL Al — FLOOR PLAN (OVERALL) PREPARED FOR AN ALLOWABLE BEARING PRESSURE OF 2000psi. F02 — SHOULD THE CONTRACTOR DISCOVER ANY CONDITION WHICH COULD PREVENT THE ATTAINMENT OF THE STATED A1.1 — ENLARGED FLOOR PLAN DESIGN PRESSURE, HE SHALL NOTIFY THE ARCHITECT OR ENGINEER IMMEDIATELY. SLAB ON GRADE A2 — ELEVATION F03 — COMPACT INTERIOR FILL TO 95% MINIMUM MAX DRY DENSITY (MODIFIED PROCTOR, ASTM D1557 -58T OPTIMUM A3 — BLDG SECTION MOISTURE CONTENT). SOIL COMPACTION SHALL BE FIELD CONTROLLED BY A REPRESENTATIVE FROM A QUALIFIED LABORATORY APPROVED BY THE ENGINEER. EACH LAYER OF FILL SHALL NOT EXCEED 10" AND SHALL BE A3.1 — SECTIONS AND DETAILS COMPACTED PRIOR TO THE PLACEMENT OF THE NEXT FILL LAYER. F03 — ALL FLOOR SLABS SHALL BE PLACED UPON A 4" THICK SAND LAYER FOR FINE GRADING. A3.2 — SECTIONS AND DETAILS CONCRETE AND REINFORCING A4 — REFLECTED CEILING PLAN (OFFICE) C01 — CONCRETE WORK SHALL CONFORM TO ACI STANDARD BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). S1 — FOUNDATION PLAN CO2 — CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH AS FOLLOWS: FOUNDATIONS, FILLED CELLS AND CONCRETE BEAMS — 3000psi S1.1 — FOUNDATION SECTIONS AND DETAIL SLABS ON GRADE— 3000psi CO3 — ALL REBAR SHALL CONFORM TO ASTM -615, GRADE 40, AND SHALL LAP A MINIMUM OF 25" AT ALL JOINTS. MECHANICAL SLABS WITH FIBER MESH OR WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185-02. C04 — COVER FOR ALL REINFORCING STEEL SHALL BE AS FOLLOWS (UNLESS NOTES): P1 — PLUMBING (WAREHOUSE 1) ALL FOOTINGS — 3" SLABS ON GRADE — 1-1/2" FROM TOP OF CONCRETE P2 — PLUMBING (WAREHOUSE 2) ALL BEAMS — 1-1/2" ON STIRRUPS C05 — VERTICAL REBAR WALL REINFORCING SHALL BE A STANDARD HOOK WITH A 25" PROJECTION ABOVE SLAB AND E1 — ELEC — OFFICE HAVE A MINIMUM 7" EMBEDMENT. MASONRY E1.1 — ELEC — OVERALL M01 — ALL MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODE REQUIREMENTS FOR MASONRY E1.2 — ELEC — LIGHTING (OVERALL) STRUCTURES (ACI 530-14). M02 — ALL CONCRETE BLOCKS SHALL CONFORM TO ASTM C 90. 128 DAY STRENGTH MUST EQUAL 2000psi, FM SHALL EQUAL 1500psi LAID IN A RUNNING BOND. M03 — ALL MORTAR SHALL BE TYPE S OR M. - M04 — REINFORCE ALL CMU WALLS WITH A CONTINUOUS HORIZONTAL BOND BEAM GROUTED SOLID AND REINFORCE WITH A MINIMUM OF (1) #5 REBAR WITH A 25" OVERLAP AT EACH JOINT. M05 — WHERE SHOWN, ALL VERTICAL CELLS OF BLOCK MASONRY SHALL BE FILLED WITH 3000psi GROUT HAVING A 28 DAY STRENGTH OF 3000psi AND A GROUND SLUMP NOT LESS THAN 8". REINFORCE WITH A MINIMUM OF (1) #5 r r ! VERTICAL REBAR WITH A MINIMUM 25" OVERLAP AT EACH JOINT. , r' r M06 — GROUT FOR FILLED CELLS SHALL BE POURED OR PUMPED IN LIFTS NOT TO EXCEED 10'-0" IN HEIGHT AND SHALL BE CONSOLIDATED AT THE TIME OF POURING BY RODDING OR VIBRATING. M07 — PROVIDE KNOCKOUTS IN CMU AT THE BASE OF EACH FILLED CELL TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION. STRUCTURAL LUMBER PERMIT # 4 - 9151 L01 — ALL STRUCTURAL AND LOAD BEARING WALLS SHALL HAVE A MINIMUM FB OF 1200psi. L02 — WALLS HIGHER THAN 9'-0" SHALL HAVE INTERMEDIATE BRIDGING SPACED NOT GREATER THAN 72" APART. L03 — ALL LOAD BEARING WALLS SHALL HAVE A DOUBLE SYP No.2 TOP PLATE. L04 — ALL WALLS ON MASONRY OR CONCRETE SHALL HAVE SOLE SALT SOLUTION TREATED SOLE PLATES. DEC 3 2018 STRUCTURAL STEEL SOI — STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (USE THE LATEST EDITION). OFFICE a _co N DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: 1 1 29 NOV 2018 SEAL GENERAL CONTRACTOR Daviel P. King, Jr w ARCHITECT 0 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) w 352.873.0737 (FAX) 0 REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: DWS CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: COVER BUILDING CODE DATA SHEET NUMBER L 13'/2 min 7 max (a) wall hung type equipment permiNed In shaded ane Spout Height and Knee Clearance 30 min r--------� I I I I I I I n E � I I I I I I I I L --------J Freestanding Fountain or Cooler 604.3 Clearance. Clearances around water closets and In toilet compartments shall comply with 604.3. 604.3.1 Size. Clearance around a water closet shall be 60 inches (1525 mm) minimum measured perpendicular from the side wall and 56 Inches (1420 mm) minimum measured perpendicular from the rear wall. 604.3.2 Overlap. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. EXCEPTION: In residential dwelling units, a lavatory complying with 606 shall be permitted on the rear wall 18 Inches (455 mm) minimum from the water closet centerline where the clearance at the water closet is 66 Inches (1675 mm) minimum measured perpendicular from the rear wall. 604.3.2 Overlap. When the door to the toilet room is placed directly in front of the water closet, the water closet cannot overlap the required maneuvering clearance for the door Inside the room. 604.4 Seats. The seat height of a water closet above the finish floor shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. EXCEPTIONS: 1. A water closet In a Collet room for a single occupant accessed only through a private office and not for common use or public use shall not be required to comply with 604.4. 2. In residential dwelling units, the height of water closets shall be permitted to be 15 inches (380 mm) minimum and 19 inches (485 mm) maximum above the finish floor measured to the top of the seat. 604.5 Grab Ban. Grob bars for water closets shall comply with 609. Grab bars shall be provided on the side wall closest to the water closet and on the rear wall. 131/2 min (b) stall type URINALS r--------- -- -, I I I O E I � I I I F -F__ 24 max. �i Clear Floor Space 30 min 760 rad to exceed fouidain depth - - - - - - - I rri r I I I I E I o � I I I I I I BuiB-in Fountain or Cooler 602 Drinking Fountains 602.1 General. Drinking fountains shall comply with 307 and 602. 602.2 Clear Floor Space. Units shall have a clear floor or ground space complying with 305 positioned for a forward approach and centered on the unit. Knee and toeclearance complying with 306 shall be provided. EXCEPTION: A parallel approach complying with 305 shall be permitted at units for children's use where the spout is 30 inches (760 mm) maximum above the finish floor or ground and is 3)4 inches (90 mm) maximum from the front edge of the unit, Including bumpers. 602.3 Operable Parts. Operable parts shall comply with 309. 602.4 Spout Height. Spout outlets shall be 36 inches (915 mm) maximum above the finish floor or ground. 602.5 Spout Location. The spout shall be located 15 inches (380 mm) minimum from the vertical support and 5 inches (125 mm) maximum from the front edge of the unit, including bumpers. 602.6 Water Flow. The spout shall provide a flow of water 4 inches (100 mm) high minimum and shall be located 5 inches (125 mm) maximum from the front of the unit. The angle of the water stream shall be measured horizontally relative to the front face of the unit. Where spouts are located less than 3 inches (75 mm) of the front of the unit, the angle of the water stream shall be 30 degrees maximum. Where spouts are located between 3 inches (75 mm) and 5 inches (125 mm) maximum from the front of the unit, the angle of the water stream shall be 15 degrees maximum. 602.7 Drinking Fountains for Standing Persons. Spout outlets of drinking fountains for standing persons shall be 38 inches (965 mm) minimum and 43 inches (1090 mm) maximum above the finish floor or ground DRINKING FOUNTAINS EXCEPTIONS: 1. Grab ban shall not be required to be installed in a toilet room for a single occupant accessed only through a private office and not for common use or public use provided that reinforcement has been Installed in walls and located so as to permit the installation of grab bars complying with 604.5. 2. In residential dwelling units, grab ban shall not be required to be installed in toilet or bathrooms provided that reinforcement has been installed In walls and located' so as to permit the Installation of grab bars complying with 604.5.3. In detention or correction facilities. grab ban shall not be required to be Installed in housing or holding cells that are specially designed without protrusions for purposes of suicide prevention. 604.5.1 Side Wall. The side wall grab bar shall be 42 inches (1065 mm) long minimum, located 12 inches (305 mm) maximum from the rear wall and extending 54 inches (1370 mm) minimum from the rear wall. Advisory 604.5 Grab Ban Exception 2. Reinforcement must be sufficient to permit the installation of rear and side wall grab bars that fully meet all accessibility requirements including, but not limited to, required length, installation height, and structural strength. 604.5.2 Rear Wall. The rear wall grab bar shall be 36 Inches (915 mm) long minimum and extend from the centerline of the water closet 12 inches (305 mm) minimum on one side and 24 inches (610 mm) minimum on the other side. EXCEPTIONS: 1. The rear grab bar shall be permitted to be 24 inches (610 mm) long minimum, centered on the water closet, where wall space does not permit a length of 36 inches (915 mm) minimum due to the location of a recessed fixture adjacent to the water closet. 2. Where an administrative authority requires flush controls for flush valves to be located in a position that conflicts with the location of the rear grab bar, then the rear grab bar shall be permitted to be split or shifted to the open side of the toilet area. 604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with 604.8.2. 608 Shower Compartments 608.1 General. Shower compartments shall comply with 608. 608.2 Size and Clearances for Shower Compartments. Shower compartments shall have sizes and clearances complying with 608.2. 608.2.1 Transfer Type Shower Compartments. Transfer type shower compartments shall be 36 inches (915 mm) by 36 inches (915 mm) clear inside dimensions measured at the center points of opposing sides and shall have a 36 inch (915 mm) wide minimum entry on the face of the shower compartment. Clearance of 36 inches (915 mm) wide minimum by 48 inches (1220 mm) long minimum measured from the control wall shall be provided. Lavatory Clearances 17 min r------- -� clear C I floor E 0 I space 0 � I I I 19 max /B min 606 Lavatories and Sinks 606.1 General. Lavatories and sinks shall comply with 606. 606.2 Clear Floor Space. A clear floor space complying with 305, positioned for a forward approach, and knee and toe clearance complying with 306 shall be provided. EXCEPTIONS: 1.A parallel approach complying with 305 shall be permitted to a kitchen sink In a space where a cook top or conventional range Is not provided and to wet ban. 2.A lavatory in a toilet room or bathing facility for a single occupant accessed only through a private office and not for common use or public use shall not be required to provide knee and toe clearance complying with 306. 3.In residential dwelling units, cabinetry shall be permitted under lavatories and kitchen sinks provided that all of the following conditions are met:(o) the cabinetry can be removed without removal or replacement of the flxture;(b) the finish floor extends under the cabinetry; and(c) the walls behind and surrounding the cabinetry are finished. 4.A knee clearance of 24 inches (610 mm) minimum above the finish floor or ground shall be permitted at lavatories and sinks used primarily by children 6 through 12 years where the rim or counter surface is 31 inches (785 mm) maximum above the finish floor or ground. S.A parallel approach complying with 305 shall be permitted to lavatories and sinks used primarily by children 5 years and younger. 6.The dip of the overflow shall not be considered in determining knee and toe clearances.7. No more than one bowl of a muN1-bowl sink shall be required to provide knee and toe clearance complying with 306. 606.3 Height. Lavatories and sinks shall be Installed with the front of the higher of the rim or counter surface 34 Inches (865 mm) maximum above the finish floor or ground. EXCEPTIONS: 1. A lavatory in a toilet or bathing facility for a single occupant accessed only through a private office and not for common use or public use shall not be required to comply with 606.3. 2. In residential dwelling unit kitchens, sinks that are adjustable to variable heights, 29 Inches (735 mm) minimum and 36 inches (915 mm) maximum, shall be permitted where rough -in plumbing permits connections of supply and drain pipes for sinks mounted at the height of 29 inches (735 mm). 606.4 Faucets. Controls for faucets shall comply with 309. Hand -operated metering faucets shall remain open for 10 seconds minimum. 606.5 Exposed Pipes and Surfaces. Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks LAVATO R I E S 604.7 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be Clear Floor Space at Water Closets 7 Inches (180 mm) minimum and 9 inches (230 mm) maximum in front of 36 min the water closet measured to the centerline of the dispenser. The outlet of the 401421 min dispenser shall be 15 Inches (380 mm) minimum and 48 inches (1220 mm) 16-18 maximum above the finish floor and shall not be located behind grab bars. o Dispensers shall not be of a type that controls delivery or that does not allow s continuous paper flow. v 19 x17 604.6 Flush Controls. If plumbing valves are located directly behind the follet seat, 1 flush valves and related plumbing can cause injury or imbalance when a person I leans back against them. To prevent causing injury or imbalance, the plumbing can I be located behind walls or to the side of the toilet; or If approved b the local pp y I authority having jurisdiction, provide a toilet seat lid. clear I" Advisory 604.7 Dispensers. If toilet paper dispensers are installed above the side% I floor pam wall grab bar, the outlet of the toilet paper dispenser must be 48 inches (1220 L - _____ mm) maximum above the finish floor and the top of the gripping surface of the grab bar must be 33 inches (840 mm) minimum and 36 inches (915 mm) maximum above the finish floor. W min 604.8 Toilet Compartments. Wheelchair accessiblE toilet compartments shall meet the requirements of 604.8.1 and 604.8.3. Compartments containing more than one plumbing fixture shall comply with 603. Ambulatory accessible compartments shall comply with 604.8.2 and 604.8.3. 604.8.1 Wheelchair Accessible Compartments. Wheelchair accessible compartments shall comply with 604.8.1. 604.8.1.1 Size. Wheelchair accessible compartments shall be 60 inches (1525 mm) wide minimum measured perpendicular to the side wall, and 56 inches (1420 mm) deep minimum for wall hung water closets and 59 inches (1500 mm) deep minimum for floor mounted water closets measured perpendicular to the rear wall. Wheelchair accessible compartments for children's use shall be 60 inches (1525 mm) wide minimum measured perpendicular to the side wall, and 59 inches (1500 mm) deep minimum for wall hung and floor mounted water closets measured perpendicular to the rear wall. 604.8.1.1 Size. The minimum space required in toilet compartments is provided so that a person using a wheelchair can maneuver into position at the water closet. This space cannot be obstructed by baby changing tables or other fixtures or conveniences, except as specified at 604.3.2 (Overlap). If toilet compartments are to be used to house fixtures other than those associated with the water closet, they must be designed to exceed the minimum space requirements. Convenience fixtures such as baby changing tables must also be accessible to people with disabilities as well as to other users. Toilet compartments that are designed to meet, and not exceed, the minimum space requirements may not provide adequate space for maneuvering into position at a baby changing table. 36 _ 915 backwall 7� I seat �- _ _ control _ -_ �t' w wall all - - - - - - - - I C O ) ClIx co I M 48 min 1220 Note: inside finished dimensions measured at the center points of opposing sides 404 Doors, Doorways, and Gates 404.1 General. Doors, doorways, and gates that are part of an accessible route shall comply with 404. EXCEPTION: Doors, doorways, and gates designed to be operated only by security personnel shall not be required to comply with 404.2.7, 404.2.8, 404.2.9, 404.3.2 and 404.3.4 through 404.3.7. 404.2 Manual Doors, Doorways, and Manual Gates. Manual doors and doorways and manual gates intended for user passage shall comply with 404.2. 404.2.1 Revolving Doors, Gates, and Turnstiles. Revolving doors, revolving gates, and tumstiles shall not be part of an accessible route. 404.2.2 Double -Leaf Doors and Gates. At least one of the active leaves of doorways with two leaves shall comply with 404.2.3 and 404.2.4. 404.2.3 Clear Width. Door openings shall provide a clear width of 32 Inches (815 mm) minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clear opening of 36 Inches (915 mm) minimum. There shall be no projections into the required clear opening width lower than 34 inches (865 mm) above the finish floor or ground. Projections into the clear opening width between 34 inches (865 mm) and 80 inches (2030 mm) above the finish floor or ground shall not exceed 4 Inches (100 mm). EXCEPTIONS: 1. In alterations, a projection of 5/8 inch (16 mm) maximum into the required clear width shall be permitted for the latch side stop. 2. Door closer's and door stops shall be permitted to be 78 Inches (1980 mm) minimum above the finish floor or ground. Advisory 403.6 Handralls. Handrails provided in elevator cabs and platform lifts are not required to comply with the requirements for handralls on walking surfaces. Advisory 404.1 General Exception. Security personnel must have sole control of doors that are eligible for the Exception at 404.1. It would not be acceptable for security personnel to operate the doors for people with disabilities while allowing others to have independent access. 404.2.4 Maneuvering Clearances. Minimum maneuvering clearances at doors and gates shall comply with 404.2.4. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance. EXCEPTION: Entry doors to hospital patient rooms shall not be required to provide the clearance beyond the latch side of the door. 404.2.4.1 Swinging Doors and Gates. Swinging doors and gates shall have maneuvering clearances complying with Table 404.2.4.1. Figure 404.2.3CIear Width of Doorways 404.2.4.2 Doorways without Doors or Gates, Sliding Doors, and Folding Doors. Doorways less than 36 inches (915 mm) wide without doors or gates, sliding doors, or folding doors shall have maneuvering clearances complying with Table 404.2.4.2. 404.2.4.3 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be provided when any obstruction within 18 Inches (455 mm) of the latch side of a doorway projects more than 8 inches (205 mm) beyond the face of the door, measured perpendicular to the face of the door or gate. 404.2.4.4 Floor or Ground Surface. Floor or ground surface within required maneuvering clearances shall comply with 302. Changes in level are not permitted. EXCEPTIONS: 1. Slopes not steeper than 1:48 shall be permitted. 2. Changes in level at thresholds complying with 404.2.5 shall be permitted. 404.2.5 Thresholds. Thresholds, If provided at doorways, shall be j4 Inch (13 mm) high maximum. Raised thresholds and changes in level at doorways shall comply with 302 and 303. EXCEPTION: Existing or altered thresholds 1'4 inch (19 mm) high maximum that have a beveled edge on each side with a slope not steeper than 1:2 shall not be required to comply with 404.2.5. Advisory 404.2.4.3 Recessed Doors and Gates. A door can be recessed due to viall thickness or because of the placement of casework and other fixed elements adjacent to the doorway. This provision must be applied wherever doors are recessed. Figure 404.2.4.3Maneuvering Clearances at Recessed Doors and Gates Titles II and III - 2010 Standards - 95 404. 2.6 Doors in Series and Gates in Series. The distance between two hinged or pivoted doors in aeries and gates In series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging into the space. 404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 309.4. Operable parts of such hardware shall be 34 Inches (865 mm) minimum and 48 inches (1220 mm) maximum above the finish floor or ground. Where sliding doors are In the fully open position, operating hardware shall be exposed and usable from both sides. EXCEPTIONS: 1. Existing locks shall be permitted In any location at existing glazed doors without stiles, existing overhead rolling doors or grilles, and similar existing doom or grilles that ars designed with locks that are activated only at the fop or bottom roil. 36 min 36 mn 54 min 12 mli 1 12 min 12 max 42 Bade Wall 3611x 36" SHOWER STALL 2. Access gates in barrier walls and fences protecting pools, spas, and hot tubs shall be permitted to have operable parts of the release of latch on self -latching devices at 54 inches (1370 mm) maximum above the finish floor or ground provided the self -latching devices are not also self-locking devices and operated by means of a key, electronic opener, or Integral combination lock. 404.2.7 Door and Gate Hardware. Door hardware that can be operated with a closed fist or a loose grip accommodates the greatest range of users. Hardware that requires simultaneous hand and finger movements require greater dexterity and coordination, and is not recommended. 404.2.8 Closing Speed. Door and gate closing speed shall comply with 404.2.8. 404.2.8.1 Door Closer's and Gate Closers. Door closer's and gate closer's shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch Is 5 seconds minimum. 404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. 404.2.9 Door and Gate Opening Force. Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows:l. Interior hinged doors and gates: 5 pounds (22.2 N) maximum.2. Sliding or folding doors: 5 pounds (22.2 N) maximum.These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position. 404.2.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10 inches (255 mm) of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 Inch (1.6 mm) of the some plane as the other. Cavities created by added kick plates shall be capped. EXCEPTIONS: 1. Sliding doors shall not be required to comply with 404.2.10. 2. Tempered glass doors without stiles and having a bottom rail or shoe with the top leading edge tapered at 60 degrees minimum from the horizontal shall not be required to most the 10 inch (255 mm) bottom smooth surface height requirement. 3. Doors and gates that do not extend to within 10 Inches (255 mm) of the finish floor or ground shall not be required to comply with 404.2.10. 4. Existing doors and gates without smooth surfaces within 10 inches (255 mm) of the finish floor or ground shall not be required to provide smooth surfaces complying with 404.2.10 provided that If added kick plates are Installed, cavities created by such kick plates are capped. 404.2.11 Vision Lights. Doors, gates, and side lights adjacent to doors or gates, containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel located 43 inches (1090 mm) maximum above the finish floor. EXCEPTION: Vision lights with the lowest part more than 66 inches (1675 mm) from the finish floor or ground shall not be required to comply with 404.2.11. 404.3 Automatic and Power -Assisted Doors and Gates. Automatic doors and automatic gates shall comply with 404.3. Full -powered automatic doors shall comply with ANSI/BHMA A156.10 (incorporated Advisory 404.2.9 Door and Gate Opening Force. The maximum force pertains to the continuous application of force necessary to fully open a door, not the Initial force needed to overcome the inertia of the door. H does not apply to the force required to retract bolts or to disengage other devices used to keep the door in a closed position. 404.3.1 Clear Width. Doorways shall provide a clear opening of 32 Inches (815 mm) minimum in power -on and power -off mode. The minimum clear width for automatic door systems In a doorway shall be based on the clear opening provided by all leaves in the open position. 404.3.2 Maneuvering Clearance. Clearances at power -assisted doors and gates shall comply with 404.2.4. Clearances at automatic doors and gates without standby power and serving an accessible means of egress shall comply with 404.2.4. EXCEPTION: Where automatic doors and gates remain open In the power -off condition, compliance with 404.2.4 shall not be requlred.404.3.3 Thresholds. Thresholds and changes in level at doorways shall comply with 404.2.5. 404.3.4 Doors in Series and Gates In Series. Doors In series and gates In series shall comply with 404.2.6. 404.3.5 Controls. Manually operated controls shall comply with 309. The clear floor space adjacent to the control shall be located beyond the aro of the door swing. 404.3.6 Break Out Opening. Where doors and gates without standby power are a part of a means of egress, the clear break out opening at swinging or sliding doors and gates shall be 32 inches (815 mm) minimum when operated in emergency mode. EXCEPTION: Where manual swinging doors and gates comply with 404.2 and serve the some means of egress compliance with 404.3.6 shall not be required. 404.3.7 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors, revolving gates, and tumstiles shall not be part of an accessible route. SidebWall V 41 y H //,- rte 36 min C 401421 min 'o 60 min E E 10 o s v 19 x17 c c E E I c E � Y`ggl E ,aM / 42 min 12 max I 12 max 54 min I 42 min 42 66 min w.wall ma min latch approach only. other approaches 69 min w,Hr, moi 4� min I I c N ao mmE L12 max 54 min 1370 Figure 608.2.1 Transfer Type Shower Compartment Size and Clearance 608.2.2 Standard Roll -In Type Shower Compartments. Standard roll -In type shower compartments shall be 30 inches (760 mm) wide minimum by 60 inches (1525 mm) deep minimum clear inside dimensions measured at center points of opposing sides and shall have a 60 inches (1525 mm) wide minimum entry on the face of the shower compartment. 608.2.2.1 Clearance. A 30 inch (760 mm) wide minimum by 60 inch (1525 mm) long minimum clearance shall be provided adjacent to the open face of the shower compartment. EXCEPTION: A lavatory complying with 606 shall be permitted on one 30 Inch (760 mm) wide minimum side of the clearance provided that it is not on the side of the clearance adjacent to the controls or, where provided, not on the side of the clearance adjacent to the shower seat. 608.3 Grab Bars. Grab bars shall comply with 609 and shall be provided in accordance with 608.3. Where multiple grab bars are used, required horizontal grab bars shall be installed at the some height above the finish floor. EXCEPTIONS: 1. Grab bars shall not be required to be installed in a shower located in a bathing facility for a single occupant accessed only through a private office, and not for common use or public use provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with 608.3. 2. In residential dwelling units, grab bars shall not be required to be Installed in showers located in bathing facilities provided that reinforcement has been Installed in walls and located so as to permit the installation of grab bars complying with 608.3. 32 min 32 MIN Detail / Hinged Door i 32 min 32 min Sliding Door , 32 min 1 i N Maximum Doorway Depth Clear Doorway Width and Depth r 48 min 1 48 mit Two Hinged Doors in Series 36 min 1 4 max 32 min alternate doorlocation caKon m I I 5 ei c I \E E c E +N� ~ _ c E dear floor $ M space 12 max E 4 56 min W/52 min wall mounted w.c. 59 min w/ fir. mounted w.c. 56 min w wall n 42 min latch 59 min w fir. rt X ony other approaches 48 min L- i back wall side - side wall I wall - I- - E L_J M i CD co ---------- 60 min 1525 Note: inside finished dimensions measured at the center points of opposing sides 3611x 60" SHOWER STALL r ---------i I � I cI I E - I I $ - I�� I I I I I I I I I I NOTE: x = 12 in (305 mm) If door has both a closer and latch. II 54 min ---- ------------- I I EF) I I I I I I I NOTE: x = 36 in (915 mm) minimum if y = 60 in NOTE: y = 48 In (1220 mm) minimum if door has (1525 mm): x = 42 in (1063 mm) minimum H y = both a latch and dossr. II 54 In (1370 mm) (b) �ll Hinge Side Approaches - Swinging Doors X 24 min 24 min X e I I I I IrE I I I I NOTE: y = 54 in (1370 mm) minimum if door has NOTE. y = 48 in (1220 mm) minimum if door has closer. closer. \ II 54 min I I I I I I I I E I I I i Front Approach - Sliding Doors Slide Side Approach - -Sliding Doors and Folding Doors and Folding Doors X 24 min NOTE: All doors In alcoves r ---- --� shall comply with the clearances I I for front approaches E I I I I cla I I Ia I //,- rte 36 min 12 max 401421 min 36 max I� runs ti/ c o of E o. L- i back wall side - side wall I wall - I- - E L_J M i CD co ---------- 60 min 1525 Note: inside finished dimensions measured at the center points of opposing sides 3611x 60" SHOWER STALL r ---------i I � I cI I E - I I $ - I�� I I I I I I I I I I NOTE: x = 12 in (305 mm) If door has both a closer and latch. II 54 min ---- ------------- I I EF) I I I I I I I NOTE: x = 36 in (915 mm) minimum if y = 60 in NOTE: y = 48 In (1220 mm) minimum if door has (1525 mm): x = 42 in (1063 mm) minimum H y = both a latch and dossr. II 54 In (1370 mm) (b) �ll Hinge Side Approaches - Swinging Doors X 24 min 24 min X e I I I I IrE I I I I NOTE: y = 54 in (1370 mm) minimum if door has NOTE. y = 48 in (1220 mm) minimum if door has closer. closer. \ II 54 min I I I I I I I I E I I I i Front Approach - Sliding Doors Slide Side Approach - -Sliding Doors and Folding Doors and Folding Doors X 24 min NOTE: All doors In alcoves r ---- --� shall comply with the clearances I I for front approaches E I I I I cla I I Ia I Latch Side Approach - Sliding Doors and Folding Doors Maneuvering Clearances at Doors (Continued) DOORS & MANEUVERING CLEARANCES DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL GENERAL CONTRACTOR David P. King, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE • •\ FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: DWS CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: ADA GUIDELINES SHEET NUMBER ADA -1 2 27'-0" 23'-0" 3 25'-0" 4 ) (4.1 24'-0" 5 225'-0" 27'-0" SYMBOO LEGEND A R C' iffill I T E Cl" COMBO ILLUMINATED EXIT LIGHT AND 2 -HEAD EMERGENCY LIGHT W/ 7500 SW 61ST AVE BATTERY BACK UP ® ILLUMINATED EXIT LIGHT W/ BATTERY OCALA, FL. 34476 BACK UP 352.873.3737 (PH) WALL MOUNTED, 2 -HEAD EMERGENCY 352.873.0737 (FAX) LIGHT W/ BATTERY BACK UP O SMOKE DETECTOR FE 2A1OBC FIRE EXTINGUISHER x 0 24'-0" 25'-0" 23'-0" 0 27'-0" ---- --- ------------- --- — 1164_TRAVELDISTANCE -- ------------------ E � FE -ID /I` _@" I I I -4e� r' AEz '< > %b, I z �r FIRE EXTINGUISHER TO BE MOUNTED TO WAREHOUSE RACK NEARjCENTER I I I I 1OF ROOM OY 8" CMU WALL AT I z EACH SIDE OF TRUCK U i 0' RAMP l oLu J � > I I I = I I I k;e max U Lij \\\ I 1 l r / Ln \ �L 20'-0" I A', FE eo D o I I I // FUTURE OFFICES \\ Y 4 - 9') 22 I j1'RE I SER i� I / ----------------------- - - -- -- -- -- -- - -- -- -- -- -- --T- --- - -- -- -- -- -- - -- -- -o w `Y w 'Y •Y 'Y 'Y w w w w w `V `v •Y `Y 'Y w `Y `V `V w `Y i ^ •V w •-Y w w w I w w w Y Y Y w w w w --•�----Y--1"_--------- --_ --- w w w •Y w w •V w P v' w `V w `Y w `V `Y •Y W w W D 23 80'-0" 10 LIFE SAFETY PLAN Scale: 1/8" = 1'-0" 2 0 DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL GENERAL CONTRACTOR David P. Ding, Jr A R C' iffill I T E Cl" 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR FOX, 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: DWS CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: LIFE SAFETY PLAN SHEET NUMBER LS1 i 1 1 a t DESIGN No. U419 April 9, 2013 NON BEARING WALL RATINGS - 1, 2, 3, OR 4 HR (SEE ITEMS 4 & 5) 1. Floor and Ceiling Runners — (Not shown) — For use with Item 2 — Channel shaped, fabricated from min 25 MSG corrosion—protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. IA. Framing Members* — Floor and Ceiling Runner — Not shown — In lieu of Item 1 — For use with Item 28, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25? Track CRACO MFG INC — SmartTrack? MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25? Track PHILLIPS MFG CO L L C — Viper25? Track 1B. Framing Members* — Floor and Ceiling Runner — Not shown — In lieu of Item 1 — For use with Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20? Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20? Track PHILLIPS MFG CO L L C — Viper20? Track 1C. Framing Members*— Floor and Ceiling Runners — (Not shown) — In lieu of Item 1 — Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL do GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 1D. Floor and Ceiling Runners — (Not shown)—For use with Item 2A— Channel shaped, fabricated from min 20 MSG corrosion—protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1E. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Items 2E, 5F or 5G or 51 only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA BUILDING SUPPLIES — ProTRAK RAM SALES L L C — Ram ProTRAK SOUTHEASTERN STUD do COMPONENTS INC - ProTRAK STEEL STRUCTURAL SYSTEMS L L C — Tri—S ProTRAK 1F. Framing Members* — Floor and Ceiling Runner — Not shown — In lieu of Item 1 — For use with Item 2F, proprietary channel shaped runners, minimum width to accommodate stud size, with 1— 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 1G. Framing Members* — Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1H. Floor and Ceiling Runners — (Not shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20? Track VT100. 11. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Items 2H, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C — TRUE—TRACK? 1J. Framing Members* — Floor and Ceiling Runner — Not shown — In lieu of Item 1 — For use with Item 21, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Viper25? Track 1K. Framing Members* — Floor and Ceiling Runner — Not shown — In lieu of Item 1 — For use with Item 2J, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick gals steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Viper20? Track 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion—protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, 5H and 5J) Channel shaped, fabricated from min 20 MSG corrosion—protected or gals steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction—fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2B. Framing Members* — Steel Studs — (As an alternate to Item 2, For use with Items 5C or 51) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a %2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25? CRACO MFG INC — SmartStud? MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25? PHILLIPS MFG CO L L C — Viper25? 2C. Framing Members* — Steel Studs — Not shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick gals steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20? MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20? PHILLIPS MFG CO L L C — Viper20? 2D. Framing Members*— Steel Studs — In lieu of Item 2 — Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL do GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System bare metal *_ 51 fabricated from min. 0.015 in. min r — as indicated under Item 5F 5G or r 2E. Framing Members Steel Studs (Not shown, As an alternate to Item 2) —For use with Items 5F or 5G or 51 only, channel shaped studs, min depth n thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD MFCWBS L L C — ProSTUD MBA BUILDING SUPPLIES — ProSTUD RAM SALES L L C — Ram ProSTUD SOUTHEASTERN STUD do COMPONENTS INC — ProSTUD STEEL STRUCTURAL SYSTEMS L L C — Tri—S ProSTUD 2F. Framing Members* — Steel Studs — Not shown — In lieu of Item 2 — proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2G. Framing Members* — Steel Studs — Not shown — In lieu of Item 2 — proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2) — Fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE—STUD? 21. Framing Members* — Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a %2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. TELLING INDUSTRIES L L C — Viper25? 2J. Framing Members* — Metal Studs — Not shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper20? 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only.)— (Not Shown) — 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP -108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat—head self—drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool baits, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Gypsum Board Protection on Each Side of Wall Rating, Hr Min. Stud Depth, in. Items 2, 2C, 2D, 2F and 2G No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4) 1 3-1/2 1 layer, 5/8 in. thick Optional 1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in. thick 3 in. 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional 4 2-1/2 2 layers, 3Z4 in. thick 2 in. CGC INC — 1/2 in. thick Type C, IP—X2 or IPC—AR; WRC, 5/8 in. thick Type AR, C, IP—AR, IP—X1, IP—X2, IPC—AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP—X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP—X2, IPC—AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP—X1, AR, C, WRC, FRX—G, IP—AR, IP—X2, IPC—AR ; 3/4 in. thick Types IP—X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP—X2, IPC—AR or WRC; 5/8 in. thick Type AR, C, IP—AR, IP—X1, IP—X2, IPC—AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP—X3 or ULTRACODE When Item 713, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CGC INC — Type SHX. UNITED STATES GYPSUM CO — Type FRX—G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (Not Shown) — As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or ? in. thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) — Nom 5/8 in. or ? in. may be used as alternate to all 5/8 in. or ? in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or ?in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item i t) or Lead Discs or Tabs (see Item 12). RAY—BAR ENGINEERING CORP —Type RB—LBG 5C. Gypsum Board* — (For Use With Item 2B) Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) — The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) — The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC — Type SCX. UNITED STATES GYPSUM CO — Type SCX, SGX. USG MEXICO S A DE C V — Type SCX. 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. UNITED STATES GYPSUM CO — Type USGX. 5E. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX. 5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1 E and 2E only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr No. of Min. Stud Layers Depth, in. & Thkns Min Thkns of Insulation (Item 4) 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1 1-5/8 1 4 layers, 1/2 in. thick Optional CGC INC — 1/2 in. thick Type C, IP—X2 or IPC—AR;, 5/8 in. thick Type AR, C, IP—AR, IP—X1, IP—X2, IPC—AR, SCX, SHX, or; 3/4 in. thick Types IP—X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP—X2, IPC—AR or; 5/8 in. thick Type SCX, SGX, SHX, IP—X1, AR, C, , FRX—G, IP—AR, IP—X2, IPC—AR ; 3/4 in. thick Types IP—X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP—X2, IPC—AR or; 5/8 in. thick Type AR, C, IP—AR, IP—X1, IP—X2, IPC—AR, SCX, SHX, or; 3/4 in. thick Types IP—X3 or ULTRACODE 5H. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) — Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 11 A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC —Type X—Ray Shielded Gypsum 51. Gypsum Board* — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated in Item 5. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 5J. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ—L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP — Lead Lined Drywall 6. Fasteners — (Not shown) — For use with Items 2 and 2F — Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in, thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer— 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer— 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first Iayer.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 panels, spaced 24 in. OC. Third layer— 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four—layer systems: First layer— 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer— 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer— 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer— 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 7. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion—protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting Ion T 1 in. stud with 1/ Type 2 steel screws. Not for use with Item 5A and 5E. 2 9 YP S 7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 1-1/2 in. minimum self—drilling, S-12 steel screw through the center grommet. RSIC—V and RSIC—V (2.75) clips secured to studs with No. 8 x 9/16 in. minimum self—drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC—V clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC—V (2.75) clips for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL INC — Types RSIC-1, RSIC—V, RSIC-1 (2.75), RSIC—V (2.75). 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG gale steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 79a) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members* — Optional — Not Shown — Used as an alternate method to attach resilient channels (Item 7). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the steel stud with min. 1 in. long Type S-12 steel screws through the center hole of the clip and the resilient channel flange.' KEENE BUILDING PRODUCTS CO INC — Type RC Assurance. 7D. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with' Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self—drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP B. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* — (Optional, not shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO DEC 3 2018 DRAWING ISSUE DATE: REVISED: 1 Q SEAL GENERAL CONTRACTOR FOR PERMIT 17 OCT 2018 29 NOV 2018 V David P. Icing, Jr AR (-"HiTE�(",T 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: DWS CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: NEW PAGE rUL DETAILS Q SHEET NUM LS2 1 2 3 " , „ , f, , „ ISI 27 -0 I 23 -0 1 25 -0 I I 24 -0 I A — I D I 17 D 26 I I I I I I I I i SERV SINK w%I�o 1 --- SINK EWc I ELT R� I "wc SHOP BREAK RM NCV OILET SECRETARY CO FERENCE ® / LAV 1 I OMENS wcp I I 20'-0" TO ET Rwt ,/H --� D OFFICE 2 I 15 C6) I — — I , W I Q LOBBY IT/PH/ELEC FILE ROOM OFFICE 1 J I W I I I— — — —— — — — — — — — — — — FI — -------------=----------- I `Y d '17777 7-w w w w V J, `!, `t, V w Y w •Y wV w w Y w Y ." w w. ti" V, w •V w w ., v w w w wY w w •Y w `Y 'Y V Y w W w '"✓ v w. w w w 'V w w w `Y w w w w 'V + `Y 'Y w w w 80'-0" w w `Y Y L Y Y L Y `Y W w w Y I w w w w w w v w w Y w w w w w w 225'-0" 27'-0" (FF 96'J0") I40=.111 TRUCK PIT z 0 0 W 0 - ID O 0 (FF 100'-0") 0- - - - - - - - - - - - - - -0 65'-0" 24'-0" 1 I 8" CMU WALL AT EACH SIDE OF TRUCK RAMP 25'-0" 23'-0" 27'-0" !I O N 7- \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / I / I / 20'-0" I \ / I D 1 20 61�'— FUTURE OFFICES \\ 1 o I I // Ln I N 4'-9" / \ I / \ I \ I / \ I IRE (0 I _ _ __--___ _ _ _ __ __ __ _--- -___ _-� _ ------ w w �V w w 'l, w `V w d, i '-Y ✓ W v +V V, �'✓ w w w w w V, w ww w w w w w w -Y w V, w w 'J, w LL—�—_�_—--—_.�_____.___—_ D w w w w w `Y w w v -v w w `v w w Y w •-Y w w w w w w w w w w + 'Y 23Ld 0 80'-0" O Q 3 w Y W U L� V y O Y Y H O J w 'v w -Y w y A, V) 0 w w v w 0 w w w w w a 3 w Y Y W U O Y Y w 0 OVERALL FLOOR PLAN Scale: 1/8" = 1'-0" DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL I GENERAL CONTRACTOR f PROJECT NEW OFFICE/ WAREHOUSE FOR Fox PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: DWS CHECKED BY: A i APPROVED BY: DPK David P. Ding, Jr ARCHITECTI i FLOOR 7500 SW 61ST AVE SHEET NUMBER SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR Fox PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: DWS CHECKED BY: A i APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: i FLOOR PLAN SHEET NUMBER Al L c m N W O N N 1 2 I I 65'-3" 15'-0" 209:16" 9'-6" 0" 7'-3 D SERV 1 SINK o ------- ® HCP �S \ HI/LO O I SINK ® EWC" I 12 LET RM %'P Wc � HOP \ CP , TOILET L ET BREAK RM • D SECRETARY CO FERENCE I % ,3 " D "I (10) HC I" MENS1WCP t4 I eq TO ET RM A/H D M r------ p O6 I I - I 1 03 p M O D I D D I OFFICE 2 I 04 05 07 I I � � 15'-0" I De2 00 "0 LO 1 i Tri A3., i 2 i LO BY IT/PH/ELEC FILE ROOM OFFICE 1 I O ' 3 9'-3" I I tn 15'-9" 10'-0" 10'-11" 11'-1" W I Q I 3 I w I o II ---- ---- ----- ----- ---- ----------- --------------------- ----- --- 1 —--- —Ln ---------- ----- ----- ---- ---- ---- I --- ---- T--- ----- --- ----- ----T-- 1 i 5 5 5 I 3 �L �•I✓ � �!✓ �l✓ � I .li �V �jr �✓ �jr 5 �' / �l✓ li �5 ' / ✓ V 1✓ �.✓ �I✓ �l✓ �.V �� �J✓ �!✓ �I✓ I O O ✓ ✓ L ----------1� .I✓ lr I✓ li li ✓ I --------------I------'1------� ------ V I✓ ✓ ✓ V ✓ �V Ali -li �l✓ �jr �% Ali o w D a O1 l✓ Ji V j li J/ l/ jr I✓ V fi .j✓ jr li (i V I✓ I✓ li l✓ �✓ jr �� li 3 2 U A3.1 Ali �✓ �.i Ali �i Ali Ali �i,i Ali Ali �i �i �I Ali 0 0 DEC 3 2018 0 x O Z a w V1 U ENLARGED FLOOR PLAN /OFFICES U w E O U I WINDOW SCHEDULE MARK SIZE TYPE MATERIAL NOTES WIDTH HEIGHT 1 3 )-2 9'-6' 2 A3.1 ALUM -- 2 3'-2" 2'-6" 2 A3.1 ALUM -- 3 8'-0" 9'-6" 2 A3.1 ALUM W 3070 DOOR 4 8'-0" 2'-6" 2/A3.11 ALUM -- 5 3'-2" 7'-1" 2/A3.11 DOOR AND FRAME SCHEDULE DOOR FRAME Closer NOTES MARK SIZE MATL WD HGT THK MATL 1 3'-0" 7'-0" 1 3/4" -- -- YES ALUM STORE FRONT 2 3'-0" 7'-0" 1 3/4" -- -- -- -- 3 3'-0" 7'-0" 1 3/4" -- -- -- -- 4 3'-0" 7'-0" 1 3/4" -- -- -- -- 5 ALUM -- DOOR AND FRAME SCHEDULE DOOR FRAME Closer NOTES MARK SIZE MATL WD HGT THK MATL 1 3'-0" 7'-0" 1 3/4" -- -- YES ALUM STORE FRONT 2 3'-0" 7'-0" 1 3/4" -- -- -- -- 3 3'-0" 7'-0" 1 3/4" -- -- -- -- 4 3'-0" 7'-0" 1 3/4" -- -- -- -- 5 3'-0" 7'-0" 1 3/4" -- -- -- -- 6 3'-0" 7'-0" 1 3/4" -- -- -- -- 7 3'-0" 7'-0" 1 3/4" -- -- -- -- 8 3'-0" 7'-0" 1 3/4" -- -- -- -- 9 3'-0" 7'-0" 1 3/4" -- -- YES - -- 10 3'-0" 7'-0" 1 3/4" -- -- -- -- 11 3'-0" 7'-0" 1 3/4" -- -- YES -- 12 3'-0" 7'-0" 1 3/4" -- -- YES -- 13 3'-0" 7'-0" 1 3/4" -- -- YES -- 14 3'-0" 7'-0" 1 3/4" -- -- -- -- 15 3'-0" 7'-0" 1 3/4" -- -- -- -- 1 6 10'-0" 14'-0" 1 " -- -- -- OHD — COIL UP 17 3'-0" 7'-0" 1 3/4" -- -- -- -- 18 3'-0" 7'-0" 1 3/4" -- -- -- -- 19 3'-0" 7'-0" 1 3/4" -- -- -- -- 20 10'-0" 14'-0" 1 " -- -- -- OHD — COIL UP 21 3'-0" 7'-0" 1 3/4" -- -- -- -- 22 3'-0" 7'-0" 1 3/4" -- -- -- FIRE RISER ROOM 23 3'-0" 7'-0" 1 3/4" -- -- -- ALUM STORE FRONT 24 3'-0" 7'-0" 1 3/4" -- -- -- -- 25 12'-0" 14'-0" 1 " -- -- -- OHD — COIL UP 26 12'-0" 14'-0" 1 " -- -- -- OHD — COIL UP 1 DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: 1 29 NOV 2018IQA SEAL GENERAL CONTRACTOR David P. ARCHITECT King, i PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: ENLRAGED FLOOR. PLAN ` SHEET NUMBER A1.1 Jr 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: ENLRAGED FLOOR. PLAN ` SHEET NUMBER A1.1 DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL GENERAL CONTRACTOR i I Daviel P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 L Q M b O N O 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 O i i i i ELEVATION -LEFT. — _ — — — 125'-10" [AVE HEIGHT rf� fi122'-0" EAVE HEIGHT — — — HANGER ROD CANOPY LlOIJ ELEVATION -RIGHT EXHAUST VENTS AT TRUCK BAY Ful l FZ ELEVATION -REAR 0 0 I i W 3 U 122'-0" [AVE HEIGHT 0 CO T. 8x8 GUTTER CORRUGATED METAL STEEL BUILDING PANEL W/ EIFS TRIM COLUMN DO NSPOU V) U W 3 - ..... ... OPEN TRUCK BAY - ...._ ... _... ifl U SLOPED DN 48" _ ALUM SF, INSULATED GLASS E ILIL CONCRETE FILLE STEEL BOL (TYP) FENCE AT OF ) _ _ N L L—_ —1 �� _ - SLOPED RAMP, SIDE f IEEI d=IZ ,�11=1 1001 3070 HM DOOR/FRAME 3070 HM DOOR/FRAME a N W/ 4" HEAD W/ 4" HEAD ELEVATION -FRONT W 0 U 0 U S DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL GENERAL CONTRACTOR i I Daviel P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE rellS FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: DWS ARCHITECT'S PROJECT No.: SHEET TITLE: ELEVATIONS SHEET NUMBER A2 O � SECTION AT TRUCK BAY/DOCK Scale: 1/4" = 1'-0" DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL GENERAL CONTRACTOR A David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW �S OFFICE/ WAREHOUSE FOR. FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: DWS CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: BUILDING SECTIONS SHEET NUMBER A3 , 7, „ T 3'-2" T I in T T 8'-0" T 3'-0" ")LU I IUM A I Ut'rll.t AKLA 0 rl e: 3/4" = 1'-0" DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL i GENERAL CONTRACTOR Davie( P. Ding, Jr A R (("'H APPROVED BY: IT ECT ARCHITECT'S PROJECT ^_ I rl T O T T 3'-2" T I in T T 8'-0" T 3'-0" ")LU I IUM A I Ut'rll.t AKLA 0 rl e: 3/4" = 1'-0" DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL i GENERAL CONTRACTOR Davie( P. Ding, Jr A R (("'H APPROVED BY: IT ECT ARCHITECT'S PROJECT No.: 7500 SW 61ST AVE SHEET NUMBER A3.1 SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: DWS CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: SECTIONS SHEET NUMBER A3.1 1 O SECTION AT LOBBY DESK a 1 Q U 0 U i DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: 1 29 NOV 2018 SEAL GENERAL CONTRACTOR ! David P. Ding, Jr A R C fil IT E CT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: ! PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: DWS CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: SECTIONS SHEET NUMBER A3.2 MII N rJ N T N I I \ \ I I I I \ \ I I I I I I \ \ I I I I I I \\\\\\ I I i t MTL STUD SUPPORT \ \ j I I FRAMING AS REQUIRED I I I I •\ \\ F---------i-i------------------------II I--------------- L---- -7 =---------------------------- 3-5/8" MTL. STUD AS DIAGONAL BRACE, \\ ' 3-5/8 MTL. STUD 48" OC. AS DIAGONAL BRACE, 48" OC. SUSPENDED ACOUSTICAL CEILING AT 15'-10" AFF WINDOW TO BE TWO HOUR RATED RAE IUS SOFFIT 0 0 BLACKED OUT WALL PER UL U419 o TO UNDERSIDE OF ROOF DECK. INSULATED FOR SOUND. SEE LS2 FOR END WALL STEEL BY UL U419 DETAILS. 0 4 STEEL BLDG MFR. Q I f N SUSPENDED ACOUSTICAL CEILING AT 12'-0" AFF 0 GWB COLUMN WRAP 0 SUSPENDED ACOUSTICAL CEILING AT 9'-6" AFF 1 � o w O y GWB WRAPPED GWB COLUMN WRAP 3 OPENING w U 0 I Ln o ow 0 0' RA IUS RECEPTION CO NTER ALUM STORE FRONT, INSULATED GLASS w U (TYP) o N 0 DEC 3 2018ly 0 Z a I N x N o 1 z a 0 U w 1 O SECTION AT LOBBY DESK a 1 Q U 0 U i DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: 1 29 NOV 2018 SEAL GENERAL CONTRACTOR ! David P. Ding, Jr A R C fil IT E CT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: ! PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: DWS CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: SECTIONS SHEET NUMBER A3.2 L Q V M O N n O 1 � � I I I I I I I I I • / I \ I I 1771 Uri I ' I L\ 1 I I 1 I i I I I I I i I Lr ---------I I \ / I , I I 3 I Lf I I I I 1 1 I 1 1 , I I I I I I 71 I I I I I a w 0 — - — Ln 0 w V) :DA/ w Q �I 4/ \p \b, W U 0 0 J O Z Q N X O Z Q 0 V, F LiU REFLECTED CEILING PLAN U CC W O U DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL GENERAL CONTRACTOR David P. A R C�, H I T E (.-'4 T King, Jr 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) I REGISTRATIONS: I I STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 1 \ I 1 \ l / I 1 1 � DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL GENERAL CONTRACTOR David P. A R C�, H I T E (.-'4 T King, Jr 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) I REGISTRATIONS: I I STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 1 \ I 1 DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL GENERAL CONTRACTOR David P. A R C�, H I T E (.-'4 T King, Jr 7500 SW 61ST AVE PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 327714 CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: REFLECTED CEILING PLAN SHEET NUMBER A4 SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 327714 CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: REFLECTED CEILING PLAN SHEET NUMBER A4 27'-0" 2.3'-0" 25'-0" 5'-0" 19'-0" 27'-0" 19'-0" 5'-0" 25'-0" 23'-0" 27'-0" DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL GENERAL CONTRACTOR David P. Ding, Jr A R (,", H I T E C' T 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: DWS CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: FOUNDATION PLAN SHEET NUMBER s 1 TERMITE EARTH F COMPAC 95% MIP DRY DEP 4'_0„ SO SECTION AT END WALL COLUMN Scale: 3/4" = 1'-0" BOND =S D. C. 5" 3000psi CONC SLAB REINFORCED WITH 6x6:10/10 W.W.M. AND #3's AT 18" OC EW AND POURED ON 6mil VAPOR BARRIER ON TERMITE TREATED SOIL COMPACTED TO (MIN) 95% MAX DRY DENSITY (MOD PROC) ----------------------------- 5'-0"SQ x 30"D CONC PAD REINFORCED WITH (5) #5's EW, TOP AND BOTTOM OF SLAB i i i L --------- 12"D REINF'D ' SECTION AT MAIN FRAME d ° 16 ° ff 4" SLAB W/ MIN 8" THICKENED EDGE REINF'D W/ (1) #5 CONT 8" CMU RETAINING REINF'D W/ VERTICAL #5's IN FULLY GROUTED CELLS 16 "OC EXPANSION JOINT SLOPED DRIVE e 8„ ° ° d ° e d d ° I—IIIIIIIII—III—III i III—III—III—III: 11-1 I I— I I= III—TREATED EARTH FILL 7:111-11 1I 1-111-11 d — ° o° o° °d ° o °d 24" STEMWALL DET U - PREFABRICATED DOWNSPOUTS (SEE ELEVATIONS FOR LOCATIONS) - PREFABRICATED MTL BUILDING STRUCTURE (SEE MANUFACTURERS DRAWINGS FOR SPECIFICATIONS AND INSTALLATION GUIDELINES PREFABRICATED WALL GIRT EXTERIOR MTL WALL PANELS R-10 VINYL FACED INSULATION FINISH FLOOR HEIGHT 100'-0 SEE CIVIL DRAWINGS FOR GRADE AND SURFACE INFORMATION -24"D x 16"W PERIMETER CONC FTG REINF'D W/ (2) #5's CONT Scale: 3/4" = 1'-0" 12"D x 24"W CONC FTG POURED ON UNDISTURBED SOIL AND REINF'D W/ (3) #5's CONTI PREFABRICATED ROOF PURLINS PREFABRICATED MTL ROOFING SYSTE!%4 R-10 VINYL FACED INSULATION PREFABRICATED EAVE STRUT METAL BUILDING EAVE HEIGHT 116'-0" SECTION AT MAIN FRAME Scale: 3/4" = 1'-0" DRAWING ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL l� GENERAL CONTRACTOR David P. Ding, Jr A R" C t"i I T E C T 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: DWS CHECKED BY: APPROVED BY: DPK ARCHITECT'S PROJECT No.: SHEET TITLE: FOUNDATION DETAILS SHEET NUMBER , I , , , DRAWING ISSUE: ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL ��(a Yj►8lOPq/��0 RENC� vim` ��• r • ., �s�r��� �C E �m No.6�6 g E e 'd,,,�Q ••'� SRN .•' �� `: Blake t(b 5'uddeth P.E. #: 69060 Josepk, Lawrence 8C Co Consultinq Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE • �j FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ARCHITECT'S PROJECT No.: xx-xxxx SHEET TITLE: SYMBOLS & LEGENDS ELECTRICAL SHEET NUMBER E0.1 4 4 4 ELECTRICAL LEGEND ABBREVIATIONS GENERAL NOTES 2 N WIRING AND POWER PANELS 1) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL A — AMPERES ELECTRICAL CODE (NFPA 70), AND THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE. S* SWITCH A/C — AIR CONDITIONING XXX NEW ELECTRICAL PANEL AC — ALTERNATING CURRENT 2) CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND COORDINATE WITH EXISTING EQUIPMENT PRIOR TO (NONE) SINGLE POLE TOGGLE SWITCH MDP MAIN DISTRIBUTION PANEL (SEE PANEL SCHEDULE) AFF — ABOVE FINISHED FLOOR BIDDING. 2 TWO POLE TOGGLE SWITCH 3 THREE WAY TOGGLE SWITCH TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION AFG — ABOVE FINISHED GRADE 3 ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE LABEL LISTED BY AN ) WP SINGLE POLE WEATHERPROOF SWITCH ATS AUTOMATIC TRANSFER SWITCH AHU — AIR HANDLING UNIT APPROVED THIRD—PARTY TESTING AGENCY. K SINGLE POLE KEYED SWITCH OS OCCUPANCY SENSOR SWITCH ® ELECTRICAL SYSTEMS PANEL AWG — AMERICAN WIRE GAUGE BUILDING: M MANUAL MOTOR CONTROLLER W/O OVERLOADS XXX C — CONDUIT 4) INSTALLATION HEIGHT OF EQUIPMENT (TO CENTERLINE) ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE SACP SECURITY ALARM CONTROL PANEL SHALL BE: FACP FIRE ALARM CONTROL PANEL CFL — COMPACT FLUORESCENT LAMP S abc LOWER CASE LETTERS INDICATES SWITCHING DESIGNATIONS, MC MASTER CLOCK CONTROL PANEL CH — COUNTER HEIGHT RECEPTACLE = 18" QUANTITY OF LETTERS EQUAL QUANTITY OF GANGED SWITCHES PA PUBLIC ADDRESS CONTROL PANEL CLOCK = 7'-6" IMP FIRE ALARM ANNUNCIATOR PANEL CONC — CONCRETE SWITCH = 44" COND — CONDUIT MODULAR JACK FOR WALL MOUNTED TELEPHONE = 52" m* SINGLE RECEPTACLE MODULAR TELEPHONE K 18" T CU — COPPER TELEVS ON OULET 84 GFI GROUND FAULT CIRCUIT INTERRUPTER LIGHTING DISC — DISCONNECT COMPUTER OUTLET = 18" WP WEATHERPROOF CALL SWITCH = 44" IG ISOLATED GROUND ECB — ENCLOSED CIRCUIT BREAKER REMOTE TEST STATION FOR DUCT DETECTOR = 52" C COUNTER HEIGHT (ABOVE COUNTER OR 42" AFF) XXLIGHTING ELEC — ELECTRICAL C = ABOVE COUNTER BACKSPLASH, COORDINATE WITH ARCHITECTURAL ELEVATIONS AND MILLWORK. FIXTURE 0 Q LE R (SEE LIGHTING FIXTURE SCHEDFOR LT EM — EMERGENCY qp* DUPLEX RECEPTACLE 0 DESIGNATION AND DESCRIPTIONUOF FIIXTURES) EMS — ENERGY MANAGEMENT SYSTEM 5 ALL CONDUIT AND WIRING SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS UNLESS NOTED ) OTHERWISE OR APPROVED BY THE ARCHITECT/ENGINEER. ALL DEVICE OUTLET BOXES SHALL BE RECESSED UNLESS NOTED OTHERWISE OR APPROVED BY THE ARCHITECT/ENGINEER. WHERE APPROVED GFI GROUND FAULT CIRCUIT INTERRUPTER EF — EXHAUST FAN OR NOTED SURFACE METAL RACEWAY AND DEVICE BOXES SHALL BE USED IN LIEU OF CONDUIT AND WP WEATHERPROOF � EMERGENCY/NIGHT LIGHT LIGHTING FIXTURE EMT — ELECTRICAL METALLIC TUBING CONCEALED BOXES AT NO EXTRA COST TO THE OWNER. (G ISOLATED GROUND EWC — ELECTRIC WATER COOLER C COUNTER HEIGHT (ABOVE COUNTER OR 42" AFF) ® 9 EXIT LIGHTING FIXTURE UNIVERSAL MOUNT, SINGLE/DOUBLE FACE ETR — EXISTING TO REMAIN 6) ALL CONDUIT ROUTES SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFY FINAL ROUTE. EWC ELECTRIC WATER COOLER, COORDINATE LOCATION (WHERE USED, ARROW INDICATES CHEVRON DIRECTION) WITH PLUMBING CONTRACTOR EX — EXISTING 7) CONDUIT RUNS SHOWN ARE SCHEMATIC AND DO NOT INDICATE THE NECESSARY FITTINGS AND JUNCTION USB TAMPER RESISTANT RECEPTACLE WITH USB CHARGING OUTLET BATTERY POWERED EMERGENCY LIGHT BOXES THAT ARE INCLUDED IN THE SCOPE OF THE WORK. FA — FIRE ALARM —4 EMERGENCY LIGHT REMOTE HEAD FAAP — FIRE ALARM ANNUNCIATOR PANEL 8) CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL WIRING WITH THE SOURCE AND CIRCUIT AT ALL QUADRAPLEX RECEPTACLE ELECTRICAL EQUIPMENT, PULL AND JUNCTION BOXES AND ELECTRICAL TERMINATIONS PROVIDED OR *FACP FIRE ALARM CONTROL PANEL ASSOCIATED WITH THIS CONSTRUCTION. GFI GROUND FAULT CIRCUIT INTERRUPTER � TRACK LIGHTING G — GROUND WP WEATHERPROOF IG ISOLATED GROUND IL TRACK LIGHTING HEAD GFI — GROUND FAULT INTERRUPTER GROUNDING: C COUNTER HEIGHT (ABOVE COUNTER OR 42" AFF) GND — GROUND 9) ALL METAL RACEWAYS, INCLUDING CONDUIT, WIRE TROUGHS, WIREMOLD, ETC., SHALL BE GROUNDED. ALL WG WIRE CAGE LIGHT GUARD CONNECTIONS IN METAL RACEWAYS SHALL BE COMPLETED IN SUCH A MANNER AS TO MAINTAIN A GRC — GALVANIZED RIGID CONDUIT CONTINUOUS PATH TO GROUND THROUGHOUT THE ENTIRE LENGTH OF THE RACEWAY. 0* SPECIAL RECEPTACLE OS OCCUPANCY SENSOR — CEILING MOUNTED H.I.D. — HIGH INTENSITY DISCHARGE OSC OCCUPANCY SENSOR —CEILING MOUNTED —CORRIDOR HVAC — HEATING, VENTILATING, AND AIR CONDITIONING WIRING: X TYPE X (SEE RECEPTACLE SCHEDULE) 10) UNLESS NOTED OTHERWISE ON THE DRAWINGS OR ON THE EQUIPMENT WIRING SCHEDULE, EACH BRANCH C COUNTER HEIGHT osw OCCUPANCY SENSOR — WALL MOUNTED I.G. — ISOLATED GROUND CIRCUIT HOME RUN SHALL BE THREE (3) #12 AWG THHN/THWN (1 HOT, 1 NEUTRAL & 1 EQUIPMENT J — JUNCTION GROUND) IN 3/4" EMT CONDUIT. PROTECT EACH CIRCUIT WITH A 20 AMPERE, 1—POLE OVERCURRENT PP POWER POLE LC LIGHTING CONTACTOR DEVICE UNLESS NOTED OTHERWISE. COMBINED NEUTRALS ARE NOT PERMITTED. KAIC — (THOUSAND) AMPERE INTERRUPTING CAPACITY ® RECESSED FLOOR MOUNTED DUPLEX RECEPTACLE PC PHOTOCELL KVA — KILOVOLT—AMPERES OSURFACE—MOUNTED FLOOR DUPLEX RECEPTACLE SSWITCH * KW — KILOWATT LTG — LIGHTING O CEILING—MOUNTED DUPLEX RECEPTACLE OS OCCUPANCY SENSOR SWITCH MCM — THOUSANDS OF CIRCULAR MILS D DIMMER Q PLUG MOLD D3 THREE WAY DIMMER (INCANDESCENT) MCU — MASTER CONTROL UNIT C COUNTER HEIGHT MCP — MOTOR CIRCUIT PROTECTION MH — METAL HALIDE Q JUNCTION BOX N — NEUTRAL TELECOMMUNICATIONS DISCONNECT SWITCH NA — NOT APPLICABLE NF — NON—FUSED EPWP DISCONNECT SWITCH — WEATHERPROOF (NEMA 3R) IT DATA/COMM OUTLET NL — NIGHT LIGHT FUSED DISCONNECT SWITCH © TELEVISION OUTLET NEC — NATIONAL ELECTRICAL CODE sP SPEAKER NEMA — NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION 8 MAGNETIC MOTOR STARTER NFPA — NATIONAL FIRE PROTECTION ASSOCIATION COMBINATION FUSED DISCONNECT/ NIC — NOT IN CONTRACT * MAGNETIC STARTER SWITCH O.C. — ON CENTER HOA HAND/OFF/AUTO O.F.C.I. — OWNER FURNISHED CONTRACTOR INSTALLED SS START/STOP P — POLE 8 M MANUAL STARTER PNL — PANELBOARD PVC — POLYVINYL CHLORIDE vSD COMBINATION VARIABLE SPEED DRIVE AND DISCONNECT RGS — RIGID GALVANIZED STEEL vSD VARIABLE SPEED DRIVE RM — ROOM �/ MOTOR WITH DESIGNATOR SPEC — SPECIFICATION v EF -1 Ss — STAINLESS STEEL TC TIME CLOCK TVSS — TRANSIENT VOLTAGE SURGE SUPPRESSION wH WATER HEATER TYP — TYPICAL UON — UNLESS OTHERWISE NOTED HVP1-6 BRANCH CIRCUIT HOME RUN WITH PANEL NAME AND CIRCUIT NUMBER, V — VOLTS QUANTITY OF ARROWHEADS DENOTES QUANTITY OF BRANCH CIRCUITS W WIRE BRANCH CIRCUIT WIRING, PROVIDE QUANTITIES OF CONDUCTORS WP — WEATHERPROOF REQUIRED FOR CIRCUITING AND SWITCHING INDICATED POWER LEG ONLY (NO SWITCH LEG BETWEEN ROOMS) �—� MUSHROOM HEAD PUSH BUTTON (EMERGENCY STOP) [R RELAY I GROUND ROD ❑T TRANSFORMER FTI TYPE "K" TRANSFORMER K UH ELECTRIC UNIT HEATER (FURNISHED UNDER DIV 15 UNLESS NOTED OTHERWISE) NOTE: DEC 3 2018 SYMBOLS SHOWN ON THIS ELECTRICAL LEGEND ARE FOR REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS \ MAY NOT BE USED FOR THIS PROJECT. v ) DRAWING ISSUE: ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL ��(a Yj►8lOPq/��0 RENC� vim` ��• r • ., �s�r��� �C E �m No.6�6 g E e 'd,,,�Q ••'� SRN .•' �� `: Blake t(b 5'uddeth P.E. #: 69060 Josepk, Lawrence 8C Co Consultinq Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE • �j FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ARCHITECT'S PROJECT No.: xx-xxxx SHEET TITLE: SYMBOLS & LEGENDS ELECTRICAL SHEET NUMBER E0.1 4 4 4 L 7 N GENERAL NOTES: A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. E. ELECTRICAL ENERGY MONITORING: MEASUREMENT DEVICES (EMON DMON OR APPROVED SUBSTITUTION) SHALL BE INSTALLED IN NEW BUILDINGS TO MONITOR THE ELECTRICAL ENERGY OF THESE SYSTEMS (TOTAL ELECTRICAL ENERGY, HVAC SYSTEMS, INTERIOR LIGHTING, EXTERIOR LIGHTING AND RECEPTACLE CIRCUITS) PER ASHRAE 90.1 2013, SECTION 8.4.3.1. REFERENCE NOTES: O (1 PROVIDE CEILING MOUNTED, DUAL TECHNOLOGY, LOW VOLTAGE VACANCY SENSOR, WATTSTOPPER #DT -200 (OR APPROVED SUBSTITUTION) TO OVERRIDE WALL SWITCHES AND TURN OFF LIGHTS IF ROOM IS UNOCCUPIED FOR MORE THAN 30 MINUTES. COORDINATE LOCATION WITH CONDITIONS IN FIELD TO PROVIDE MAXIMUM COVERAGE OF SPACE. PROVIDE ADDITIONAL SENSORS, RELAYS, POWER PACKS, ETC. AS REQUIRED FOR COMPLETE COVERAGE OF SPACE. PROVIDE ALL CONDUIT AND LOW VOLTAGE WIRING AS REQUIRED TO INTERCONNECT LIGHTING POWER PACKS WITH RECEPTACLE POWER PACKS IN SPACE FOR AUTOMATIC CONTROL OF RECEPTACLES IF INDICATED ON POWER PLANS. INSTALLATION SHALL COMPLY WITH FLORIDA BUILDING CODE SECTION C405.6.1, 2017. O CONNECT EXTERIOR LIGHTING CIRCUIT VIA PHOTOCELL FOR AUTOMATIC CONTROL OF FIXTURES. (D PROVIDE CEILING MOUNTED, DUAL TECHNOLOGY, LOW VOLTAGE VACANCY SENSOR, WATTSTOPPER #DT -200 (OR APPROVED SUBSTITUTION) TO OVERRIDE WALL SWITCHES AND TURN OFF LIGHTS IF ROOM IS UNOCCUPIED FOR MORE THAN 30 MINUTES. COORDINATE LOCATION WITH CONDITIONS IN FIELD TO PROVIDE MAXIMUM COVERAGE OF SPACE. PROVIDE ADDITIONAL SENSORS, RELAYS, POWER PACKS, ETC. AS REQUIRED FOR COMPLETE COVERAGE OF SPACE. PROVIDE ALL CONDUIT AND LOW VOLTAGE WIRING AS REQUIRED TO INTERCONNECT LIGHTING POWER PACKS WITH RECEPTACLE POWER PACKS IN SPACE FOR AUTOMATIC CONTROL OF RECEPTACLES IF INDICATED ON POWER PLANS. INSTALLATION SHALL COMPLY WITH FLORIDA BUILDING CODE SECTION C405.6.1, 2017. ® COORDINATE EXACT LOCATION, CONNECTIONS REQUIREMENTS, AND CONTROL REQUIREMENTS FOR SUMP PUMP WITH PLUMBING CONTRACTOR PRIOR TO ROUGH—IN AND PROVIDE AS REQUIRED. 1 2 3 4 4.1 5 6 6.1 7 8 9 10 I I I I I I I I I I I I Scale: 1/8" = 1'-0" DRAWING ISSUE: ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL ?060 M NO BIANarba>e faith mm JLEM Josepk' Lawrence & Co Consultinq Lngineers &1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM 'G CA NO. F005856 David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ARCHITECT'S PROJECT No.: XX-XXXX SHEET TITLE: OVERALL FLOOR PLAN ELECTRICAL SHEET NUMBER E2.1 I I ISSUE FOR PERMIT 17 OCT 2018 I 11111 jw% 9 6 n 'lake Lawrence'Suddeth P.E. #: 69060 6eph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. F005856 i P. Ding, Jr CIHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) ;IDA AR 12,999 ZGIA 5044 LOUSE I )PERTIES .E POINT FLORIDA 32771 ROJECT No.: XX-XXXX MJR/KEM BLS/AJB BLS/AJB J E D PLAN i & SYSTEMS E2.2 ENLARGED FLOOR PLAN - LIGHTING Scale: 1/4" = 1'4" GENERAL NOTES: A. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURE LOCATIONS AND ORIENTATIONS. B. REFER TO ARCHITECTURAL ELEVATIONS AND SECTIONS FOR ADDITIONAL LIGHTING FIXTURE MOUNTING DETAILS AND INFORMATION. C. ALL EMERGENCY LIGHTING FIXTURES AND EXIT SIGNS SHALL BE CONNECTED "HOT" TO THE INDICATED LOCAL LIGHTING CIRCUIT. D. VERIFY ALL MOUNTING HEIGHTS AND PENDANT LENGTHS WITH ARCHITECT AND ENGINEER PRIOR TO ORDERING FIXTURES. E. EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A PERIOD OF 90 MINUTES IN THE EVENT OF FAILURE OF NORMAL LIGHTING. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOTCANDLE (10 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOTCANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOTCANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40:1 SHALL NOT BE EXCEEDED. F. ELECTRICAL ENERGY MONITORING: MEASUREMENT DEVICES (EMON DMON OR APPROVED SUBSTITUTION) SHALL BE INSTALLED IN NEW BUILDINGS TO MONITOR THE ELECTRICAL ENERGY OF THESE SYSTEMS (TOTAL ELECTRICAL ENERGY, HVAC SYSTEMS, INTERIOR LIGHTING, EXTERIOR LIGHTING AND RECEPTACLE CIRCUITS) PER ASHRAE 90.1 2013, SECTION 8.4.3.1. REFERENCE NOTES: O O PROVIDE CEILING MOUNTED, DUAL TECHNOLOGY, LOW VOLTAGE VACANCY SENSOR, WATTSTOPPER #DT -200 (OR APPROVED SUBSTITUTION) TO OVERRIDE WALL SWITCHES AND TURN OFF LIGHTS IF ROOM IS UNOCCUPIED FOR MORE THAN 30 MINUTES, COORDINATE LOCATION WITH CONDITIONS IN FIELD TO PROVIDE MAXIMUM COVERAGE OF SPACE. PROVIDE ADDITIONAL SENSORS, RELAYS, POWER PACKS, ETC. AS REQUIRED FOR COMPLETE COVERAGE OF SPACE. PROVIDE ALL CONDUIT AND LOW VOLTAGE WIRING AS REQUIRED TO INTERCONNECT LIGHTING POWER PACKS WITH RECEPTACLE POWER PACKS IN SPACE FOR AUTOMATIC CONTROL OF RECEPTACLES IF INDICATED ON POWER PLANS. INSTALLATION SHALL COMPLY WITH FLORIDA BUILDING CODE SECTION C405.6.1, 2017. O PROVIDE WALL MOUNTED, DUAL TECHNOLOGY, LOW VOLTAGE VACANCY SENSOR, WATTSTOPPER #DW -100-24 (OR APPROVED SUBSTITUTION) FOR AUTOMATIC CONTROL OF LIGHTING. CONNECT LIGHTING IN SPACE AS SHOWN ON PLANS VIA WATTSTOPPER LIGHTING POWER PACK #BZ -200 (OR APPROVED SUBSTITUTION). PROVIDE ALL ADDITIONAL POWER PACKS, RELAYS, SENSORS AS REQUIRED FOR COMPLETE COVERAGE OF SPACE AND SWITCHING AS SHOWN ON PLANS. PROVIDE ALL CONDUIT AND LOW VOLTAGE WIRING AS REQUIRED TO INTERCONNECT LIGHTING POWER PACKS WITH RECEPTACLE POWER PACKS IN SPACE FOR AUTOMATIC CONTROL OF RECEPTACLES IF INDICATED ON POWER PLANS. INSTALLATION SHALL COMPLY WITH FLORIDA BUILDING CODE SECTION C405.6.1, 2017. CIN m DRAWING ISSUE: DATE: REVISED: -- SEAL ISSUE FOR PERMIT 17 OCT 2018 �°�1111i1111o�� BI,�I?iarba+�t� E;�arth IP..E. #: ME Joseph, Lawrence 8c Co Consulting Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 David P. King, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: ARCHITECT'S PROJECT No.: SHEET TITLE: ENLARGED FLOOR PLAN LIGHTING E2.3 BL.S/AJB I ISSUE FOR PERMIT 17 OCT 2018 , I 8I.V24h.9,0 REN��� No 060 S��NALI0A (lake L�7aG��rhl�5uddeth P.E. #: 69060 )sepk, Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 i P.. Ding, Jr "ft."wH IT ECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) IIDA AR 12,999 ?GIA 5044 ]OUSE r )PE.RTIES .E POINT FLORIDA 32771 ROJECT No.: XX-XXXX Z. RISER W .I CAL E3.1 MJR/KEM BLS/AJB BLS/AJB ISSUE FOR PERMIT 17 OCT 2018 x 'J NO r 04 lake LaWdA suddeth P.E. #: 69060 >sepk, Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG,COM CA NO. F005856 i P. Ding, ]r ft".#H IT ECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) NDA AR 12,999 RGIA 5044 DOUSE FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ROJECT No.: XX-XXXX ULES ] CAL E4.1 Pipe Type Min Fill Mtl Thkns In. F Rating Hr. T Rating Hr. 2A 114 2 114 213 112 2 0 ISSUE FOR PERMIT 17 OCT 2018 r`, S lv0 d� 6 060 m m lake Lawt��riW Suddeth P.E. #: 69060 )sepk, Lawrence Co Consultincq Engineers 1180 HARWOOD AVE, SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 P. Ding, Jr �H IT ECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) 1IDA AR 12,999 ?GIA 5044 LOUSE FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ROJECT No.: XX-xxxx S :ICAC E5.1 I. GENERAL REQUIREMENTS: A. DO ALL WORK IN COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE (FBC-2017), NFPA 70 (NEC -2014) AND NFPA 101 (LIFE SAFETY CODE -2015), AND THE REGULATIONS OF THE LOCAL UTILITY TELEPHONE, CABLE TELEVISION AND POWER UTILITY COMPANIES. OBTAIN AND PAY FOR ANY AND ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES OF INSPECTIONS AND APPROVAL, AND THE LIKE, AND DELIVER SUCH CERTIFICATES TO THE ENGINEER. B. THE CONTRACTOR SHALL FURNISH, PERFORM, OR OTHERWISE PROVIDE ALL LABOR (INCLUDING, BUT NOT LIMITED TO, ALL PLANNING, PURCHASING, PAINTING, TRANSPORTING, RIGGING, HOISTING, STORING, INSTALLING, TESTING, CHASING, CHANNELING, CUTTING, TRENCHING, EXCAVATING AND BACKFILLING), COORDINATION, FIELD VERIFICATION, EQUIPMENT INSTALLATION, SUPPORT, AND SAFETY, SUPPLIES, AND MATERIALS NECESSARY FOR THE CORRECT INSTALLATION OF COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEMS (AS DESCRIBED OR IMPLIED BY THESE SPECIFICATIONS AND THE APPLICABLE DRAWINGS). C. ALL DRAWINGS AND SPECIFICATIONS ON THE PROJECT ARE COMPLEMENTARY, EACH TO ALL OTHER SETS, AND THEY SHALL BE USED IN COMBINATION FOR THE EXECUTION OF THIS WORK. DIVISION 16 WORK SHOWN ON ANY ONE SET OF DRAWINGS, INCLUDING ALL ARCHITECTURAL DRAWINGS, MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR GENERAL WORK AND EQUIPMENT, AND DIVISION 16 WORK CALLED FOR UNDER ANY SECTION OF THE PROJECT SPECIFICATIONS, SHALL BE CONSIDERED AS INCLUDED IN THIS WORK UNLESS SPECIFICALLY EXCLUDED BY INCLUSION IN SOME OTHER BRANCH OF THE WORK. THIS SHALL INCLUDE ROUGHING -IN FOR CONNECTIONS AND EQUIPMENT AS CALLED FOR OR INFERRED, THE CONTRACTOR SHALL CHECK ALL DRAWINGS AND SPECIFICATIONS FOR THE PROJECT AND SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL DIVISION 16 WORK. D. THE CONTRACTOR SHALL CAREFULLY CHECK THE DRAWINGS AND SPECIFICATIONS OF ALL OTHER TRADES AND DIVISIONS BEFORE INSTALLING ANY OF HIS WORK, HE SHALL IN ALL CASES CONSIDER THE WORK OF ALL OTHER TRADES, AND SHALL COORDINATE HIS WORK WITH THEM SO THAT THE BEST ARRANGEMENTS OF ALL EQUIPMENT, PIPING, CONDUIT, DUCTS, ROUGH -IN, ETC., CAN BE OBTAINED. E. LOCATIONS DESIGNATED FOR OUTLETS, SWITCHES, DEVICES, EQUIPMENT, ETC., ARE APPROXIMATE AND FINAL LOCATIONS SHALL BE VERIFIED IN THE FIELD. CONTRACTOR SHALL LOCATE ALL DEVICES UP TO 5 FEET IN ANY DIRECTION AS DIRECTED BY OWNER AND PER CODE. WHERE INSTRUCTIONS OR NOTES ARE INSUFFICIENT TO CONVEY THE INTENT OF THE DESIGN, CONSULT THE OWNER PRIOR TO BIDDING AND INSTALLATION. F. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING THE LOCATIONS OF DEVICES TO BE USED AND COORDINATING THE FINAL LOCATIONS OF ELECTRICAL EQUIPMENT WITH MILLWORK, SINKS, BENCHES, COUNTERS AND SHELVING PRIOR TO BIDDING AND INSTALLATION. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. OF T T THE SAME SIZE AND G. DIVISION 16 CONTRACTOR SHALL HAVE HAD EXPERIENCE A LEAS SCOPE AS THIS PROJECT, ON AT LEAST TWO OTHER PROJECTS WITHIN THE LAST FIVE YEARS IN ORDER TO BEQ UALIFIED TO BID THIS PROJECT. H. CONTRACTOR SHALL AND DOES HEREBY WARRANT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS SECTION OF THE SPECIFICATIONS TO BE FREE FROM DEFECTS AND TO FUNCTION OR OPERATE SATISFACTORILY FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE WORK, AND THAT ANY ITEMS NOT MEETING THIS REQUIREMENT WILL BE MADE GOOD BY HIM WITHOUT COST TO OWNER, PROVIDED SUCH DEFECTS OR FAILURES ARE NOT DUE TO ABUSE, NEGLECT, OR LACK OF REASONABLE AND ORDINARY MAINTENANCE. I. ALL WORK SHALL BE EXECUTED IN A WORKMANSHIP MANNER DISPLAYING A NEAT MECHANICAL APPEARANCE UPON COMPLETION. J. BALANCE TOTAL PHASE LOADS IN EACH ELECTRICAL PANEL TO A VALUE WITHIN 10% OF EACH OTHER. K. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO BE PERFORMED IN FINISHED/OCCUPIED SPACES, TO PREVENT DAMAGE TO ADJACENT AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS, AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; AND TO PREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN THE BUILDING OCCUPANT'S FURNISHINGS OR EQUIPMENT, L. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE BY HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK. THIS SHALL ALSO INCLUDE THE PATCHING OF EXISTING ROADWAYS (PAVED OR IMPROVED), PARKING AREAS, SIDEWALKS, WALLS, STAIRS, MECHANICAL WORK, CURBS, GUTTERS, ETC., CUT TO INSTALL WORK PROVIDED BY THE CONTRACTOR. PATCH WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTING FINISHES. M. UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH INTENT OF SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE SUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ENGINEER. THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, ETC., TO PERMIT INSPECTION AS REQUIRED. N. IN ACCORDANCE WITH DIVISION 1 AND THE CONDITIONS OF THE CONTRACT, THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF CONSTRUCTION "AS -GUILTS" BLUEUNE PRINTS WHICH SHALL BE CORRECTED DAILY, AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING ADDENDA AND CHANGE ORDERS IN ACCORDANCE WITH GENERAL REQUIREMENTS AND SPECIAL CONDITIONS. THIS SET OF PRINTS SHALL BE KEPT ON THE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTORS TO MAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. ELECTRICAL SCOPE: A. FURNISHING AND INSTALLATION OF POWER SYSTEMS, AND AUXILIARY SYSTEMS AS SHOWN OR HEREIN SPECIFIED. B. CONNECTION OF ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTION, MENTIONED IN THIS DIVISION OR SHOWN ON DRAWINGS, WHETHER FURNISHED BY DIVISION 16 OR UNDER OTHER DIVISIONS, OR FURNISHED BY OWNER. C. FURNISHING AND INSTALLATION OF OUTLET BOXES, CONDUIT RACEWAYS, FOR A TELEPHONE AND DATA RACEWAY DISTRIBUTION SYSTEM. (TELEPHONE AND DATA HARDWARE, AS WELL AS WIRING AND SOFTWARE IS NOT INCLUDED.) D. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING THE OFFICES OF ALL LOCAL AND/OR STATE AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT IN ORDER TO SCHEDULE ALL REQUIRED INSPECTIONS AND OBTAIN ALL NECESSARY PERMITS, ETC. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ALL SCHEDULED INSPECTIONS AT LEAST TWO WEEKS IN ADVANCE OF THE SCHEDULED DATE. E. THE CONTRACTOR SHALL REPLACE ANY DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WITHOUT COST TO THE OWNER WITHIN THE STIPULATED GUARANTEED PERIOD. F. IT SHALL BE THE RESPONSIBILITY OF THE DIVISION 16 CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN ELECTRICIAN AVAILABLE FOR ALL INSPECTIONS. THE CONTRACTOR SHALL PROVIDE PERSONNEL TO ASSIST IN REMOVAL OF PANEL FRONTS, ETC. TO PERMIT INSPECTION AS REQUIRED. G. SUBMIT TO THE ARCHITECT/ENGINEER PROMPTLY AFTER AWARD OF CONTRACT AND PRIOR TO PURCHASING, SIX COPIES OF MANUFACTURER'S SHOP DRAWINGS IN ACCORDANCE WITH DIVISION 1, SECTION 01300 - SUBMITTALS FOR THE FOLLOWING ITEMS. ALL SHOP DRAWINGS OF A SPECIFIC ITEM OR SYSTEM SHALL BE MADE IN ONE SUBMITTAL AND WITHIN TEN DAYS AFTER AWARD OF CONTRACT. 1. PANELBOARDS 4. DISCONNECT SWITCHES 2. SUPPORTS 5. CONDUIT 3. WIRING DEVICES 6. WIRE H. COMPLETED WIRING SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS AND AFTER COMPLETION, PERFORM TESTS FOR INSULATION RESISTANCE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. ALL WIRING SYSTEMS SHALL BE COMPLETELY AND TOTALLY "SAFED" DURING CONSTRUCTION. ONLY QUALIFIED PERSONNEL SHALL HANDLE ELECTRICAL SYSTEMS. I. BEFORE ROUGH -IN OF CIRCUITRY OR CONNECTING TO EQUIPMENT, FURNISHED UNDER THIS DIVISION, ANY OTHER DIVISION, OR BY THE OWNER, THE CONTRACTOR SHALL VERIFY THE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF THE EQUIPMENT BEING FURNISHED AND FOR THAT SPECIFIED AND SHOWN ON THE DRAWINGS AND PROVIDE FOR PROPER ROUGH -IN AND CONNECTION. ELECTRICAL SPECIFICATIONS J. THE ELECTRICAL CIRCUITS, COMPONENTS, AND CONTROLS FOR ALL EQUIPMENT ARE SELECTED AND SIZED, BASED ON THE EQUIPMENT SPECIFIED. IF SUBSTITUTIONS AND/OR EQUIVALENT EQUIPMENT ARE FURNISHED, IT SHALL BE THE RESPONSIBILITY OF ALL PARTIES CONCERNED, INVOLVED IN, AND FURNISHING THE SUBSTITUTE AND/OR EQUIVALENT EQUIPMENT TO VERIFY AND COMPARE THE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF THAT FURNISHED TO THAT SPECIFIED AND/OR SHOWN. IF GREATER CAPACITY OR MORE MATERIALS OR LABOR IS REQUIRED FOR THE ROUGH -IN, CIRCUITRY OR CONNECTIONS THAN FOR THE ITEM SPECIFIED AND PROVIDED FOR, THEN IT SHALL BE THE RESPONSIBILITY OF THE PARTIES INVOLVED IN PROVIDING THE SUBSTITUTE AND/OR EQUIVALENT ITEMS OF EQUIPMENT TO PROVIDE ALL COMPENSATION FOR ADDITIONAL CHARGES MADE FOR THE PROPER ROUGH -IN, CIRCUITRY AND CONNECTIONS FOR THE EQUIPMENT FURNISHED. NO ADDITIONAL CHARGES ABOVE THE BASE BID SHALL BE ALLOWED FOR SUCH REVISIONS. K. EXCAVATION FOR UNDERGROUND ELECTRICAL STRUCTURES: CONFORM TO ELEVATIONS AND DIMENSIONS SHOWN WITHIN A TOLERANCE OF PLUS OR MINUS 0.10'; PLUS A SUFFICIENT DISTANCE TO PERMIT PLACING AND REMOVAL OF CONCRETE FORMWORK, INSTALLATION OF SERVICES, OTHER CONSTRUCTION, AND FOR INSPECTION. L. TRENCHING: EXCAVATE TRENCHES FOR ELECTRICAL INSTALLATIONS AS FOLLOWS: 1. EXCAVATE TRENCHES TO THE UNIFORM WIDTH, SUFFICIENTLY WIDE TO PROVIDE AMPLE WORKING ROOM AND A MINIMUM OF 6" TO 9" CLEARANCE ON BOTH SIDES OF RACEWAYS AND EQUIPMENT. 2. EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED. 3. LIMIT THE LENGTH OF OPEN TRENCH TO THAT IN WHICH INSTALLATIONS CAN BE MADE AND THE TRENCH BACKFILLED WITHIN THE SAME DAY. 4. WHERE ROCK IS ENCOUNTERED, CARRY EXCAVATION BELOW REQUIRED ELEVATION AND BACKFILL WITH A LAYER OF CRUSHED STONE OR GRAVEL PRIOR TO INSTALLATION OF RACEWAYS AND EQUIPMENT. PROVIDE A MINIMUM OF 6" OF STONE OR GRAVEL CUSHION BETWEEN ROCK BEARING SURFACE AND ELECTRICAL INSTALLATIONS. M. THE CONTRACTOR SHALL PROVIDE ALL INSERTS FOR THE SUPPORT OF DIVISION 16 EQUIPMENT TO BE PLACED IN CONCRETE OR THROUGH CONCRETE SLABS AS CONSTRUCTION PROGRESSES. HE SHALL PROVIDE ALL MISCELLANEOUS HANGING AND SUPPORTING HARDWARE, ALL ELECTRICAL WORK IS TO BE CONCEALED IN OR BUILT INTO GENERAL CONSTRUCTION SHALL BE PLACED AS CONSTRUCTION PROGRESSES. FAILURE OF THE CONTRACTOR TO COORDINATE WORK WITH OTHER TRADES AND THE PROJECT CONSTRUCTION PROGRESS SHALL MAKE HIM RESPONSIBLE FOR ALL COST OF CUTTING AND PATCHING, AS REQUIRED TO INSTALL WORK. NO STRUCTURAL MEMBER, MASONRY CONSTRUCTION OR FINISHED WORK SHALL BE CUT OR ALTERED WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER. CONTRACTOR SHALL FIRE RATE ALL PENETRATIONS THROUGH ALL FIRE RATED SLABS OR WALLS PER THE INTENDED RATING. N. THE CONTRACTOR SHALL SUPPLY AND SET INTO PLACE ALL WALL SLEEVES FOR CONDUITS AND CEILING INSERTS FOR HANGERS IN AREAS OF NEW CONSTRUCTION AS BUILDING CONSTRUCTION PROGRESSES. INSTALL EQUIPMENT NOTED TO BE CONCEALED IN WALLS BEFORE WALLS ARE CONSTRUCTED IN ORDER THAT WALLS MAY BE CONSTRUCTED AROUND CONDUITS, ENCLOSURES, ETC. 0. METALLIC MATERIALS SHALL BE PROTECTED AGAINST CORROSION. EQUIPMENT ENCLOSURES SHALL BE GIVEN RUST -INHIBITING TREATMENT AND STANDARD FINISH BY MANUFACTURER. ALUMINUM SHALL NOT BE USED ON CONTACT WITH EARTH, AND, WHERE CONNECTED TO DISSIMILAR METAL, SHALL BE PROTECTED BY SUITABLE FITTINGS AND TREATMENT. ALL FERROUS METALS SUCH AS ANCHORS, BOLTS, BRACES, BOXES, BODIES, CLAMPS, FITTINGS, GUARDS, NUTS, PINS, RODS, SHIMS, THIMBLES, WASHERS, AND MISCELLANEOUS PARTS, NOT OF STAINLESS STEEL OR NONFERROUS MATERIALS, SHALL BE HOT -DIPPED GALVANIZED. P. ALL CONDUITS STUBBED OUT FOR FUTURE USE SHALL HAVE A PULL WIRE INSTALLED, A PLASTIC CAP INSTALLED AND BE IDENTIFIED AS TO THE CONDUIT ORIGIN. Q. THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH IS REQUIRED FOR THE INSTALLATION OF DIVISION 16 WORK, SHALL BE BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE ANY CUTTING AND OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER PRIOR TO ANY CUTTING. ALL PATCHING AND FINISHING SHALL BE BY THE CONTRACTOR. R. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE CIRCUITRY CONDUIT AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED AND AS APPROVED BY THE ARCHITECT/ENGINEER. TEMPORARY COMPLETION SHALL BE PROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND COMPLETION WORK IS FINISHED. S. ANY PENETRATIONS OF FIRE OR SMOKE RATED ASSEMBLIES MADE BY THIS CONTRACTOR IN VERTICAL OR HORIZONTAL CONSTRUCTION SHALL BE SEALED AND PROTECTED BY THIS CONTRACTOR IN ORDER TO MAINTAIN THE ESTABLISHED FIRE RATING WITH METHODS AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. III. IDENTIFICATION: A. IDENTIFICATION NAMEPLATES SHALL BE LAMINATED PLASTIC, SECURED TO EQUIPMENT WITH TWO SCREWS. B. EACH PANELBOARD AND SWITCHBOARD SHALL BE EQUIPPED WITH A PERMANENT PLASTIC NAMEPLATE WITH 1/2- MINIMUM LETTERS, SECURELY FASTENED TO THE DEVICE. C. EACH INDIVIDUALLY MOUNTED CIRCUIT BREAKER, SWITCH, TRANSFER SWITCH, MOTOR STARTER, LIGHTING CONTACTOR, TRANSFORMER AND/OR ANY OTHER CONTROL OR PROTECTIVE DEVICE INCLUDING EQUIPMENT DISCONNECT SWITCHES SHALL BE EQUIPPED WITH A PERMANENT PLASTIC NAMEPLATE WITH 1/2" MINIMUM LETTERS. D. PANELBOARDS SHALL HAVE TYPEWRITTEN DIRECTORIES. ALL CIRCUITS TO BE IDENTIFIED BY DEVICES SERVED AND ROOM NUMBERS (I.E., LIGHTING ROOM 216). HANDWRITTEN DIRECTORIES WILL NOT BE ALLOWED. E. EACH JUNCTION BOX CABINET OR WIREWAY LARGER THAN 6" X 6" SHALL BE EQUIPPED WITH A PLASTIC NAMEPLATE WITH 1/2" MINIMUM LETTERS INDICATING THE SYSTEM ENCLOSED. F. ALL SYSTEMS JUNCTION BOXES AND CONDUIT SHALL BE COLOR CODED INSIDE AND OUTSIDE OF THE BOX PRIOR TO THE INSTALLATION OF CONDUCTORS PER THE FOLLOWING: 1. CCN SYSTEM: GREEN 2. TELEPHONE DATA SYSTEM: BLUE 3. FIRE ALARM SYSTEM: RED G. ENTIRE BOX INSIDE AND OUT, INCLUDING COVER, SHALL BE PAINTED PRIOR TO INSTALLING CONDUCTORS. IV. WIRING DEVICES: A. SWITCHES AND RECEPTACLES IN LOBBIES, CORRIDORS OR COMMERCIAL SPACES, UNFINISHED AND MECHANICAL SPACES SHALL BE 20 AMP COMMERCIAL GRADE 125 VAC. GRAY IN COLOR WITH STAINLESS STEEL COVERPLATES. B. WEATHERPROOF RECEPTACLES SHALL BE GFCI TYPES WITH GASKETED STAINLESS STEEL KEY LOCKABLE FLIP COVER TYPE COVERPLATES. SURGE SUPPRESSION TYPE OUTLETS IN MDFS AND IDFS SHALL BE HUBBELL #83625 (BLUE) OR EQUAL. C. RECEPTACLES PROVIDED FOR ATTACHMENT OF CORD AND PLUG EQUIPMENT SHALL BE HEAVY DUTY, SPECIFICATION GRADE, NON -INTERCHANGEABLE, FLUSH MOUNTED TYPES OF THE PROPER NEMA CONFIGURATION TO SERVE THE EQUIPMENT. NEMA CONFIGURATIONS SHALL BE VERIFIED PRIOR TO INSTALLATION OF CIRCUIT CONDUCTORS. CONTRACTOR TO PROVIDE ALL CONNECTION, WIRING, PIGTAILS FOR DISHWASHERS, COOKING RANGES, OVENS AND GARBAGE DISPOSALS. D. ALL DEVICES SHALL HAVE PROPER PLATES, CARPET FLANGES, TRIMS, RINGS, ESCUTCHEONS, ETC., AS MANUFACTURED BY SAME MANUFACTURER AS DEVICES. ANY TELEPHONE OR OTHER OUTLET WHICH IS NOT EQUIPPED WITH A PLATE FURNISHED BY OTHERS SHALL HAVE ONE PROVIDED BY THIS CONTRACTOR. DEVICE PLATES SHALL BE COLOR AND TYPE AS SHOWN BELOW. 1. FINISHED SPACES DECORA LINE: a. IVORY DEVICES b. IVORY NYLON PLATES 2. UNFINISHED OR INDUSTRIAL OR COMMERCIAL TYPE SPACES: a. GRAY DEVICES b. STAINLESS STEEL OR STAMPED GALVANIZED STEEL ON SURFACE MOUNTED BOXES c. STAINLESS STEEL PLATES ON FLUSH MOUNTED BOXES F. MOUNTING HEIGHTS ARE APPROXIMATE. THE EXACT LOCATIONS AND MOUNTING HEIGHTS SHALL BE DETERMINED ON THE JOB AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL TRADES TO INSURE CORRECT INSTALLATION, I.E., OVER COUNTERS IN OR ABOVE BACK -SPLASHES, IN BLOCK WALLS, TILE, AND OTHER SPECIFIC CONSTRUCTION FEATURES, LOCATION OF OUTLETS MOUNTED IN BUILT-INS, MILLWORK, AND CABINETRY SHALL BE VERIFIED. OUTLETS MOUNTED IN KICK OR TOE SPACES SHALL BE MOUNTED HORIZONTALLY. OUTLET BOXES SHALL BE MOUNTED TO PREVENT DEVICE PLATE FROM OVERLAPPING BACKSPLASH, TRIM, TILE, ETC. LOCATE SO DEVICE PLATE WILL LAY FLAT AGAINST SURFACE COMPLETELY AROUND THE PERIMETER OF PLATE. G. OUTLETS, OTHER THAN THOSE COORDINATED WITH COUNTER TOPS, SHELVES, AND CABINETS, SHALL BE LOCATED WITH THE CENTER LINE OF OUTLET BOXES THE FOLLOWING DISTANCE ABOVE THE FINISHED FLOOR, UNLESS OTHERWISE INDICATED: 1. RECEPTACLES, GENERAL: 1'-6" AFF 2. TELEPHONE OUTLETS: 1'-6" AFF 3. SWITCHES, GENERAL: 4'-0" AFF V. RACEWAYS A. SHALL BE GALVANIZED OUTSIDE AND INSIDE BY HOT DIPPING. E.M.T. SHALL BE ELECTRO- GALVANIZED. CONDUITS SHALL BE AS MANUFACTURED BY REPUBLIC, PITTSBURGH STANDARD, WHEATLAND, TRIANGLE, AWED, OR YOUNGSTOWN. B. SHALL BE STANDARD THREADED TYPE, GALVANIZED OUTSIDE AND INSIDE BY HOT DIPPING. THREADLESS AND CLAMP TYPE NOT ACCEPTABLE. SHALL BE AS MANUFACTURED BY RACO, EFCOR, OR APPLETON. C. SHALL BE STEEL THREADED COMPRESSION TYPE. ALL COUPLINGS AND CONNECTORS SHALL BE EFCOR OR RACO. PRESSURE INDENTED TYPE CONNECTORS OR CAST METAL WILL NOT BE APPROVED FOR ANY LOCATION. D. CONNECTORS SHALL HAVE PLASTIC INSULATED THROAT INSERTS. E. THE USE OF METAL CLAD CABLE IS ACCEPTABLE IN LOCATIONS AS ACCEPTED BY THE NEC AND ALL LOCAL JURISDICTIONAL CODES. F. STEEL METAL CLAD CABLE, TYPE MC, EMPLOYING CIRCUIT CONDUCTORS #12 SOLID TO #2 AWG, SOLID OR STRANDED COPPER WITH THHN INSULATION, AN INSULATED GREEN GROUNDING CONDUCTOR AND GALVANIZED STEEL INTERLOCKED ARMOR CLADDING. THE CABLES SHALL BE SUITABLE FOR USE IN DRY LOCATIONS AT TEMPERATURES NOT EXCEEDING 90' C ON AD CIRCUITS UP TO 600 VOLTS IN ACCORDANCE WITH N.E.C., ARTICLE 334. THE CABLE SHALL BE ONE AND TWO HOUR FIRE RATED PER ANSI/UL 1479 FOR USE IN WALL, CEILING AND FLOOR ASSEMBLIES. G. FLEXIBLE METALLIC CONDUIT RACEWAYS MAY BE USED TO CONNECT HVAC UNITS LOCATED IN INTERIOR MECHANICAL AREAS. MINIMUM SIZE 3/4". H. CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL CODE EXCEPT THATNO CONDUIT SHALLBE SMALLER THAN 3/4" UNLESS OTHERWISE NOTED CONDUIT SHALL BE SIZED LARGER THAN REQUIRED ABOVE WHEN SO SHOWN ON THE DRAWINGS OR WHEN REQUIRED BY LOCAL CODE. I. ANY CONDUIT STUBBED OUT FOR FUTURE SHALL BE CAPPED WITH A PLASTIC CAP AND MARKED WITH A 2" MINIMUM RED METAL TAG WHICH IDENTIFIES CONDUIT ORIGIN. CONDUITS STUBBED UP ABOVE GRADE OR ROOF SHALL BE TAGGED ON THE CONDUIT. CONDUIT STUBBED OUT BELOW GRADE SHALL BE TAGGED ON NEAREST BUILDING WALL, CURB, ETC., DIRECTLY OVER THE CONDUIT RUN. ALL EMPTY CONDUITS SHALL HAVE PULL WIRES. VI. SCHEDULE 40 RIGID PVC: A. CONDUIT SHALL BE COMPOSED OF POLYVINYLCHLORIDE AND SHALL BE UL RATED TYPE 40 FOR USE WITH 90EC RATED CONDUCTORS. CONDUIT SHALL CONFORM TO NEMA STANDARDS AND APPLICABLE SECTIONS OF NEC. B. INSTALLATION OF RIGID NON-METALUC CONDUIT SHALL COMPLY WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND THESE SPECIFICATIONS. C. PROVIDE A CONTINUOUS, INSULATED, GROUNDING CONDUCTOR IN EVERY RIGID, NON-METALLIC RACEWAY EVEN IF NOT SHOWN ON THE DRAWINGS. THE GROUNDING CONDUCTOR SHALL BE CONNECTED TO GROUND AT EACH END OF THE RACEWAY IN ACCORDANCE WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE (NFPA 70). D. WHERE RIGID NON-METALLIC CONDUIT TRANSITIONS TO METALLIC CONDUIT, THE LOCATION OF THE TRANSITION SHALL BE UNDERGROUND. E. NO PVC CONDUIT SHALL BE RUN EXPOSED, OR ABOVE GRADE. VII. WIRE AND CABLE 600 VOLT: A. CONDUCTORS SHALL HAVE CURRENT CARRYING CAPACITIES AS PER NEC AND WITH 600 VOLT INSULATION, #12 AVERAGE MINIMUM FOR 20 AMP CIRCUITS AND #14 FOR 15 AMP CIRCUITS EXCEPT FOR CONTROLS, AND FIXTURE WIRE. CONDUCTORS SHALL BE COPPER. B. #12 AND #10 SHALL BE SOLID, TYPE THW/THWN INSULATION. C. #8 AND LARGER, AND ANY SIZE TO MOTORS SHALL BE STRANDED TYPE THW. D. SHALL BE MADE WITH T & B STA-KON WIRE JOINTS, PT SERIES, COMPLETE WITH INSULATING CAPS AND INSTALLED WITH WT161 TOOL OR WT2000 TOOL, IDEAL SUPER -NUTS (NOT WIRE NUTS), IDEAL WING NUTS, OR BUCHANAN ELEC. PRODUCTS B CAP OR SERIES 2000 PRES- SURE CONNECTORS COMPLETE WITH NYLON SNAP-ON INSULATORS AND INSTALLED WITH C24 PRESSURE TOOL. E. ALL JOINTS AND SPLICES IN WIRE SHALL BE MADE WITH APPROVED SOLDERLESS CONNECTORS, AND COVERED SO THAT INSULATION IS OWNER APPROVED EQUAL TO CONDUCTOR INSULATION. SPLICES SHALL NOT BE PERMITTED IN CONTROL, SECURITY, FIRE ALARM, TELEVISION OR COMMUNICATIONS SYSTEMS, OR WHERE OTHERWISE NOTED. SPLICING OF WIRE OR CABLES WILL NOT BE ALLOWED BELOW GRADE, INCLUDING IN BOXES BELOW GRADE. F. BOTH CONDUCTORS AND CONDUITS SHALL BE CONTINUOUS FROM OUTLET TO OUTLET. G. IN INSTALLING THE MAIN ELECTRICAL SERVICE, ADDITIONAL SLACK CONDUCTORS SHALL BE PROVIDED AND TERMINATED AS REQUIRED BY ELECTRIC UTILITY FOR CONNECTION TO THEIR EQUIPMENT. FIELD COORDINATE WITH UTILITY PRIOR TO INSTALLING CONDUCTORS. H. IN INSTALLING PARALLEL CONDUCTORS IT IS MANDATORY THAT ALL CONDUCTORS MAKING UP THE FEEDER BE EXACTLY THE SAME LENGTH, THE SAME SIZE AND THE SAME TYPE OF CONDUCTOR WITH THE SAME INSULATION, FURTHER, EACH GROUP OF CONDUCTORS MAKING UP A PHASE OR NEUTRAL MUST BE BONDED AT BOTH ENDS IN AN APPROVED MANNER. I. CONDUCTOR SIZES INDICATED ON CIRCUIT HOMERUNS OR IN PANELBOARD SCHEDULES SHALL BE INSTALLED OVER THE ENTIRE LENGTH OF THE CIRCUIT UNLESS NOTED OTHERWISE ON THE DRAWINGS. J. CONDUCTORS SHALL BE CONTINUOUS AND UNSPUCED WHERE INSTALLED IN CONDUIT. SPLICES SHALL OCCUR ONLY WITHIN WIRING TROUGHS, WIREWAYS, JUNCTION BOXES, OUTLET BOXES, OR EQUIPMENT ENCLOSURES WHERE SUFFICIENT ADDITIONAL ROOM IS PROVIDED FOR ALL SPLICES. K. EACH BRANCH CIRCUIT AND FEEDER CONDUCTOR SHALL BE COLOR CODED. FOR CONDUCTOR SIZES THRU NO. 6 AWG, THE INSULATION SHALL BE OF THE COLOR AS INDICATED BELOW. COLOR CODE SHALL BE STRICTLY ADHERED TO. FOR CONDUCTOR SIZES NO. 4 AWG AND LARGER, COLOR CODED PHASE TAPE MAY BE APPLIED COMPLETELY AROUND THE CONDUCTOR INSULATION WITHIN 8" OF EACH END OF THE CONDUCTOR AND IN EACH PULL OR JUNCTION BOX OR WHENEVER CONDUCTORS ARE PHYSICALLY EXPOSED TO VIEW. GROUNDING CONDUCTORS AND GROUNDED CONDUCTORS SHALL HAVE INSULATION COLOR AS INDICATED FOR SIZES THROUGH #6 AWG. 120/208 V, 3PHASE,4W PHASE A, COLOR: BLACK PHASE B, COLOR: RED PHASE C, COLOR: BLUE NEUTRAL, COLOR: WHITE GROUND, COLOR: GREEN VIII. GROUNDING: A. THIS SECTION DEALS WITH THE GROUNDING OF SERVICE EQUIPMENT, TRANSFORMERS, NON- CURRENT CARRYING CONDUCTIVE SURFACES OF EQUIPMENT, METAL BUILDING, STRUCTURES AND OTHER EQUIPMENT. B. ALL GROUNDING CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES AND REQUIREMENTS. SUCH CODES SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE INSTALLATION OF THE GROUNDING SYSTEM SHALL INSURE FREEDOM FROM DANGEROUS SHOCK EXPOSURE AND SHALL PROVIDE A LOW IMPEDANCE GROUND FAULT PATH TO PERMIT OPERATION OF OVERCURRENT AND GROUND FAULT PROTECTIVE DEVICES. C. ALL SERVICE AND EQUIPMENT GROUNDING CONDUCTORS, AND BONDING JUMPERS SHALL BE INSULATED COPPER, TYPE THHN, THWN, OR THW CONDUCTORS (UNLESS NOTED OTHERWISE) AND SHALL BE SIZED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF ARTICLES 250 AND 517 OF THE NATIONAL ELECTRICAL CODE. GROUNDING CONDUCTORS #6 AWG AND SMALLER SHALL HAVE A GREEN COLOR INSULATION. ALL GROUNDING CONDUCTORS #4 AWG AND LARGER SHALL BE ADEQUATELY IDENTIFIED WITH A GREEN TRACER AND/OR GREEN COLORED TAPE AT EACH END OF THE GROUNDING CONDUCTOR AND AT EACH PULLBOX OR OTHER ACCESSIBLE LOCATION. D. THE MAIN SERVICE GROUNDING ELECTRODE SYSTEM SHALL CONSIST OF THE FOLLOWING ITEMS BONDED TOGETHER BY THE GROUNDING ELECTRODE CONDUCTORS IN ACCORDANCE WITH NEC ARTICLE 250, PART H: 1. THE MAIN UNDERGROUND COLD WATER PIPE, IF METAL, NEC 250- 81(A) 2. METAL FRAME OF BUILDING WHERE AVAILABLE, NEC 250-81(8) 3. CONCRETE ENCASED ELECTRODE, NEC 250-81(C) 4. THE BUILDING LIGHTNING PROTECTION SYSTEM. E. THE NEUTRAL CONDUCTOR SHALL BE GROUNDED AT THE SERVICE ENTRANCE MAIN DISCONNECT, AND AT EACH SEPARATELY DERIVED SYSTEM ONLY PER NEC ARTICLE 250. F. A #6 (MINIMUM) INSULATED COPPER CONDUCTOR INSTALLED IN 3/4" CONCEALED CONDUIT SHALL BE CONNECTED FROM THE BUILDING GROUNDING ELECTRODE SYSTEM TO EACH BUILDING TELEPHONE TERMINAL/DATA IDF TERMINAL BOARDS, OR CABINETS, FIRE ALARM CONTROL CABINETS, CCN SYSTEM CABINETS, EMS CABINETS, AND SECURITY SYSTEM CABINETS. TERMINATE ON AN APPROPRIATELY SIZED (8) TERMINAL MULTI -CONDUCTOR CONNECTION GROUNDING LUG LOCATED WITHIN CABINET OR ON TERMINAL BOARDS. IX. PANELBOARDS: A. PANELBOARDS SHALL BE DEAD FRONT TYPE AND SHALL BE IN ACCORDANCE WITH UNDERWRITERS' LABORATORIES, INC., STANDARD FOR PANELBOARDS AND ENCLOSING CABINETS AND SO LABELED. B. PANELBOARDS SHALL BE FACTORY ASSEMBLED WITH BRANCH BREAKERS ARRANGED AS SHOWN IN SCHEDULES. BREAKERS SHALL BE NUMBERED VERTICALLY BEGINNING TOP LEFT. BREAKER NUMBERS SHALL BE PERMANENTLY ATTACHED TO TRIM. PANEL SHALL BE MINIMUM 20" WIDE OR 16" FOR RESIDENTIAL LOAD CENTERS, UNLESS SPECIFICALLY NOTED OTHERWISE. C. ANY SPECIAL REQUIREMENTS ON THE DRAWINGS OR SCHEDULES, SUCH AS GROUND FAULT PROTECTION, ARC -FAULT CIRCUIT BREAKERS INCREASED INTERRUPTING CAP ACITY, SHUNT TRIP TYPE CIRCUIT BREAKER, FEED THRU PANELBOARDS, ETC., SHALL SUPERSEDE THESE SPECIFICATIONS, BUT ONLY INSOFAR AS THAT PARTICULAR REQUIREMENT IS CONCERNED AND AS INDICATED. D. WIRING IN PANELBOARD GUTTERS SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. WIRING SHALL BE GROUPED INTO NEAT BUNDLES AND SECURED WITH NYLON TIE WRAPS. E. PROVIDE TYPE WRITTEN DIRECTORIES FOR EACH PANELBOARD INDICATING THE LOAD SERVED. X. LIGHTING FIXTURES: A. LIGHTING FIXTURES SHALL BE FURNISHED AS SHOWN ON DRAWINGS AND IN THE LIGHTING FIXTURE SCHEDULE. IT SHALL SPECIFICALLY BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXACT TYPE CEILING AND RECESSING DEPTH OF ALL RECESSED FIXTURES AND TO FURNISH THE MOUNTING TRIMS AND ACCESSORIES OF THE SPECIFIED AND/OR APPROVED FIXTURES FOR THE CEILING TO BE INSTALLED. LIGHTING FIXTURES SHALL BE PROVIDED WITH JOINER PLATES, END CAPS, RETAINING CUPS, PLASTER FRAMES, HOUSINGS, AND ALL OTHER ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. B. ALL FIXTURES SHALL BE EQUIPPED WITH LAMPS UNLESS OTHERWISE NOTED. LAMPS SHALL BE INSTALLED NEW, IMMEDIATELY PRIOR TO FINAL INSPECTION, AND SHALL NOT BE USED FOR CONSTRUCTION. C. FIXTURE CATALOG NUMBER REPRESENTS BASIC LUMINARY SIZE, TYPE, QUALITY AND CONFIGURATION. ACCESSORIES SHALL BE FURNISHED WITH EACH UNIT AS REQUIRED FOR A COMPLETE FINISHED INSTALLATION. BASIC ACCESSORIES SHAD- INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. JOINING PLATES, END CAPS, RETAINING CUPS, ETC. 2. TRIMS FOR RECESSED FIXTURES, 3. FIXTURE STEMS AND CANOPIES FINISHED TO MATCH FIXTURES. 4. SPECIAL MOUNTING BRACKETS, TENONS, SUP FILTERS, CONCRETE BASES, POLES, ANCHOR BOLTS, JUNCTION BOXES, AND STANCHIONS FOR ALL EXTERIOR LIGHTING FIXTURES. PROVIDE ALL WEATHERPROOFING FOR ALL LIGHTING FIXTURES TO BE INSTALLED IN EXTERIOR LOCATIONS. D. STRUCTURAL SUPPORT OF ALL FIXTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. E. THE SYSTEM GROUNDING CONDUCTOR SHALL BE SECURED TO EACH FIXTURE BODY BY MEANS OF A BONDING SCREW. F. OWNER/DEVELOPER WILL HAVE RIGHT TO RELOCATE LIGHTING FIXTURES OR LIGHTING SWITCHES WITHIN 72" OF LOCATION SHOWN ON FIRST WALK-THROUGH AT NO ADDITIONAL EXPENSE. COORDINATE THE WALK-THROUGH PRIOR TO THE INSTALLATION OF THE WIRING. DEC 3 2018 DRAWING ISSUE: ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL ��fS i4 $! b2►4��90 R E N ��%,i E� �6 N o! 6 0 0 -� f� /LS T,4 E 0 it �c' • •.. 0R l% '� NAL E� I�If Blake ���Jutr;�lA uddeth P.E. #: 69060 mm Joseph, Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMO TE SPRINGS, FLORIDA 32714 14 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 David P. Ding, Jr A R C H IT ECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ARCHITECT'S PROJECT No.: xx-xxxx SHEET TITLE: SPECIFICATIONS ELECTRICAL SHEET NUMBER E6.1 DRAWING ISSUE: ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL JLq„�$.0�42;�0 OSE 0 , =a:0." ONAL Adam1JbWOhl1garney P.E. #:69124 Joseph, Lawence & Co Consulting Engineerps 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: ABBREVIATIONS CHECKED BY: BLS/AJB GENERAL NOTES BLS/AJB LEGEND XX-XXXX SUPPLY DIFFUSER (4 -WAY) O N OJ REFERENCE NOTES ABV ABOVE SA SUPPLY AIR 1. INSTALL EQUIPMENT AND MATERIALS IN COMPLIANCE WITH MANUFACTURER'S MINIMUM CLEARANCE RETURN OR OUTDOOR AIR GRILLE O REFERENCE NOTE - MULTI -DISCIPLINE SHEETS ADJ ADJUSTABLE SF SUPPLY FAN REQUIREMENTS AND RECOMMENDATIONS. AF AIRFOIL SDT SMOKE DETECTOR 2. COMPLY WITH THE LATEST EDITIONS OF NFPA AND THE LATEST ADOPTED EDITION FLORIDA BUILDING CODE FLOW DIRECTION AFF ABOVE FINISHED FLOOR SD SUPPLY DIFFUSER (MECHANICAL, PLUMBING AND GAS). EXHAUST GRILLE AC AIR CONDITIONER SDMP SMOKE DAMPERINDICATES ® POINT OF CONNECTION BETWEEN NEW ACU AIR CONDITIONING UNIT SQ.FT. SQUARE FOOT 3. ALL MATERIALS SHALL FIT THE SPACE AVAILABLE. VERIFY DIMENSIONS AND CLEARANCES ON BUILDING AND EXISTING AHU AIR HANDLING UNIT SR SUPPLY REGISTER PLANS PRIOR TO COMMENCING WORK. _�:x SUPPLY DUCT UP SECTION (RECTANGULAR) Q POINT OF DISCONNECT AP ACCESS PANEL STR STARTER 4. CONTRACTOR IS RESPONSIBLE FOR TESTING AND BALANCING OF AIR SYSTEMS IN ACCORDANCE WITH AABC GUIDELINES. A TEST AND BALANCE REPORT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. BAS BUILDING AUTOMATION SYSTEM SWSI SINGLE WIDTH, SINGLE INLET RETURN DUCT UP SECTION (RECTANGULAR) CWS CONDENSER WATER SUPPLY PIPING BI BACKWARD INCLINE SZ SINGLE ZONE 5. PROVIDE 45 DEGREE BRANCH TAKE -OFF PER SMACNA FIG. 2-8 ON ALL RECTANGULAR DUCT TAKE -OFFS. BLDG BUILDING TEFC TOTALLY ENCLOSED FAN COOLED 6. PROVIDE AND INSTALL DUCT MOUNTED HINGED ACCESS DOORS FOR ALL SMOKE AND/OR FIRE DAMPERS, CWR CONDENSER WATER RETURN PIPING BHP BRAKE HORSEPOWER TEMP TEMPERATURE NOT OTHERWISE ACCESSIBLE. EXHAUST DUCT UP SECTION (RECTANGULAR) BTUH BRITISH THERMAL UNIT PER HOUR TG TRANSFER GRILLE I�BCWS BDp BACKDRAFT DAMPER T/0 TRANSFER OPENING ABOVE CEILING 7. CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT WITH THE ELECTRICAL BUILDING CONDENSER WATER SUPPLY PIPING CD CONDENSATE DRAIN T'STAT THERMOSTAT CONTRACTOR PRIOR TO ORDERING AND SHALL COORDINATE WITH ALL OTHER TRADES PRIOR TO OR INSTALLING EQUIPMENT AND MATERIALS. I `x' SUPPLY DUCT DOWN SECTION (RECTANGULAR) CFM CUBIC FEET PER MINUTE TYP TYPICAL BCWR BUILDING CONDENSER WATER RETURN PIPING CLG CEILING VFDC VARIABLE FREQUENCY DRIVE 8. COORDINATE ALL HVAC SYSTEM DRAWINGS WITH EXISTING/NEW TRUSS TO AVOID INTERFERENCE BETWEEN CONTROLLER MECHANICAL SYSTEMS AND ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS I��� RETURN DUCT DOWN SECTION (RECTANGULAR) CW CHILLED WATER ASSOCIATED WITH TRUSS INTERFERENCE THAT OCCURS IN THE FIELD DURING CONSTRUCTION. COORDINATE CHWS CHILLED WATER SUPPLY PIPING CWR CHILLED WATER RETURN VAV VARIABLE AIR VOLUME IN ADVANCE. DUCT SIZES MAY BE REVISED TO FIT TRUSS SYSTEM SO LONG AS THE EQUIVALENT INSIDE CWS CHILLED WATER SUPPLY VS VARIABLE SPEED CROSS SECTIONAL AREA IS NOT DECREASED. I �x � EXHAUST DUCT DOWN SECTION (RECTANGULAR) CHWR CHILLED WATER RETURN PIPING CONC CONCRETE W WATTS 9. GAUGES AND CONSTRUCTION FOR DUCTWORK SHALL CONFORM TO THE LATEST EDITION OF SMACNA'S HVAC COND CONDENSATE W/ WITH DUCT CONSTRUCTION STANDARDS, CONT CONTINUOUS W/0 WITHOUT HWS HEATING WATER SUPPLY PIPING 10. TRANSITION RECTANGULAR DUCTWORK ON BOTTOM AND SIDES. MAINTAIN TOP OF DUCTWORK LEVEL AND SUPPLY DUCT UP SECTION (ROUND) CO CARBON MONOXIDE WB WETBULB HIGH AS POSSIBLE. FLEXIBLE DUCT RUN -OUTS TO CEILING DIFFUSERS SHALL BE AS STRAIGHT AS COP COEFFICIENT OF PERFORMANCE ZD ZONE DAMPER POSSIBLE AND FREE OF SAGS & KINKS. FLEX DUCT SHALL BE THE SAME SIZE AS THE DIFFUSER NECK IT HWR HEATING WATER RETURN PIPING CU CONDENSING UNIT SERVES. SUPPLY DUCT DOWN SECTION (ROUND) DB DRYBULB 11. ALL DUCT TRANSITIONS FROM SQUARE TO ROUND SHALL BE SMOOTH SQUARE TO ROUND TRANSITIONS. CD CONDENSATE DRAIN PIPING DWDI DOUBLE WIDTH, DOUBLE INLET SPIN -IN FITTINGS AT THE END OF CAPPED DUCTS ARE NOT ACCEPTABLE. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. DWGS DRAWINGS LINEAR SLOT DIFFUSER R REFRIGERANT PIPING DX DIRECT EXPANSION 12, THE CONTRACTOR SHALL FULFILL ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS AND SHALL COMPLETE EF EXHAUST FAN THE WORK SHOWN ON THESE DRAWINGS. ALL SYSTEMS SHALL BE FINISHED, TESTED AND BALANCED, EXISTING LINEAR SLOT DIFFUSER (LIGHT LINETYPE) FS FLOW SENSOR ADJUSTED, AND PROVEN TO BE FULLY OPERATIONAL AND USEABLE. EXH EXHAUST EA EACH 13. ADJUST ALL DIFFUSERS IN CORRIDORS OR WITHIN THREE (3) FEET OF A WALL TO PROVIDE 2 -WAY OR �� RECTANGULAR DUCTWORK WITH TAKE -OFF, BALANCING EAT ENTERING AIR TEMPERATURE 3 -WAY BLOW AWAY FROM OR PARALLEL TO WALLS. ALL DIFFUSERS SHALL HAVE 4 -WAY BLOW UNLESS A B DAMPER AND INSULATED FLEXIBLE ROUND DUCT. SAME SP STATIC PRESSURE TRANSMITTER ASSEMBLY NOTED OTHERWISE. SIZE AS DIFFUSER INLET UNLESS NOTED OTHERWISE. EER ENERGY EFFICIENCY RATIO FIRST DIMENSION IS THAT OF SIDE SHOWN ELECT ELECTRICAL 14, PORTIONS OF DUCTWORK VISIBLE THROUGH GRILLES AND REGISTERS IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK. A ROUND DUCTWORK ENT ENTERING EQ ER EQUAL EXHAUST REGISTER 15. ALL DAMPERS IN AND ABOVE CEILING SHALL BE ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL ACCESS PANELS IN CEILINGS OR WALLS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND INTERIOR CONICAL FITTING WITH DAMPER ON BRANCH CONNECTION TO RECTANGULAR MAIN (PROVIDE DAMPER IN LOW PRESSURE DUCTWORK ONLY) L 5 L=1/4W, MIN. 4" W RECTANGULAR BRANCH DUCT CONNECTION. (PROVIDE BALANCING DAMPER AT ALL BRANCH CONNECTIONS) DRAWINGS FOR PROPER LOCATION. EWT ENTERING WATER TEMPERATURE FC FORWARD CURVED 16. MOUNT THERMOSTATS WHERE INDICATED ON PLANS 48" A.F.F. UNLESS NOTED OTHERWISE. IN HANDICAPPED EXISTING DUCTWORK TO REMAIN (LIGHT LINETYPE) FCU FAN COIL UNIT ACCESSIBLE AREAS, MOUNT CONTROLS AT 48" ABOVE FINISHED FLOOR. T ---o-- TEE (PLAN, UP, DOWN) FD FIRE DAMPER 17. COORDINATE DUCTWORK AND PIPING WITH PLUMBING, FIRE PROTECTION AND ELECTRICAL. MAKE OFFSETS FL FLOOR AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO THE DUCT OFFSETS UP (RISE) IN DIRECTION INDICATED FLEX FLEXIBLE CONNECTOR OR DUCT CONTRACT. t-� --1 --0ELBOW I (PLAN, UP, DOWN) FPM FEET PER MINUTE 18. SEAL ALL TRANSVERSE JOINTS AND FITTINGS WITH DUCT SEALER. _i0 DUCT OFFSETS DOWN (DROP) IN DIRECTION INDICATED F/S COMBINATION FIRE AND SMOKE DAMPER - VALVE FT. H2O FEET WATER GAUGE 19. TRAP AND ROUTE CONDENSATE DRAINS LINES, FULL SIZE OF UNIT CONNECTION, AS INDICATED. SLOPE 1/8" PER FOOT. F DEGREES FAHRENHEIT OPPOSED BLADE VOLUME DAMPER (OBD) TWO WAY MOTORIZED CONTROL VALVE GA GAUGE 20. ALTERNATE MANUFACTURERS AND MODELS WILL BE REVIEWED. THERE MAY BE ARCHITECTURAL, STRUCTURAL GAL GALLON AND ELECTRICAL CHANGES RESULTING FROM THE ALTERNATES, THE COST OF IMPLEMENTING AND ENGINEERING THESE CHANGES SHALL BE BORNE BY THE MECHANICAL SUBCONTRACTOR. MANUAL DAMPER THREE WAY MOTORIZED CONTROL VALVE GALV GALVANIZED GPM GALLONS PER MINUTE 21. PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC. PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS, HP HORSEPOWER INCLUDING DIVIDED DUCTS, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS PRESSURE REDUCING VALVE ENCOUNTERED IN THE FIELD. (I FLEXIBLE DUCT CONNECTION HTWR HIGH TEMPERATURE HOT WATER RETURN HTWS HIGH TEMPERATURE HOT WATER SUPPLY 22. COORDINATE CEILING MOUNTED AIR DEVICE LOCATION WITH REFLECTED CEILING PLAN AND OTHER TRADES. I I FLOW CONTROL VALVE HW HOT WATER 23. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC DIVISION 16 SPECIFICATIONS.t-4;tFIRE DAMPER WITH ACCESS PANEL �� �--- BALL VALVE FOR PIPING 2 -INCHES AND SMALLER, BUTTERFLY VALVE FOR PIPING 2-1/2 INCHES AND HWR HOT WATER RETURN HWS HOT WATER SUPPLY 24. PROVIDE MATERIALS WHICH HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED LARGER RATING OF 50 OR LESS WHEN TESTED IN ACCORD WITH ASTM E84. COMBINATION FIRE/SMOKE DAMPER WITH ACCESS PANEL BUTTERFLY VALVE HVAC HEATING VENTILATING AND AIR CONDITIONING HV HEATING AND VENTILATING 25. SLEEVE AND FIRE STOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. i CHECK VALVE IN.WG INCHES WATER GAGE USE MINIMUM GALVANIZED STEEL GAUGE DUCT AS REQUIRED TO MAINTAIN RATING OF SYSTEM. EXISTING DUCTWORK TO BE REMOVED (DASHED LINETYPE) STRAINER KW KILOWATTS 26. THE TABC SHALL BE EMPLOYED DIRECTLY BY THE GENERAL CONTRACTOR WHO SHALL BE SOLELY LAT LEAVING AIR TEMPERATURE RESPONSIBLE FOR ITS PERFORMANCE AND THE TIMELY SCHEDULE OF ITS OPERATION. DUCT MOUNTED SMOKE DETECTOR PROVIDED AND WIRED BY BALANCE VALVE WITH INTEGRAL TAPS FOR CONNECTION ELECTRICAL CONTRACTOR AND INSTALLED IN DUCT BY OF DIFFERENTIAL PRESSURE METER. VALVE SHALL LD LINEAR DIFFUSER 27, WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH o MECHANICAL CONTRACTOR. REFER TO SPECIFICATIONS FOR HAVE NAMEPLATE INDICATING WATER FLOW RATE VERSUS LWT LEAVING WATER TEMPERATURE OF THE DUCT SHALL BE IDENTIFIED ON A PERMENANT LABEL OR TAG. THE LABEL OR TAG SHALL BE CONTROL REQUIREMENTS. VALVE PRESSURE DROP MAX MAXIMUM LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. MBH 1000 X BTUH 28. CONTRACTOR TO ORDER ALL FIRE/SMOKE DAMPERS WITH INTEGRAL SMOKE DETECTORS AND END STOP A-100 AIR DEVICE TAG MARK -CFM A AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL TEMPERATURE AND PRESSURE TEST PORTS MIN MINIMUM INDICATOR OPTIONS. VERIFY VOLTAGE WITH ELECTRICAL DRAWINGS. IF BUILDING IS EQUIPPED WITH FIRE MVD MANUAL VOLUME DAMPER ALARM SYSTEM ALL FIRE/SMOKE DAMPERS WILL BE CONNECTED TO BUILDING FIRE ALARM SYSTEM. jj��-��jj -i SIDEWALL TRANSFER GRILLE I1- UNION MD MORTORIZED DAMPER ��yy MZ MULTI -ZONE VENTURI FLOW METER N.T.S. NOT TO SCALE ENERGY CALCULATION VALUES SIDEWALL SUPPLY REGISTER OA OUTSIDE AIR PRESSURE AND/OR TEMPERATURE PORT OBMVD OPPOSED BLADE MANUAL VOLUME DAMPER SIDEWALL RETURN GRILLE OR OUTSIDE AIR LOUVER ROOF: R-20.3 NOTE: THERMOMETER OPD OPEN DRIP PROOF WALLS: R-3.8 PROP PROPELLER WINDOWS: THIS PROJECT HAS MET THE MINIMUM ENERGY CODE REQUIREMENTS AND HAS PCR PRE -CONDITIONED AIR SYSTEM SHGC: 0.82 BEEN DESIGNED TO THE MINIMUM VALUES NOTED. ALL MATERIALS USED IN THE PRESSURE GAUGE WITH GAUGE COCK RETURN WATER U VALUE: 1.25 CONSTRUCTION OF THIS PROJECT MUST MEET OR EXCEED THE MINIMUM VALUES SIDEWALL EXHAUST GRILLE VLT: 0.76 NOTED PER THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE AND PCS PERCENT DOORS: R-2,85 FLORIDA ENERGY CODE, FLEXIBLE CONNECTION PD PRESSURE DROP FLOORS: R-12.5 TS WALL MOUNTED DDC TEMPERATURE SENSOR MOUNT 4'-0" ABOVE FINISHED FLOOR PERF. PL. PERFORATED PLATE PRESSURE RELIEF VALVE PLBG PLUMBING WALL MOUNTED THERMOSTAT PSIA POUNDS PER SQUARE INCH MOUNT 4'-0" ABOVE FINISHED FLOOR ABSOLUTE 0 MOTORIZED ACTUATOR PSIG POUNDS PER SQUARE INCH © WALL MOUNTED CO SENSOR GAUGE MOUNT 4'-0" ABOVE FINISHED FLOOR RA RETURN AIR WALL MOUNTED DDC HUMIDITY SENSOR OPENING IN WALL ABOVE CEILING RD RADIATION DAMPER MOUNT 4'-0" ABOVE FINISHED FLOOR REG REQ'D REGISTER REQUIRED Os WALL MOUNTED H SENSOR TYQPEPMENT EQUIPMENT TAG MOUNT 4'-0" ABOVEVE FINISHED FLOOR 3 RG RETURN AIR GRILLE MARK RH RELATIVE HUMIDITY PHOTO DETAIL OR SECTION IDENTIFICATION TARGET -4 1" DOOR UNDER CUT. ARROW INDICATES DIRECTION RPM REVOLUTIONS PER MINUTE A A = DETAIL NUMBER UC OF FLOW RR RETURN AIR REGISTER B B = SHEET NUMBER ON WHICH DETAIL IS LOCATED RTU ROOFTOP UNIT FLEX DUCT �_�MRD RADIATION DAMPER INSTALLED IN AIR DEVICE RD RADIATION DAMPER INSTALLED IN DUCT. NOTE: NOTE: ELBOW WITH TURNING VANES GENERAL NOTES ON THIS MECHANICAL SHEET ARE FOR SYMBOLS SHOWN ON THIS MECHANICAL LEGEND ARE FOR DEC 3 2018 GENERAL REFERENCE PURPOSES ONLY. ALL OF THESE REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS NOTES MAY NOT BE USED FOR THIS PROJECT. MAY NOT BE USED FOR THIS PROJECT. DRAWING ISSUE: ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL JLq„�$.0�42;�0 OSE 0 , =a:0." ONAL Adam1JbWOhl1garney P.E. #:69124 Joseph, Lawence & Co Consulting Engineerps 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ARCHITECT'S PROJECT No.: XX-XXXX SHEET TITLE: SYMBOLS & LEGENDS MECHANICAL SHEET NUMBER M0.1 f ISSUE FOR PERMIT 17 OCT 2018 , e4" O ge.q?jV.00 r•. e+i �/ E M e r s 1` YY ,V . 24—�a T Adai1��fMI'�ph Barney P.E. #:69124 )seek, Lawrence & Co Consulting Lngineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 P. Ding, Jr '�"WHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) , tIDA AR 12,999 RGIA 5044 iOUSE )PERTIES _E POINT FLORIDA 32771 ROJECT No.: XX-XXXX MJR/KEM BLS/AJB BLS/AJB .LL PLAN �NICAL M2.1 , ISSUE FOR PERMIT 17 OCT 2018 JLC 18.0242.00 �����-3itifl►� Of fi 0,/� �1 0- OWC t's SS CNAL �G Acosep% ohey YW 24 5 , ' ,sepia, Lawrence & Co Consultinq Engineers 1180 HARWOOD AYE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 i P. Ding, Jr 'ft'wqH IT E,CT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) ?IDA AR 12,999 2GIA 5044 ]OUSE FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN 'BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ROJECT No.: xx-xxxx QED PLAN �NICAL ? M2.2 PROVIDE 1/2" THICK INSULATION ON ENTIRE LENGTH OF SUCTION LINESET AND CONDENSATE LINE. FLUSH AT CONDUIT ENTRANCE ..-- LIQUID LIN OR PACK WITH ROCK WOOL -� 6- 45' BEND PVC CONDUIT WITH SOLVENT L 45' BEND WELDED JOINTS. 4"0 FOR ONE SET OF LINES. 6"0 FOR UP TO 3 SETS OF LINES. 2"- 4 NTS 1\VV IL Vwllvwll wllI "I\ COMPACTED FILL. COMPACTED FILL SHALL BE AT 4" LIFTS TO GRADE REFRIGERANT SLEEVE DETAIL �w 1 uv. 1 wvn -1 - NTS VERTICAL AHU DETAIL APPLY TWO COATS OF VINYL -LACQUER FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION SEAL OPEN END WITH NON TOXIC EXPANDABLE FOAM AND CAULK WEATHERTIGHT. EXTEND PVC 4" ABOVE PAD CONDENSING UNIT PAD LINE NIT GRAVITY TYPE EF SHUTTER (RECESSED MC PROVIDE 1/4 BIRDSCREEN SILICONE CAUL ALL AROUND 3 NTS EXHAUST FAN MOTOR SIDE GUARD (11 JARD ECOMMENDATIONS SIDEWALL EXHAUST FAN DETAIL 1 1/4" PVC COND. PIPING CAST PERFORATED GRATE GRADE II II Q. .•�O •b..• o•vo d .o � 24" R.C.P. ° ° ° °o ° b' PIPE SECTION 'b.on 'o'a 0 0 d •ad' 24" LONG o` •� . o . a ^ o PEA GRAVEL OR 2 NTS CRUSHED STONE � � )'• o00 0 ° .a 0 J0o a OPEN o Qo 0 o:• c o Q p o . n O .; :'•� o• vb EXTERIOR WALL CONDENSATE DRYWELL DETAIL FLEX DUCT SCHEDULE CFM FLEX SIZE EF -2 80 0 - 100 6"0 101 - 200 8"0 201 - 400 10"0 401 - 600 12"0 601 - 900 14"0 901 - 1,300 16"0 1,300 - 1,700 18"0 AIR BALANCE EXHAUST - EF -1 80 CFM EF -2 80 CFM EF -3 80 CFM EXHAUST TOTAL: 240 CFM MAKEUP Ah9- REQUIRED SUPPLIED AHU-1 150 CFM AHU-2 150 CFM MAKEUP TOTAL: 300 CFM BUILDING PRESSURE = +60 (WITH ALL FANS ACTIVATED) AIR OUTSIDE AIR CALCULATIONS LOUVER SCHEDULE MARK OCC. FACTOR ASHRAE 62 VALUES SPACE SPACE OUTDOOR AIR OUTDOOR AIR CLASSIFICATION OCCUPANCY/ PER TABLE 6-1 AREA LOAD REQUIRED SUPPLIED T.S.P. 1000 SQFT. HP/WATTS (SQFT) (PERSONS) VOLTS/PH A L-1 (PERSONS) (CFM) (CFM) Rp Ra Az Pz OFFICE 1 5 1 5 0,06 1,939 10 166 300 1., 2., 3., & 4. C LOUVERED FACE RETURN GRILLE 1,2 24"x24" SEE SCHED. ALUMINUM TOTAL - - - 1,939 1 10 166 300 NOTE: PRICE #85 OR EQUAL 1. & 2. NOTES: 1. COORIDINATE SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. 2. PROVIDE RAPID MOUNT FRAME FOR PLASTER AND SHEET ROCK CEILINGS. 3. SUPPLY COMPLETE FACTORY INSTALLED 1/2" THICK FOIL BACKED INSULATION. 4. PROVIDE REMOTE DAMPERS FOR AIR DEVICE IN HARD CEILING. REQUIRED OUTDOOR VENTILATION AIR VALUES TAKEN FORM ASHRAE 62, TABLE 6-1. OPERATING VENTILATION BREATHING ZONE FORMULA: Vbz = Rp * Pz + Ra * Az 80 0.5 Pz = OCCUPANCY FACTOR * SPACE AREA - *AREA CALCULATION DOES NOT INCLUDE RESTROOMS. <0.3 - AIR DEVICE SCHEDULE LOUVER SCHEDULE MARK SERVICE AIR FLOW (CFM) FREE AREA (SF) W x H (IN) MAX. VELOCITY IN FPM MAX. PRESSURE DROP (IN H20) MANUFACTURER & MODEL NO. NOTES TYPE UNIT INFORMATION CFM T.S.P. OUTDOOR DESIGN TEMP. (F) HP/WATTS I R.P.M. VOLTS/PH A L-1 OUTSIDE AIR 1,000 2.5 36"x24" 400 0.023 GREENHECK ESD -635-32x24 OR EQUAL 1. & 2. NOTES: 1. PROVIDE BIRD SCREEN. 2. PROVIDE GRAVITY BACK DRAFT DAMPER ON INTERIOR SIDE OF LOUVER. AIR DEVICE SCHEDULE MARK DESCRIPTION MARK FACE SIZE NECK MATERIAL MANUFACTURER & MODEL NO. NOTES TYPE UNIT INFORMATION CFM T.S.P. OUTDOOR DESIGN TEMP. (F) HP/WATTS I R.P.M. VOLTS/PH A LOUVERED FACE SUPPLY DIFFUSER MANUFACTURER & MODEL NO. 24"x24" SEE SCHED. ALUMINUM PRICE #ASCD OR EQUAL 1., 2., 3., & 4. B LOUVERED FACE SUPPLY DIFFUSER 0.5 12"x12" SEE SCHED, ALUMINUM PRICE #ASCD OR EQUAL 1., 2., 3., & 4. C LOUVERED FACE RETURN GRILLE 1,2 24"x24" SEE SCHED. ALUMINUM PRICE #85 OR EQUAL 1. & 2. D LOUVERED FACE RETURN GRILLE 12"x12" SEE SCHED, ALUMINUM PRICE #85 OR EQUAL 1. & 2. NOTES: 1. COORIDINATE SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. 2. PROVIDE RAPID MOUNT FRAME FOR PLASTER AND SHEET ROCK CEILINGS. 3. SUPPLY COMPLETE FACTORY INSTALLED 1/2" THICK FOIL BACKED INSULATION. 4. PROVIDE REMOTE DAMPERS FOR AIR DEVICE IN HARD CEILING. 1,2 EF -3 OPERATING RESTROOM DRAWING ISSUE: ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL 410W &vfwi 00 qol a s E/ ' Q jN , 124� ° ��0 ' NALKt AdamsJb �h �arney P.E. #:69124 Josep%, Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE 00 FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ARCHITECT'S PROJECT No.: xx_xxxx SHEET TITLE: SCHEDULES MECHANICAL SHEET NUMBER M3.1 DX SPLIT CONDENSING UNIT FAN SCHEDULE MARK LOCATION DX SPLIT AIR MARK SCHEDULE AREA SERVED TYPE UNIT INFORMATION CFM T.S.P. OUTDOOR DESIGN TEMP. (F) HP/WATTS I R.P.M. VOLTS/PH SONES WEIGHT MANUFACTURER & MODEL NO. NOTES EF -1 MOCP RESTROOM CEILING OPERATING WEIGHT (LBS.) 80 0.5 UNIT INFORMATION 5.5W - 120/10 <0,3 - PANASONIC FV-05-11VKS1 OR EQUAL 1,2 EF -2 ENTERING RESTROOM CABINET 80 0.5 5.5W - 120/10 <0.3 - PANASONIC FV-05-11VKS1 OR EQUAL 1,2 EF -3 OPERATING RESTROOM CABINET MOUNTING APPLICATION 80 0.5 SERVED 5.5W - 120/10 <0.3 - PANASONIC FV-05-11VKS1 OR EQUAL 1,2 EF -4 CAPACITY WAREHOUSE SIDEWALL THICKNESS 1,000 0.1 KW 1/4 HP 910 120/10 3.7 29 GREENHECK SE1-14-432-VG OR EQUAL 2,3 EF -5 WAREHOUSE SIDEWALL 1,000 0.1 (CFM) 1/4 HP 910 120/10 3.7 29 GREENHECK SE1-14-432-VG OR EQUAL 2,3 NOTES: 1. EXHAUST FAN TO BE CONTROLLED BY SWITCH LOCATED WITHIN ROOM. 2. PROVIDE WITH VIBRATION ISOLATOR KIT, INTEGRAL BACKDRAFf DAMPER, & ALUMINUM WALL CAP. 3. FAN TO BE CONTROLLED BY TIMER. DRAWING ISSUE: ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL 410W &vfwi 00 qol a s E/ ' Q jN , 124� ° ��0 ' NALKt AdamsJb �h �arney P.E. #:69124 Josep%, Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE 00 FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ARCHITECT'S PROJECT No.: xx_xxxx SHEET TITLE: SCHEDULES MECHANICAL SHEET NUMBER M3.1 DX SPLIT CONDENSING UNIT SCHEDULE MARK LOCATION DX SPLIT AIR HANDLING UNIT SCHEDULE UNIT INFORMATION _ MANUFACTURER MODEL NUMBER NOTES OUTDOOR DESIGN TEMP. (F) QTY. CAPACITY STEPS q, QTY. FAN VOLTAGE/ PHASE COOLING COIL CONDENSER FANS FILTERS MOCP ELECTRIC HEATING SINGLE POINRT EMENTS UNIT OPERATING WEIGHT (LBS.) QTY. FLA (EA.) UNIT INFORMATION MARK LOCATION TOTAL AIR OUTSIDE EXTERNAL STATIC DRIVE HP ENTERING LEAVING TOTAL N0. OF VOLTS/ TOTAL HEATER VOLTAGE/ SINGLE SINGLE UNIT SIZE OPERATING MANUFACTURER MODEL NUMBER MOUNTING APPLICATION NOTES 25"02"x32" SERVED COMFORTMAKER NXA436GKC 1. FLOW AIR FLOW RES PRESS. TYPE 100 AIR TEMP. AIR TEMP. CAPACITY TYPE EFFICIENCY THICKNESS STAGES PHASE KW STEPS PHASE CIRCUIT CIRCUIT (H"xW"xD") WEIGHT (LBS.) (CFM) (CFM) I (F' DB/WB) (F DB/WB) (BTUH) MCA MOCP AHU-1 OFFICES 1,200 150 0.6 DIRECT 1/2 77.0/64.0 56.0/55.0 33,700 THROWAWAY 30% .5" 1 208/10 5 1 208/10 28.4 30 50"x18"x20" 161 COMFORTMAKER FEM4X3600BL FLOOR STAND 1. & 3. AHU-2 OFFICES 1,600 1 150 1 0.6 IDIRECTI 1/2 1 77.0/64.0156.0/55.0 1 44,000 ITHROWAWAY1 30% 1 .5" 1 1 1208/101 5 1 1 1 208/101 33.5 1 35 1 50"x18"x20" 1 157 COMFORTMAKER FEM4X4800BL I FLOOR STAND 1. & 3. NOTES: 1. PROVIDE COMPLETE WITH SINGLE POINT WIRING, ELECTRICAL DISCONNECT (PROVIDED BY DIVISION 16), 1" THICK CABINET FOIL FACED INSULATION, HONEYWELL TH8321WF1001 PROGRAMMABLE THERMOSTAT WITH HUMIDISTAT AND NIGHT SET BACK, FACTORY INSTALLED TXV KIT, AND CONDENSATE OVERFLOW SWITCH. 2. PROVIDE UV PROTECTIVE COATING/COVERING ON ALL ELASTOMERIC PIPE INSULATION WHERE EXPOSED TO SUNLIGHT. DRAWING ISSUE: ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL 410W &vfwi 00 qol a s E/ ' Q jN , 124� ° ��0 ' NALKt AdamsJb �h �arney P.E. #:69124 Josep%, Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE 00 FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ARCHITECT'S PROJECT No.: xx_xxxx SHEET TITLE: SCHEDULES MECHANICAL SHEET NUMBER M3.1 DX SPLIT CONDENSING UNIT SCHEDULE MARK LOCATION COMPRESSOR CONDENSER FANS ELECTRICAL UNIT INFORMATION MANUFACTURER MODEL NUMBER NOTES OUTDOOR DESIGN TEMP. (F) QTY. CAPACITY STEPS q, QTY. NOMINAL HP VOLTAGE/ PHASE COMPRESSOR RLA EACH CONDENSER FANS MCA MOCP SEER UNIT SIZE (H"xW"xD") OPERATING WEIGHT (LBS.) QTY. FLA (EA.) CU -1 GROUND 95' 1 100 1 - 208/10 - 1 - 18.1 30 1 14 25"02"x32" 134 COMFORTMAKER NXA436GKC 1. CU -2 GROUND 95' 1 100 1 - 208/10 - 1 - 20.9 35 1 14 25"02"02" 182 COMFORTMAKER NXA4480KC 1. NOTES: 1. PROVIDE COMPLETE WITH DISCONNECT SWITCH, TIME DELAY RELAY AND ANTI -SHORT CYCLE TIMER. DRAWING ISSUE: ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL 410W &vfwi 00 qol a s E/ ' Q jN , 124� ° ��0 ' NALKt AdamsJb �h �arney P.E. #:69124 Josep%, Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE 00 FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ARCHITECT'S PROJECT No.: xx_xxxx SHEET TITLE: SCHEDULES MECHANICAL SHEET NUMBER M3.1 ISSUE FOR PERMIT 17 OCT 2018 JLC,�A§IQM, '00 ; 1m 12)� f�'r �s�ONAL Fed Adam "��arney P.E. #:69124 >sepk, Lawrence 8C Co Consultinq Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 J P. Ding, Jr W"wH IT ECT 644 TRESTLE POINT SANFORD, FLORIDA 32771 7500 SW 61ST AVE DRAWN BY: SUITE 400 CHECKED BY: OCALA, FL. 34476 APPROVED BY: 352.873.3737 (PH) 352.873.0737 (FAX) HDA AR 12,999 IGIA 5044 ]OUSE FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BL.S/AJB APPROVED BY: BL.S/AJB ROJECT No.: xx-xxxx J .NICAL M4.1 GENERAL THE GENERAL MECHANICAL SPECIFICATIONS APPLY TO THE WORK SPECIFIED IN THIS SECTION. SCOPE OF WORK FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE SCHEDULED AIR CONDITIONING UNITS, EXHAUST FANS, AIR DISTRIBUTION AND DUCTWORK. CLEANING, TESTING AND ADJUSTING: THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES. NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. TESTING: ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOAD. THIS CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF A TEST AND BALANCE REPORT TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION INSPECTION. THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING DATA: 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING DB/WB) 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. 5. DRIVE TYPES, SIZES AND SPEED RANGE. 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. ADDITIONALLY, SYSTEMS DRAWING CLEARLY MARKED TO IDENTIFY LOCATION OF EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT. MAINTENANCE MANUALS PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT. ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND PROPERLY INDEXED DATA INTO INDIVIDUAL, HEAVY-DUTY, 2 -INCH, 3 -RING VINYL COVERED BINDERS WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER. INCLUDE THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION WILL BE TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: - OPERATING AND MAINTENANCE INSTRUCTIONS - -SPARE PARTS LIST - COPIES OF WARRANTIES - WIRING DIAGRAMS - INSPECTION REPORTS AND APPROVALS - SHOP DRAWINGS AND PRODUCT DATA TRAINING SERVICES THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON STARTUP AND SHUTDOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7 -DAYS PRIOR NOTICE TO ARCHITECT/ENGINEER. HANGERS AND SUPPORTS PROVIDE ALL NECESSARY HANGER RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. THE USE OF BALING WIRE OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. WARRANTY/GUARANTEE: THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. EQUIPMENT: 1.1 QUALITY ASSURANCE A. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FOR INTENDED USE. B. UNITS SHALL BE DESIGNED TO OPERATE WITH HCFC -FREE REFRIGERANTS. 1.2 WARRANTY A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPLACE COMPONENTS LISTED BELOW THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. 1. WARRANTY PERIOD FOR COMPRESSORS: MANUFACTURER'S STANDARD, BUT NOT LESS THAN FIVE (5) YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 2. WARRANTY PERIOD FOR HEAT EXCHANGERS: MANUFACTURER'S STANDARD, BUT NOT LESS THAN FIVE (5) YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.3 MANUFACTURERS A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. MON 2. TRANE 3. CARRIER 4. YORK NOTE: ALL OF THE SPECIFICATIONS LISTED ON THIS SHEET MAY NOT BE USED FOR THIS PROJECT. MECHANICAL SPECIFICATIONS 2.1 CABINET A. CONSTRUCTION: SINGLE WALL. B. EXTERIOR CASING: GALVANIZED STEEL WITH BAKED -ENAMEL PAINT FINISH WITH LIFTING LUGS AND KNOCKOUTS FOR ELECTRICAL AND PIPING CONNECTIONS. 2.2 INTERIOR CASING - GALVANIZED STEEL A. BASE RAILS: GALVANIZED -STEEL RAILS FOR MOUNTING ON ROOF CURB, B. SERVICE DOORS: HINGED ACCESS DOORS WITH NEOPRENE GASKETS. C. INTERNAL INSULATION: FIBROUS -GLASS DUCT LINING COMPLYING WITH ASTM C 1071, TYPE II. 1. THICKNESS: 1 INCH (25 MM). 2. INSULATION ADHESIVE: COMPLY WITH ASTM C 916, TYPE I. 3. MECHANICAL FASTENERS: GALVANIZED STEEL, SUITABLE FOR ADHESIVE ATTACHMENT, MECHANICAL ATTACHMENT, OR WELDING ATTACHMENT TO CASING WITHOUT DAMAGING LINER AND WITHOUT CAUSING AIR LEAKAGE WHEN APPLIED AS RECOMMENDED BY MANUFACTURER. D. CONDENSATE DRAIN PANS: FORMED SECTIONS OF STAINLESS-STEEL SHEET DESIGNED FOR SELF -DRAINAGE. FABRICATE PANS WITH SLOPES TO PRECLUDE BUILDUP OF MICROBIAL SLIME, PROVIDE FLOAT SWITCH. E. ROOF CURB: FULL -PERIMETER CURB OF SHEET METAL, MINIMUM 14 INCHES HIGH, WITH WOOD NAILER, NEOPRENE SEALING STRIP, AND WELDED Z -BAR FLASHING. 2.3 SUPPLY -AIR FAN A. FAN: FORWARD -CURVED CENTRIFUGAL; STATICALLY AND DYNAMICALLY BALANCED, GALVANIZED STEEL, MOUNTED ON SOLID -STEEL SHAFT WITH SELF -ALIGNING, PERMANENTLY LUBRICATED BALL BEARINGS. B. MOTOR: TOTALLY ENCLOSED -SPEED MOTOR. C. DRIVE: V -BELT DRIVE WITH MATCHING FAN PULLEY AND ADJUSTABLE MOTOR SHEAVES AND BELT ASSEMBLY WITH MINIMUM 1.4 SERVICE FACTOR. D. MOUNTING: FAN WHEEL, MOTOR, AND DRIVES SHALL BE MOUNTED IN FAN CASING WITH SPRING ISOLATORS. 2.4 REFRIGERATION SYSTEM A. FABRICATE AND LABEL REFRIGERATION SYSTEM TO COMPLY WITH ASHRAE 15, "SAFETY CODE FOR MECHANICAL REFRIGERATION." B. COMPRESSORS: RECIPROCATING OR SCROLL COMPRESSORS WITH INTEGRAL VIBRATION ISOLATORS, INTERNAL OVERCURRENT AND OVERTEMPERATURE PROTECTION, INTERNAL PRESSURE RELIEF. C. EER AND COP: 13 EER AND 11.8 COP VALUES AS DEFINED BY ASHRAE/IESNA 90.1, "ENERGY EFFICIENT DESIGN OF NEW BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS." D. REFRIGERANT: R -410A ON ALL NEW SYSTEMS. E. REFRIGERATION SYSTEM SPECIALTIES: EXPANSION VALVE WITH REPLACEABLE THERMOSTATIC ELEMENT 1. REFRIGERANT DRYER. 2. HIGH-PRESSURE SWITCH. 3. LOW-PRESSURE SWITCH. 4. THERMOSTAT FOR COIL FREEZE-UP PROTECTION DURING LOW AMBIENT TEMPERATURE OPERATION OR LOSS OF AIR. 5. BRASS SERVICE VALVES INSTALLED IN DISCHARGE AND LIQUID LINES. 6. OPERATING CHARGE OF REFRIGERANT. 2.5 CAPACITY CONTROL A. HOT -GAS BYPASS REFRIGERANT CONTROL FOR CAPACITY CONTROL WITH CONTINUOUS DEHUMIDIFICATION ON A SINGLE COMPRESSOR. 2.6 REFRIGERANT COILS A. EVAPORATOR AND CONDENSER COILS SHALL BE DESIGNED, TESTED, FABRICATED, AND RATED ACCORDING TO ARI 410 AND ASHRAE 33. COILS SHALL BE LEAK TESTED UNDER WATER WITH AIR AT 315 PSIG (2170 KPA). 1. CAPACITY REDUCTION: CIRCUIT COILS FOR FACE CONTROL. 2. TUBES: COPPER. 3. FINS: ALUMINUM 4. FIN AND TUBE JOINT: MECHANICAL BOND. 5. SUCTION AND DISTRIBUTOR: SEAMLESS COPPER TUBE WITH BRAZED JOINTS. 6. COATING: PHENOLIC EPDXY CORROSION -PROTECTION COATING ON BOTH COILS, 7. SOURCE QUALITY CONTROL: TEST TO 450 PSIG (3105 KPA), AND TO 300 PSIG (2070 KPA) UNDERWATER. B. CONDENSER FAN: PROPELLER TYPE, DIRECTLY DRIVEN BY MOTOR. C. SAFETY CONTROLS: 1. COMPRESSOR MOTOR AND OUTSIDE -COIL FAN MOTOR LOW AMBIENT LOCKOUT. 2. OVERCURRENT PROTECTION FOR COMPRESSOR MOTOR AND OUTSIDE -COIL FAN MOTORS. 2.7 FILTERS A. COMPLY WITH NFPA 90A. B. DISPOSABLE PLEASTED FILTERS: 2 -INCH- (50 -MM-) THICK, FACTORY -FABRICATED, FLAT -PANEL -TYPE, DISPOSABLE AIR FILTERS WITH HOLDING FRAMES. C. FILTER MEDIA TO BE INTERLACED GLASS FIBERS SPRAYED WITH NONFLAMMABLE ADHESIVE. D. FILTER FRAMES TO BE GALVANIZED STEEL. 2.8 CONTROLS A. FACTORY -WIRE CONNECTION FOR CONTROLS' POWER SUPPLY. B. CONTROL DEVICES, INCLUDING SENSORS, TRANSMITTERS, RELAYS, SWITCHES, THERMOSTATS, HUMIDISTATS, DETECTORS, OPERATORS, ACTUATORS, AND VALVES, SHALL BE MANUFACTURER'S STANDARD ITEMS TO ACCOMPLISH INDICATED CONTROL FUNCTIONS. C. UNIT CONTROLS: SOLID-STATE CONTROL BOARD AND COMPONENTS WITH FIELD -ADJUSTABLE CONTROL PARAMETERS. D. SUPPLY -FAN CONTROL: UNITS SHALL BE ELECTRICALLY INTERLOCKED WITH CORRESPONDING EXHAUST FANS, TO OPERATE CONTINUOUSLY WHEN EXHAUST FANS ARE RUNNING. TIME CLOCK SHALL SWITCH OPERATION FROM OCCUPIED TO UNOCCUPIED. NIGHT SETBACK THERMOSTAT SHALL CYCLE FAN DURING UNOCCUPIED PERIODS TO MAINTAIN SPACE TEMPERATURE. 1. TIMER: SEVEN-DAY ELECTRONIC CLOCK. E. ELECTRICALLY INTERLOCK KITCHEN HOOD FIRE -EXTINGUISHING SYSTEM TO DE -ENERGIZE REPLACEMENT -AIR UNIT WHEN FIRE -EXTINGUISHING SYSTEM DISCHARGES. F. MINIMUM REFRIGERATION SYSTEM CONTROLS SHALL CONSIST OF A WALL -MOUNTING, RELATIVE -HUMIDITY AND TEMPURATURE SENSOR THAT ENERGIZES DEHUMIDIFIER OPERATION WHEN RELATIVE HUMIDITY IS MORE THAN 60 PERCENT. PIPING: CONDENSATE DRAINS: CONDENSATE PIPE TO BE TYPE L OR PVC. ROUTE TO DRYWELL OR AS INDICATED ON PLANS. COORDINATE WITH PLUMBER TO PROVIDE HUB DRAINS) IN MECHANICAL ROOM AND DRYWELL(S). HVAC CONTRACTOR TO PROVIDE P -TRAP AT UNIT SIZED FOR 2" GREATER THAN UNIT STATIC PRESSURE. PROVIDE CLEANOUT AT UNIT FOR SUSPENDED HORIZONTAL AIR HANDLERS. INSULATE CONDENSATE PIPE WITH 1/2- ARMAFLEX (OR EQUAL) INSULATION RATED FOR PLENUM APPLICATION. CONDENSATE DRAIN LINE SHALL BE NOT LESS THAN THE EQUIPMENT DRAIN LINE SIZE AND IN NO CASE LESS THAN 3/4" PIPE SIZE. REFRIGERANT PIPING: COVER ALL EXPOSED LIQUID LINES AND ALL SUCTION PIPING (INDOORS AND OUTDOORS), FITTINGS, VALVES, ETC., CONTINUOUS THROUGH SLEEVES, HANGERS, ETC., WITH 1/2" FR/ARMAFLEX. INSTALLATION SHALL BE CONDENSATION FREE AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. REFRIGERANT PIPING BELOW GRADE SHALL BE ROUTED THROUGH MINIMUM 4" DIAMETER PVC PIPE SLEEVES TO EACH CONDENSING UNIT. ALL UNDERGROUND REFRIGERANT PIPING SHALL BE CONTINUOUS WITH NO UNDERGROUND JOINTS ALLOWED. REFRIGERANT PIPE SIZES SHALL BE SIZED PER A/C EQUIPMENT MANUFACTURER'S RECOMMENDATION BASED ON LENGTH OF RUN BETWEEN CONDENSING UNITS AND AHU UNITS. PIPING ROUTED ALONG BUILDING EXTERIOR WALL SHALL BE PROTECTED BY SHEET METAL HOUSING SECURELY ATTACHED TO WALL AT 8'-0" INTERVALS AND PAINTED TO MATCH BUILDING EXTERIOR. TRAP OIL IN SUCTION LINE AT EVAPORATOR COIL. NO OTHER COIL TRAPS PERMITTED. PROVIDE SUCTION RISERS, CHECK VALVES, SOLENOID VALVES, OR OTHER DEVICES REQUIRED IN PIPING SYSTEM BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. PIPE HANGERS AND SUPPORTS: PIPE HANGERS, WHERE NEEDED, SHALL BE GRINNEL #260 CLEVIS TYPE, 5'-0" ON CENTER, SECURELY ATTACHED TO BUILDING CONSTRUCTION. SPACE AT MIN. 5'-0" INTERVALS. PIPE SUPPORT: ATTACH LINES SECURELY ALONG PAD/FLOOR/EQUIPMENT/STRUCTURE TO PREVENT MOVEMENT. SUPPORT IN A MANNER THAT LINES DO NOT HANG FROM EVAPORATOR CONNECTIONS OR BLOCK ACCESS TO FILTERS, CONTROLS, ETC. SUPPORT AT MIN. 8'-0" INTERVALS FOR VERTICAL PIPES, 5'-0" FOR SUSPENDED HORIZONTAL PIPING. EXHAUST FANS: FURNISH EXHAUST FANS WITH PERFORMANCE AND CAPACITIES AS LISTED ON THE DESIGN DRAWINGS. SUSPENDED FANS SHALL BE SUPPORTED FROM A TRAPEZE TYPE HANGER WITH SPRING MOUNTED VIBRATION ISOLATORS. ALL EXHAUST FANS SHALL COME WITH INTEGRAL BACKDRAFT DAMPER. COORDINATE WITH ARCHITECT TO LOCATE EXHAUST FANS, EXHAUST GRILLES, WALL OR ROOF CAPS A MINIMUM DISTANCE OF 10'-0" FROM ANY OPERABLE WINDOW, DOOR OR FRESH AIR INTAKE. AIR DISTRIBUTION EQUIPMENT: FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS WITH OPPOSED BLADE BALANCING DAMPERS AS SCHEDULED ON THE DESIGN DRAWINGS. GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON THE DESIGN DRAWINGS AND SHALL BE ALL ALUMINUM CONSTRUCTION UNLESS NOTED OTHERWISE. AIR DISTRIBUTION SHALL NOT EXCEED NC -30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. DUCTWORK: 1. ALL DUCTWORK DIMENSIONS ARE INSIDE NET FREE AREA. 2. SEAL ALL JOINTS WITH GLASS -FAB AND MASTIC. 3. SHEET METAL DUCTWORK OR FIBERGLASS DUCT BOARD IS ACCEPTABLE. 4. ALL EXHAUST AND OUTSIDE AIR DUCTWORK IS TO BE SHEET METAL - NO EXCEPTIONS. ADJUSTABLE SPLITTERS AND DAMPERS SHALL BE SUPPLIED AND INSTALLED IN EVERY SPLIT AND BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION. ACCESS PANELS OR YOUNG REGULATORS SHALL BE PROVIDED WHERE DAMPERS ARE INSTALLED ABOVE HARD CEILINGS OR IN SOFFITS EVEN IF NOT STATED ON PLANS.ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. - SHEET METAL DUCTWORK: SHALL BE CONSTRUCTED PER THE APPROPRIATE SMACNA DESIGN STANDARDS, MEETING THE MINIMUM GAUGE SHEET METAL THICKNESS SPECIFIED. INSULATE INTERNALLY OR EXTERNALLY WITH FIBERGLASS INSULATION TO ACHIEVE A MINIMUM R -VALUE OF 7.0 UNLESS INSTALLED IN A MECHANICALLY COOLED SPACE OR BETWEEN COOLED FLOORS IN A CAVITY WHOSE EXTERIOR WALLS ARE INSULATED, IN WHICH CASE THE R -VALUE MAY BE 4.2. - FIBERGLASS DUCTWORK: SHALL BE CONSTRUCTED OF FIBERGLASS FIBERBOARD DUCTWORK TO BE A MINIMUM OF 1" THICK. FIBERGLASS DUCTWORK SHALL BE LINED WITH ANTI MICROBIAL INSULATION EQUAL TO JOHNS -MANVILLE SUPERDUCT. INSULATE FIBERGLASS SUPPLY AND RETURN DUCTS TO A MINIMUM R -VALUE OF 7.0 UNLESS INSTALLED IN A MECHANICALLY COOLED SPACE OR BETWEEN COOLED FLOORS IN A CAVITY WHOSE EXTERIOR WALLS ARE INSULATED, IN WHICH CASE THE R -VALUE MAY BE 4.2. - FLEXIBLE DUCTWORK SHALL BE SPIRAL FORMED OUT OF 3003 BRIGHT REFLECTIVE FINISHED ALUMINUM ALLOY, MECHANICALLY LOCKED AND HAVE A MINIMUM R -VALUE OF 6.0. IT SHALL BE UL LISTED UNDER CLASS 1 AIR DUCTS AND CLASS 1 CONNECTORS, MEET ALL REQUIREMENTS OF UL 181 AND COMPLY WITH NFPA 90A AND NFPA 90B. - ROUND SPIRAL DUCTWORK: SHALL BE CONSTRUCTED PER THE APPROPRIATE SMACNA DESIGN STANDARDS, MEETING THE MINIMUM GAUGE SHEET METAL THICKNESS SPECIFIED AND SHALL BE A MINIMUM 1" DOUBLE WALL INTERNALLY INSULATED. NON INSULATED SPIRAL DUCTWORK WILL NOT BE ACCEPTED AS A SUBSTITUTION. VIBRATION ISOLATION: ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH MASON INDUSTRIES VIBRATION ISOLATION EQUIPMENT SIZED IN ACCORDANCE WITH EQUIPMENT WEIGHT AND DUTY. PROVIDE FLEXIBLE CONNECTORS AT ALL SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING EQUIPMENT CONSISTING OF HEAVY CANVAS OR NEOPRENE FABRIC WITH AIRTIGHT SEAMS AND CONNECTIONS TO THE EQUIPMENT. AIR FILTERS: FILTERS SHALL BE 1" FIBERGLASS MEDIA THROW AWAY TYPE IN A RIGID FRAME WITH A SUPPORTING MAZE ACROSS BOTH ENTERING AND LEAVING SURFACES. SUPPLY ONE COMPLETE SET OF FILTERS AFTER OWNER'S FINAL ACCEPTANCE. FARR 30/30 OR EQUAL. FIRE DAMPERS: FIRE DAMPERS SHALL BE TYPE "B" CURTAIN TYPE, SUITABLE FOR EITHER VERTICAL OR HORIZONTAL INSTALLATION WITH 20 GAUGE STEEL CHANNEL FRAMES, 24 GAUGE STEEL BLADES, AND 18 GAUGE STEEL ENCLOSURE WITH DUCT COLLARS. ALL PARTS GALVANIZED MILL FINISH. FIRE DAMPERS SHALL BE EQUAL TO RUSKIN TYPE 1 BD2 FOR WALLS UP TO 2 HOUR. INSTALL IN ACCORDANCE WITH NFPA-90A, TESTED IN ACCORDANCE WITH UL SAFETY STANDARD 555, 1-1/2 HOUR AND 4 HOUR PROTECTION, AND 165•F FUSIBLE LINK. 0 DRAWING ISSUE: DATE: REVISED: -- ISSUE FOR PERMIT 17 OCT 2018 SEAL Jt11t$1Q��?�00 ep v �� 912 •� P T m ORID��°n' ONAL Adam' J60 arney P.E. #:69124 Josepk, Lawrence & Co Consulfinq Engineers 1180 NARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW,JLCENG,COM CA NO. F005856 David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352,873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: APPROVED BY: ARCHITECT'S PROJECT No.: XX-XXXX SHEET TITLE: SPECIFICATIONS MECHANICAL SHEET NUMBER t M5.1 BLS/AJB BLS/AJB DRAWING ISSUE: ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL E - r t 1274 121 Q TA NAL ��l Com' �,®♦ �'�I1➢R9tt�°, Adam Joseph Barney P.E. #;69124 Josepk, Lawrence & Co Consultinq Lngineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ARCHITECT'S PROJECT No.: XX-XXXX SHEET TITLE: SYMBOLS & LEGENDS PLUMBING SHEET NUMBER P0.1 LEGEND SPECIFICATIONS GENERAL NOTES Q RENOVATION NOTES 0 N ► DIRECTION OF FLOW IN PIPE PART 1 - GENERAL PART 2 - PRODUCTS 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 1. WHERE EXISTING PIPING IS DESIGNATED TO BE REMOVED AND CAPPED, ALL PIPING -'" 1.1 SECTION INCLUDES 2.1 PIPE HANGERS AND SUPPORTS SERVING THE DESIGNATED FIXTURE SHALL BE REMOVED FROM WITHIN WALLS TO PITCH PIPE DOWN IN DIRECTION OF ARROW A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION 15 A. MANUFACTURERS: 2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND THE POINT DESIGNATED ON THE DRAWINGS. PIPING SHALL BE CAPPED BY SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL A.1 B -LINE REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF APPROVED CAPPING METHODS UTILIZING PIPE CAPS INTENDED FOR SUCH USE. - O -O PIPE UP REQUIREMENTS. A.2 OTHER ACCEPTABLE MANUFACTURERS OFFERING CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES ACTUALLY CAPS SHALL BE AIRTIGHT AND WATERTIGHT. O PIPE DOWN 1.2 SCOPE EQUIVALENT PRODUCTS. A.2.1 MICHIGAN HANGER INSTALLED ON THE SITE. 2. WHERE EXISTING SURFACES ARE DISRUPTED DUE TO THE REMOVAL OF EXISTING A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS, A.2.2 PHD 3. ALL DRAINAGE PIPING 21" AND LARGER SHALL HAVE A MINIMUM J" PER FOOT EQUIPMENT OR PIPING THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR EJ EXPANSION JOINT EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS SLOPE. ALL DRAINAGE PIPING 2" AND SMALLER SHALL HAVE A MINIMUM �" PER OF DISRUPTED SURFACES TO MATCH EXISTING ADJACENT SURFACES. CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE 2.2 PIPING INSULATION: FOOT SLOPE, UNLESS OTHERWISE NOTED. 3. EXISTING CONDITIONS AS SHOWN ON THE DRAWINGS ARE TAKEN FROM ORIGINAL --� - FLEXIBLE PIPE CONNECTOR SUPERVISION, OPERATION, METHODS AND LABOR FOR THE FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL A. MANUFACTURERS: A.1 OWENS CORNING AND AS -BUILT DRAWINGS OF THE BUILDING AND PART ARE UNVERIFIED. FIELD PLUMBING INSTALLATION. A.2 JOHNS MANVILLE 4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR VTR CONDITIONS SHALL GOVERN. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR -I®I-- BALL VALVE A.3 KNAUF LOCATIONS. TO INITIATION OF WORK. B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND ARE B. ASTM C547, RIGID MOLDED NON-COMBUSTIBLE FIBERGLASS 'K' 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE 4. ALL EXISTING PIPING, NOT REMAINING IN SERVICE AFTER NEW CONSTRUCTION, v- CHECK VALVE, HORIZONTAL SWING INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO INSULATION. VALUE .024 ® 75 DEGREES F. LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. SHALL BE REMOVED. INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE C. VAPOR BARRIER JACKET, KRAFT PAPER WITH GLASS FIBER YARN AND WORK. BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC BONDED TO ALUMINUM FILM. CLOSURE SYSTEM SHALL BE UL 181. 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 5. PIPING WHICH IS TO REMAIN IN SERVICE SHALL NOT BE DISTURBED. EXISTING ---D4- GATE VALVE ITEMS SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY D. INSULATION THICKNESS 1-1/2"• PIPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH NEW PIPING OF NOT BE SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR 7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND THE SAME SIZE AND MATERIAL. BUTTERFLY VALVE SELECTING THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE 2.3 PIPING: SANITARY SEWER PIPING CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY ARCHITECT OF ANY --per---- GLOBE VALVE LOCATION AND SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS, FIRE A. PVC: ASTM D2665 SCHEDULE 40 PVC SOLID WALL PIPING. DISCREPANCIES. 6. EXISTING BUILDING SEWERS THAT ARE USED WITH NEW BUILDING SANITARY SEWERS AND/OR SMOKE DAMPERS, AND OTHER BASIC ITEMS REQUIRED BY A.1 FITTINGS: ASTM D2665 SCHEDULE 40 PVC DWV FITTINGS. SHALL BE EXAMINED AND TESTED TO CONFORM IN ALL RESPECTS TO ALL THE CODE AND OTHER SECTIONS SHALL BE COORDINATED AND INCLUDED A.2 JOINTS: ASTM D2564 SOLVENT CEMENT. JOINTS SHALL 8. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS REQUIREMENTS OF PLUMBING AUTHORITY HAVING JURISDICTION AND APPLICABLE BALANCING VALVE FOR THE PROPER INSTALLATION OF THE WORK. BE INSTALLED IN ACCORDANCE WITH ASTM D2855. SPECIFIED. PLUMBING CODES. B. CAST IRON: CAST IRON PIPING TO BE USED IN ALL PLENUM BALANCING COCK C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH SPACES. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND 7. ALL EXISTING SANITARY, DOMESTIC WATER, AND RAIN WATER PIPING THAT ARE MINUTE ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. LOCATED IN EXISTING WALLS TO BE DEMOLISHED AND REMAINING IN SERVICE AFTER STRAINER, Y -TYPE AND BLOWOFF VALVE AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE 2.4 PIPING: WATER PIPING CONSTRUCTION SHALL BE RELOCATED TO NEW WALLS CHASES ETC. ' EQUIPMENT PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET A. COPPER PIPING: ASTM B88 TYPE 'L' HARD DRAWN. 10. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO PLANS AS RV PRESSURE RELIEF VALVE (WATER) THE EQUIPMENT WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE INCLUDED BY THE INSTALLER OF THE EQUIPMENT, A.1 FITTINGS: ASME 16.18 CAST BRONZE OR ASME 816.22 POSSIBLE WITH NO CHANGES IN SIZING. 8. COORDINATE WITH GENERAL CONTRACTOR TO PATCH ALL EXISTING WALLS, FLOORS, WROUGHT COPPER OR BRONZE. CEILINGS, ETC., AS REQUIRED BY NEW WORK. SEE SPECIFICATIONS. PRESSURE REDUCING VALVE WHETHER OR NOT SPECIFICALLY INDICATED IN THE CONTRACT A.2 JOINTS: ASTM B32 SOLDER, ASTM 95-5 TA MINIMUM, 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING PRV DOCUMENTS WITH NO ADDITIONAL COST INCURRED. FLUX ASTM 8813. JOINTS SHALL BE INSTALLED IN DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR 9. IT IS THE PLUMBING CONTRACTORS RESPONSIBILITY TO PROVIDE A DOUBLE CHECK MAV ACCORDANCE WITH ASTM 8828. OTHERWISE. VALVE BACKFLOW PREVENTION DEVICE ON THE MAIN DOMESTIC WATER SERVICE MANUAL AIR VENT D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER SECTIONS A.3 SUBSTITUTIONS: CPVC IS AN ACCEPTABLE ALTERNATIVE PROVIDED TO THE BUILDING SPACE UNDER CONSTRUCTION AS PER THE LATEST SPACE BUILDING/ OF THE SPECIFICATION, THE CONTRACTOR FOR THIS DIVISION SHALL COPPER ONLY IF APPROVED BY BUILDING OWNER. 12. CHANGES IN THE DIRECTION OF SANITARY PIPING SHALL NOT BE MADE WITH ADOPTED VERSION OF THE PLUMBING CODE EVEN IF THE BACKFLOW PREVENTION INSTALL PLUMBING EQUIPMENT FURNISHED BY OTHERS, AND SHALL B. CPVC PIPING: ASTM F441/F441M-15 CHLORINATED POLY PLASTIC FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR DEVICE IS NOT CALLED OUT SPECIFICALLY ON THE.PLANS. SOLENOID VALVE MAKE ALL FINAL CONNECTIONS. CONTRACTOR SHALL INSTALL PIPE. SCHEDULE 40 AND 80 HOT AND COLD WATER DISTRIBUTION CREATE ANY OTHER ADVERSE EFFECT UNLESS PHYSICALLY IMPOSSIBLE IE: USE OF EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE WITH PIPING. IS AN ACCEPTABLE ALTERNATE UPON APPROVAL OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN 10. FIELD VERIFICATION OF EXISTING PIPING: ALL EXISTING PIPING SHOWN ON THE VALVE OS & Y MANUFACTURERS RECOMMENDATIONS. ENGINEER BUILDING OWNER AND PROJECT OWNER. A VERTICAL STACK IN GENERAL USE OF SHORT -RADIUS FITTINGS FOR BRANCH TO CONSTRUCTION DOCUMENTS IS BASED OFF OF VISUAL SITE INVESTIGATION AND AS C. PEX PIPING: ASTM F877-18 CROSSLINKED POLYETHYLENE HOT AND HOUSE DRAIN OR STACK CONNECTION). BUILTS DRAWINGS OF THE EXISTING SITE AND BUILDING CONSTRUCTION. IT IS THE [ CAPPED LINE E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP DRAWINGS. COLD WATER DISTRIBUTION PIPING. IS AN ACCEPTABLE ALTERNATE RESPONSIBILITY OF THE LICENSED PLUMBING CONTRACTOR TO FIELD VERIFY ALL TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE SATISFACTION UPON APPROVAL OF ENGINEER, BUILDING OWNER AND PROJECT 13. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE EXISTING PIPING LOCATIONS, TYPES, SIZES, ELEVATIONS AND INVERTS. NOTIFY OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL ACCEPTANCE OWNER NATIONAL SANITATION FOUNDATION. ENGINEER IF THE CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED SAN SANITARY SEWER (ABOVE GRADE) OF THE ARCHITECT/ENGINEER. IN THE EVENT THAT THE CONTRACTOR IN THE SPECIFICATIONS PRIOR TO THE INITIATION OF ANY WORK. IDENTIFICATION INSTALLS HIS WORK BEFORE COORDINATING WITH OTHER TRADES OR 2.5 PIPING: GAS PIPING 14. DO NOT PENETRATE FOUNDATIONS WITH PIPING, COORDINATE WITH GENERAL AND VERIFICATION OF EXISTING PIPING TO BE ACCOMPLISHED BY THE FOLLOWING - - SAN - - SANITARY SEWER (BELOW GRADE) SO AS TO CAUSE ANY INTERFERENCE WITH THE WORK OF THE A. STEEL PIPE: ASTM A 53/A 53M; TYPE E OR S; GRADE B; BLACK. WALL CONTRACTOR TO DROP FOUNDATIONS AS REQUIRED TO CLEAR PLUMBING SERVICES MEANS: OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL REQUIRED THICKNESS OF WROUGHT -STEEL PIPE SHALL COMPLY WITH ASME 836.10M. WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR . MANDATORY DYE TESTING OF ALL EXISTING SANITARY, STORM AND GREASE WASTE - DOMESTIC COLD WATER CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL COST TO A.1 MALLEABLE -IRON THREADED FITTINGS: ASME 816.3, FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. PIPING FOR SYSTEM IDENTIFICATION. THE PROJECT. CLASS 150, STANDARD PATTERN, WITH THREADED ENDS • SNAKE ALL SANITARY, STORM AND GREASE WASTE PIPING FOR A DISTANCE OF BP BOOSTED PRESSURE DOMESTIC COLD WATER ACCORDING TO ASME 131.20.1. 15. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. 100 FEET AND REPORT ANY BLOCKAGES. F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES A.2 STEEL THREADED FITTINGS: ASME 816.11, FORGED STEEL PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL • TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDING -- DOMESTIC HOT WATER PRIOR TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL WITH THREADED ENDS ACCORDING TO ASME 81.20.1. FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. EQUIPMENT SUPPLIED OR TO BE INSTALLED. ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT A.3 STEEL WELDING FITTINGS: ASME 816.9, WROUGHT STEEL OR • ALL IDENTIFICATION AND VERIFICATION RESULTS SHALL BE SUBMITTED TO THE - - - - DOMESTIC HOT WATER RETURN CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS ASME B16.11, FORGED STEEL. A.4 UNIONS: ASME 816.39, CLASS 150, MALLEABLE IRON WITH 16. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON - ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE INITIATION OF ANY WORK. ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING IROON SEAT, GROUND JOINT, AND THREADED ENDS ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. --CD-- CONDENSATE DRAIN (BELOW GRADE) SHALL BE DECREASED IN SIZE (IN THE DIRECTION OF FLOW). ACAORDING ASME A.5 CAST-IRON FLANGES AND FLANGED FITTINGS: ASME 816.1, 17. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE CD CONDENSATE DRAIN ABOVE GRADE ( ) 1.3 EXAMINATION OF BIDDING DOCUMENTS: CLASS 125. MOUNTING HEIGHTS, AND DIMENSIONS. A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY A.6 JOINT COMPOUND AND TAPE: SUITABLE FOR NATURAL GAS. - - ST - - STORM SEWER (BELOW GRADE) AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE DATE FOR A.7 STEEL FLANGES AND FLANGED FITTINGS: ASME 816.5. 18. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ENGINEER A.8 GASKET MATERIAL: THICKNESS, MATERIAL, AND TYPE SUITABLE LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. ST STORM SEWER (ABOVE GRADE) FOR INTERPRETATION OR CORRECTION OF ANY AMBIGUITY, FOR NATURAL GAS. EO STORM EMERGENCY OVERFLOW PIPING INCONSISTENCY OR ERROR THEREIN. ANY INTERPRETATION OR PART 3 - INSTALLATION 19. ALL VENTS THROUGH ROOF SHALL BE MINIMUM OF 10'-0" FROM ANY AIR INTAKES. CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ENGINEER. - -GR- - GREASE SEWER (BELOW GRADE) ONLY A WRITTEN INTERPRETATION OR CORRECTION TO BID 3.1 INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 20. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR DOCUMENTS BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL METALS. GR GREASE SEWER (ABOVE GRADE) RELY UPON ANY INTERPRETATION OR CORRECTION GIVEN BY ANY OTHER METHOD. 3.2 PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND - -SCW - - SOFT COLD WATER JOINTING DISSIMILAR METALS. EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL PRIOR VENT 1.4 SUBSTITUTIONS: A. EXCEPT AS PROVIDED BELOW, EACH BIDDER REPRESENTS THAT HIS 3.3 ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. OR EQUIPMENT. TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR - - G - - GAS LINE (BELOW GRADE) BID IS BASED UPON THE MATERIALS AND EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS. 3.4 INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH 22. PROVIDE 1/2" C.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO G GAS LINE (ABOVE GRADE) USE OF SPACE. REFRIGERATORS WITH ICE MAKERS AT HEIGHT REQUIRED BY MANUFACTURER OF B. NO SUBSTITUTIONS FOR OTHER MATERIALS AND EQUIPMENT WILL BE EQUIPMENT INSTALLED. POINT OF CONNECTION NEW CONSIDERED UNLESS WRITTEN REQUEST HAS BEEN SUBMITTED TO 3.5 GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. THE ENGINEER FOR APPROVAL AT LEAST TEN (10) DAYS PRIOR TO 23. PROVIDE 1/2" H.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO TO EXISTING THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL 3.6 INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT DISHWASHER MACHINE, AT HEIGHT REQUIRED BY MANUFACTURER OF EQUIPMENT ® POINT OF REMOVAL FOR DEMOLITION INCLUDE A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE, STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. INSTALLED. THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO Z�T DELTA T (TEMPERATURE DIFFERENCE) BE SUBSTITUTED, DRAWINGS, CUTS, PERFORMANCE AND TEST DATA 3.7 PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO 24. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE OR INFORMATION NECESSARY FOR A COMPLETE EVALUATION. VALVES AND FITTINGS. INTERIOR SIDE OF THE WALL, SO THAT WALL INSULATION CAN BE PLACED ON THE EXTERIOR SIDE OF THE PIPING. C. IF THE ENGINEER APPROVES ANY PROPOSED SUBSTITUTION, SUCH 3.8 PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. PHOTO DETAIL OR SECTION IDENTIFICATION TARGET APPROVAL WILL BE ISSUED AS AN ADDENDUM FORWARDED TO ALL COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH APPROPRIATE 25. FIELD VERIFICATION OF EXISTING PIPING: ALL EXISTING PIPING SHOWN ON THE A A = DETAIL NUMBER. PARTICIPATING BIDDERS. ARCHITECTURAL SECTION. CONSTRUCTION DOCUMENTS IS BASED OFF OF VISUAL SITE INVESTIGATION AND AS B B = SHEET NUMBER ON WHICH DETAIL IS LOCATED. BUILTS DRAWINGS OF THE EXISTING SITE AND BUILDING CONSTRUCTION. IT IS THE D. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN APPROVAL OF ANY 3.9 ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO RESPONSIBILITY OF THE LICENSED PLUMBING CONTRACTOR TO FIELD VERIFY ALL SUBSTITUTION FROM THE ENGINEER PRIOR TO THE OPENING OF ENSURE PROPER SLOPE AND COVER. EXISTING PIPING LOCATIONS, TYPES, SIZES, ELEVATIONS AND INVERTS. NOTIFY HB HOSE BIBB BIDS, THEN HE SHALL BASE HIS BID ON ITEMS AND SYSTEMS AS ENGINEER IF THE CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED SPECIFIED IN BID DOCUMENTS. 3.10 ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR CONNECTION TO IN THE SPECIFICATIONS PRIOR TO THE INITIATION OF ANY WORK. IDENTIFICATION FD ® FLOOR DRAIN NEW WORK TO ENSURE PROPER SLOPE AND COVER. AND VERIFICATION OF EXISTING PIPING TO BE ACCOMPLISHED BY THE FOLLOWING HD 0 HUB DRAIN E. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL FORM WHICH MEANS: ARE PRIOR APPROVED BY THE ENGINEER WILL BE INCORPORATED 3.11 WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING • MANDATORY DYE TESTING OF ALL EXISTING SANITARY, STORM AND GREASE WASTE INTO THE CONTRACT WITH THE SUCCESSFUL BIDDER. FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PIPING FOR SYSTEM IDENTIFICATION. TD ® TRENCH DRAIN PRIMER TO WELDING. • SNAKE ALL SANITARY, STORM AND GREASE WASTE PIPING FOR A DISTANCE OF F. REQUESTS FOR ANY SUBSTITUTIONS NOT SUBMITTED AND APPROVED 100 FEET AND REPORT ANY BLOCKAGES. --A-- COMPRESSED AIR BELOW GRADE ( ) IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS WILL BE DENIED BY 3.12 EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE • TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDING THE ENGINEER. THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND LINSEED EQUIPMENT SUPPLIED OR TO BE INSTALLED. A COMPRESSED AIR (ABOVE GRADE) OIL. ENSURE CLEARANCE AT CLEANOUT FOR RODDING OF DRAINAGE • ALL IDENTIFICATION AND VERIFICATION RESULTS SHALL BE SUBMITTED TO THE FLOOR CLEANOUT 1.5 REGULATORY REQUIREMENTS: SYSTEM. ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE INITIATION OF ANY WORK. A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ---,�, CLEANOUT ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND 3.13 RESET SPRINKLER HEADS FROM UPRIGHT POSITION TO DOWN POSITION REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. TO CENTER OF NEW CEILING TILE. - EXTERIOR CLEANOUT B. CONFORM TO 2017 FLORIDA PLUMBING CODE. C. CONFORM TO 2017 FLORIDA FIRE PREVENTION CODE. 3.14 TORQUE ALL HUBLESS CAST IRON COUPLING IN STRICT ACCORDANCE HORIZONTAL CLEANOUT D. CONFORM TO 2017 FLORIDA BUILDING CODE. WITH THE MANUFACTURER'S RECOMMENDATIONS. UTILIZE COUPLING MANUFACTURER'S PRE-SET TORQUE WRENCH. ITEMS TO BE REMOVED(DEMOLITION) 1.6 CUTTING AND PATCHING: A. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING 3.15 INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR ELEMENTS. BATTERY OF FIXTURES. ARRESTORS SHALL BE FACTORY FABRICATED. CWN COLD NANO WATER INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE B. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM STANDARD P.D.I. WH -201. ACCEPTABLE MANUFACTURERS ARE ZURN, CWF COLD FILTERED WATER CUTTING AND PATCHING WHICH EFFECT: JOSAM, SIOUX CHIEF. PPP INC. FOR 1-11 FU'S PROVIDE PDI -A, FOR B.1 STRUCTURAL INTEGRITY OF ELEMENT. 12-32 FU'S PDI -B, 33-60 FU'S PDI -C, 61-113 FU'S PDI -D. SHOCK ABSORBER 6.2 INTEGRITY OF WEATHER. B.3 EFFICIENCY, MAINTENANCE, OR SAFETY OF ELEMENT. B.4 VISUAL QUALITIES OF SIGHT. B.5 WORK OF OWNER OR SEPARATE CONTRACTOR. NOTE: SYMBOLS SHOWN ON THIS PLUMBING LEGEND ARE FOR REFERENCE PURPOSES ONLY. DEC 3 ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS PROJECT. DRAWING ISSUE: ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL E - r t 1274 121 Q TA NAL ��l Com' �,®♦ �'�I1➢R9tt�°, Adam Joseph Barney P.E. #;69124 Josepk, Lawrence & Co Consultinq Lngineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOR FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ARCHITECT'S PROJECT No.: XX-XXXX SHEET TITLE: SYMBOLS & LEGENDS PLUMBING SHEET NUMBER P0.1 0 REFERENCE NOTES: O �1 CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF DOMESTIC WATER CONNECTION. DRAWING ISSUE: ISSUE FOR PERMIT 1 2 3 4 4.1 5 6.1 7 1 REVISED: -- 17 OCT 2018 A — fill it II II II 1 II II 11 i II II II II II II 11 II it II II II II II II II 11 II II 11 II II II II IIII II II II Il I II II it I I II II II I I II II II 10 O I II II II I I II II II II II II , I 11 ll II I I II II ll 1 I 111 111 ill I I i I 111 III III I 1 II II II 1 I II II It I I it II 11 I I II II it I „ II II , I II II II I I 1 1 I I I I I I I I I I I I I SEAL ��r1 �� d �, ����®�'°rI .1, EA 1 i t I I I I I I I I I I I I I •� •� m� i Ill 11, Ill I i I � � /N O O ERMINATE 4» ST. IN SUMP -.( A' 'I0PUMP PIT. INV. 4S-0 BELOW TOP OF TRENCH 0 4 FCO -11 'NAL TRENCH DRAIN TD -1 Ty (18 Fr.) �d \ I II II 11 SUMP PIT MIN. 24» X24n X6r l Adam Joseph Barney' DEEP ii I ii ii it iii ii (� 11 I P.E. :69124 2"VTR , II II II I I II II z II I I 111 I III III ( II [� II I Ill 111 !� 111 1 Q _ -_ 1 I 1 I ' Josepk, Lawrence Uc Co i II I II II I SUMP PUMP SP -1. SEE — ST - SCHEDULE F1 --- i 4 S. DN./2"V i i i i I 1 1 I I II 11 II n � t! II � ii I I 1 1 1 1 SCHEDULE & DETAIL t I --- 4" i I II I T II it I I II II 1 II , COnSI-Illlnq nglneers it II II I I II II 14 II i II Z I II II I I I II II ' II i (' 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE TEL: 321.FLORIDA 32714 972.4466 I II ( II it i I I II II , II I WWW.JLCENG.COM 11 II , I i it II II I CANO.F005856 , 11 I , II II I I II II ' II I — 1 1 1 4" I II , II II I 1 I II II I II I ! I David P. King, Jr 1 II I! II I II II II II , I II II '1 II I ARCHITECT I Ill III Ill I II I II I 111 III I I 111 1 SW 1 1 I v 1 1 l i 1 1 I I 1 1 I 1 1 ' SUITE 400 61ST AVE II 1" II II I 1 I II II I II , , I I I I 1 1 t l i 1 I I I I , 1 I I i OCALA, FL. 34476 I I, ! I I I 1 I t i t ! I t 1 I 352.873.3737 (PH) 1 352.873.0737 � II I , , I COLD W� 'ER LINE „ , 1 I , l 1 1 (FAX) WITHINII � ANITARY 1 11 1 i TRENCH FORT FUTURE USE ,I, ( ,I I I, I ,I, ili ' I it REGISTRATIONS: 1 1 I I i t 1 1 I 11noT 1 i t I I ' 1 I I i STATE OF FLORIDA AR 12,999 1 II II I II I I 11 II I II I STATE OF GEORGIA 5044 — II — — I I� — I 'z� --F — — — , — — — , I — I — ' 1 I I I PROJECT IL li I ! ili ili I �) I It I tl' 'I! I 14" 111 NEW I II ZI II II I z i II II 4 II I ii o i ii ii »�1 ii I I 4 1! I I I I I ( I I I I I 1 I I I I I i „ 1 II II I w 1 II II II I COLD WATER LINE 11 OFFICE/ WITHIN SANITARY ' P2.2 cn I I i I! TRENCH FOR FUTURE ! I t 1! ' WAREHOUSE (I I 111 11 11 1 C 1 1 1 I I I USE II I II II , I II II i --- -- -- -- 1 ---------- 1 1 I II ---------------- FOR SII TO II II I II I ( I II I BREAK RM I I TOIOLET 1 1 I t I I RENCE COIF SECRETARY I— — — — t — — I t — _ I — I I — \ — i i— I I — / / — I t— FOX II !I II I I II l 11 \ � I4 I I I III III i III I II ( I! I !I' Ill \ 1 III / i MENS I PROPERTIES I II II it I I II I II \ I II / I I II 11 1 » it I I I II II \ '1 II / I I I I I I TOIL T RMA/FI i \ 644 TRESTLE POINT (FUTURE OFFI,FS 1 SANFORD, FLORIDA 32771 ! I III 111 OFFICE 2 I I (l I ill 111 III AP CW PIPING FOR DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB ` II I II n II II I II / Iz LOBBY fT/PN/ELEC It FILE ROOM OFFICE -1 ! 1 4 l l I v l l i t 1 , I I I/ , Q t i \ 1 , APPROVED BY: BLS/AJB I III I , ISI ( w III O I O III I) 1 lit Iv, I I \ I , 4 I I ARCHITECT'S PROJECT No.: XX-XXXX I c! I I I I I I I 1 I ---- — — — —------------------------------------ IL I 1 — --- ----- -- — -- — -- -- --- -- -- -- ----- -- -- —_—_ —_—_ --_----__—__ -- i--_--;— --- —�-------------------------------------------------- ——------------------------------------- — -------------- -- —----------- _—_--- — — — ----- -- — -- ---- ---- -- ----- --- — _ -_n- --- - ----- --- --- ------------- - _ _ - _ _-------- -- = -- --- - - - -- ------ v--T-----�--- - - r ---r- - --� �- -� --W --� -- 1 SHEET TITLE. ------- —,tr�� — v = :: —==-� W —t w w ( F{B-1 W w w 1 —�----�--�— u -- 1 t -- -- — --- I--- w 4»i Z w w y w w a HB 11 4"FCO-1 I.� -- u------ ---- w � v w •4, v 1° CW ISER. W W w w w w w w y w w w w w w w y w v —1EW=RISE . 2 WA 4"ECAO 1 1 ( 1 I 4"ECO-1 O V E RA L L W GRADE FOR 1" POTABLE CW SUPPLY BELOW I 1" POTABLE CW SUPPLY BELOW 4" SANITARY SEWER BELOW GRADE FO FLOOR PLAN SANITARY SEWER BELOW I CONTINU TION -SEE -CIVIL -D WINGS-- GPDIZI FOR CONTINUATION SEE GRADE, FOR CONTINUATISgt CONTIN ATiON-SEE-CIVICDR(XWING PLUMBING INV. EL. _ (-4'-0" BFT) .� y CIVIC WINGS. CIVIL D WNGS.,� w INV. EL. = (-4'- " BFF) ww C-1 ---------------� w w SHEET NUMBER OVERALL FLOOR PLAN - PLUMBING 1 Scale: 1/8" = 1'-0" P2.1 , , , , , , , , ISSUE FOR PERMIT 17 OCT 2018 JLC 18.0242.00 ��t1tlltl�; S t 0. 69 2 0 ORIQ SCI AL Ad9A4jjp�{� lmWney P.E. #:fi9124 ►sepk, Lawrence 8c Co Consulting Ingineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 i P. Ding, Jr �HITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) ;IDA AR 12,999 ?GIA 5044 (OUSE r 1116, )PERTIES .E POINT FLORIDA 32771 ?OJECT No.: xx-xxxx -]ED PLAN ING MJR/KEM BLS/AJB BLS/AJB P2.2 cl 2n I 2' I / S-12' / 2» » 2 c / 1 "VTR I / \ 21 / "12" EWC-1 2" 2"VTR » SS =2 / \ \ 2"1 30� 2 / — 3FD-1 i � i" \ \ 3" WC -1 // \ ,3 WC -1 i2 L=2 3"FD-1 / U WC -1c / 2 \3 / �i ISOMETRIC- SANITARY - PLUMBING Scale: NTS WHA 4,A \ (2)WH IMB-1 1 � EWC-1/-/-/; "� ;; �'\ (2)WHA 2 WHA I WHA 1 I \. ; /- 1 WHA 2 WHA 'L_1 1 I n 1 L-1',� I LLLLL WC WC-1±WC-1 n 2 WHA y `L 2/�� n ISOMETRIC- DOMESTIC WATER - PLUMBING Scale: NTS DEC 3 2018 DRAWING ISSUE: ISSUE FOR PERMIT DATE: 17 OCT 2018 REVISED: -- SEAL J LC 4111M?fl 100 tF a IA S�ONAL C Adam'Jd: pN B riey P.E. #:69124 Joseph, Lawrence 8C Co Consulting Ingineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 David P. Icing, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT NEW OFFICE/ WAREHOUSE FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ARCHITECT'S PROJECT No.: XX-XXXX SHEET TITLE: ISOMETRIC DIAGRAMS PLUMBING SHEET NUMBER P3.1 PLUMBING FIXTURE SCHEDULE MARK FIXTURE WASTE TRAP VENT COLD HOT MANUFACTURER DESCRIPTION REMARKS INLET OUTLET HP RPM WATER WATER /MODEL # MODEL 5044 WC -1 WATER CLOSET - ADA TYPE 3" INTEG 2" 1" - AMERICAN STANDARD TANK TYPE - RIM 17" AFF, VITREOUS CHINA, 1.6 GPF, SIPHON JET, ELONGATED BOWL, 25 2" 2" 3/4 1750 120 1 PH 2467.016 FLOOR MOUNTED, CLOSED COUPLED COMBINATION; BOLT CAPS. ANGLE STOP SUPPLIES NOTES: 1. PROVIDE WITH 2. PROVIDE WITH NOTES: 1. COMPLETE SUMP PUMP SYSTEM WITH REMOTE HIGH WATER ALARM, SEPARATE PUMP AND CONTROL CIRCUITS, NEMA 1 CONTROL PANEL. HEATER PAN. OR EQUAL & ESCUTCHEONS. COORDINATE FINISH WITH ARCHITECT. SOLID PLASTIC, OPEN FRONT ELONGATED WHITE SEAT. L-1 LAVATORY - ADA TYPE 1-1/2" 1-1/4" 1-1/2- 1/2- 1/2" AMERICAN STANDARD WHEELCHAIR ACCESSIBLE, VITREOUS CHINA, WHITE, WALL HUNG, FRONT OVERFLOW. 9140.047 COMPLETE WITH STOPS AND TRAP. PROVIDE WITH AMERICAN STANDARD FAUCET. OR EQUAL L-2 LAVATORY 1-1/2" 1-1/4" 1-1/2" 1/2" 1/2" AMERICAN STANDARD VITREOUS CHINA, WHITE, WALL HUNG, FRONT OVERFLOW. COMPLETE WITH STOPS AND 0321.026 6EQUAL TRAP. PROVIDE WITH AMERICAN STANDARD FAUCET. S-1 SINGLE COMPARTMENT 2" 2" 1-1/2" 1/2" 1/2" AMERICAN STANDARD 17"x22" 20 GAUGE STAINLESS STEEL, TOP MOUNT SINK. SINGLE HOLE, SINGLE BOWL. SINK 17SB.172211.073 SUPPLY WITH MOUNTING CLIPS AND CULINAIRE SINGLE CONTROL FAUCET. 4137.100 OR EQUAL S-2 SINGLE COMPARTMENT 2" 2" 1-1/2" 1/2- 1/2- AMERICAN STANDARD 25-1/4"x22" 20 GAUGE STAINLESS STEEL, TOP MOUNT SINK. SINGLE HOLE, SINGLE SINK 17SB.252211 BOWL. SUPPLY WITH MOUNTING CLIPS AND CULINAIRE SINGLE CONTROL FAUCET. 4137.100 OR EQUAL EWC-1 ELECTRIC WATER COOLER 2" 1-1/2" 1-1/2" 1/2- - ELKAY LOWER BUBBLER 36"AFF; UPPER 41 "AFF. WALL MOUNTED CAPACITY TO DELIVER 8 GPH HI/LOW EZSTL8C OF 50'F WATER WITH INLET TEMP. OF 80'F AND ROOM TEMP. OF 90'F, STAINLESS STEEL OR EQUAL BASIN & PEWTER VINYL W/ 1/5 HP., 120V/10, HB -1 HOSE BIBB - - - 1/2" - ZURN ROUGH -BRONZE WALL FAUCET WITH ASSE 1011 EXTERNAL VACUUM BREAKER AND LOOSE Z1341 KEY. OR EQUAL WHA -1 WATER HAMMER SIOUX CHIEF SIZE PER MANUFACTURER'S RECOMMENDATIONS. PDI CERTIFIED. WHA -1: SIZE "A" WHA -2: ARRESTOR #650 SERIES SIZE "B" REFER TO RISER DIAGRAMS FOR ARRESTOR LOCATIONS. REFER TO SPECIFICATION FOR SELECTION METHOD. OR EQUAL ZURN DURA -COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE FD -1 FLOOR DRAIN SIZE/ - - - - ZN4158 MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE 'B' SEE DWG. OR EQUAL POLISHED NICKEL BRONZE STRAINER. PROVIDE ALL FLOOR DRAINS WITH TRAP PRIMER VALVES. FCO -1 FLOOR CLEAN-OUT SIZE/ - - - _ JOSAM PVC CLEAN-OUT WITH 2 -WAY CLEAN-OUT TEE, COUNTER SUNK PLUG. SEE DWG. 57000-31 ECO -1 EXTERIOR CLEAN-OUT SIZE/ - - - _ JOSAM PVC CLEAN-OUT WITH 2 -WAY CLEAN-OUT TEE, COUNTER SUNK PLUG. SEE DWG. 57000-31 OR EQUAL (MOUNTED IN FLUSH 12"x12"x4" CONCRETE PAD.) IMB-1 ICE MAKER BOX - - - 1/2" _ OATEY VALVE 24"AFF. HIGH IMPACT PLASTIC BOX W/ DIMENSION OF 6" HIGH x 6" WIDE. #38811 PROVIDE 1/2" FIP INLET x 1/4" OD OUTLET COMPRESSION ANGLE VALVE. SUPPLY OR CONNECTION SIZE SHALL BE 1/2" OD. TD -1 TRENCH DRAIN 4" - - - - ZURN HIGH DENSITY POLYETHYLENE MODULAR TRENCH DRAIN. EACH CHANNEL SHALL BE 80" Z886-HPS-DB LONG, 6" WIDE WITH A 4" WIDE THROAT, INTERLOCKING ENDS AND RADIUSED BOTTOM. PERMA-TRENCH TOTAL LENGTH OF TRENCH SHALL BE APPROXIMATE 0'-0" LONG, FIELD VERIFY FOR OR EQUAL EXACT DIMENSIONS. PROVIDE WITH HEEL -PROOF STAINLESS STEEL SLOTTED GRATE WITH NO -HUB BOTTOM OUTLET. NOTES: 1. ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH SUPPLY RISERS. THIS SHALL INCLUDE ALL FAUCETS, AND TOILETS. 2. PROVIDE FULLY ACCESSIBLE WATER HAMMER ARRESTORS ON ALL DISHWASHERS, ICE MAKER BOXES, AND WASHER BOX WATER SUPPLIES, ISSUE FOR PERMIT 17 OCT 2018 JLC 13 /gyp_ a S/ONAI_ Arff O+osepti" arney P.E. #:69124 ' )septi, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 i P. SUMP PUMP SCHEDULE UNIT # DESCRIPTION TYPE GPM FT HEAD CONN. SIZE MOTOR DATA SELECTION BASED ON: REMARKS INLET OUTLET HP RPM VOLT PH. MANUFACTURER MODEL 5044 EWH-1 SP -1 SUBMERSIBLE PUMP CENTRIFUGAL 50 25 2" 2" 3/4 1750 120 1 PH LIBERTY OR EQUAL ELV-290 NOTES: 1. PROVIDE WITH 2. PROVIDE WITH NOTES: 1. COMPLETE SUMP PUMP SYSTEM WITH REMOTE HIGH WATER ALARM, SEPARATE PUMP AND CONTROL CIRCUITS, NEMA 1 CONTROL PANEL. ISSUE FOR PERMIT 17 OCT 2018 JLC 13 /gyp_ a S/ONAI_ Arff O+osepti" arney P.E. #:69124 ' )septi, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 i P. Ding, Jr ELECTRIC WATER HEATER SCHEDULE UNIT # SERVING TYPE GALLONS KW INPUT (2 ELEMENT) INDEPENDENT OPERATION GPH REC. ® 40'F RISE VOLT/PHASE CURRENT DRAW WEIGHT (LBS.) DIMENSIONS MANUFACTURER MANUFACTURER MODEL # iGIA 5044 EWH-1 OFFICE ELECTRIC 30 4.5 21 208V - 10 90 46" H x 18"0 AO SMITH OR EQUAL ECT -30 NOTES: 1. PROVIDE WITH 2. PROVIDE WITH EXPANSION VALVE, T & P VALVE AND WATER ELECTRICAL DISCONNECT. HEATER PAN. ISSUE FOR PERMIT 17 OCT 2018 JLC 13 /gyp_ a S/ONAI_ Arff O+osepti" arney P.E. #:69124 ' )septi, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE. SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. F005856 i P. Ding, Jr IT ECT ft""wH 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) 1IDA AR 12,999 iGIA 5044 ]OUSE FOX PROPERTIES 644 TRESTLE POINT SANFORD, FLORIDA 32771 DRAWN BY: MJR/KEM CHECKED BY: BLS/AJB APPROVED BY: BLS/AJB ROJECT No.: xx-xxxx JLES & DETAILS ING P4.1 4 9 I 4