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HomeMy WebLinkAbout5938 7TH ST1 • 2 • 16' -6 E I 1 M . [-how rated" firewad of stairs I I L__ open to Showroom below • 4 • Room Finish Schedule Room No. Description Floor Walls Ceilin Remarks Finish Base North East South West Finish Height 101 Showroom cpt 4' vb pgb pgb pgb pgb act varies 102 Hall vct 4 vb pgb pgb pgb act 8' -0' 103 Office cpt 4' vb pgb pgb pgb pgb act 8' -0' 104 Office cpt 4' vb pgb pgb pgb pgb act 8' -0' 105 Storage vct 4' vb pgb pgb pgb pgb act 8' -0' 106 Hall vct 4' vb pgb pgb pgb — act 8' -0' 107 Office cpt 4' vb pgb pgb pgb pgb act 8' - 0 ' 108 Stairs vct 4* vb pgb pgb pgb pgb pgb 8' -0' 109 Ready Room vet 4' vb pgb pgb pgb pgb act 8' -0' 110 Restroom vct 4' vb pgb pgb pgb pgb act 8' - 0 ' 111 Restorrm vct 4' vb pgb pgb pgb pgb act 8' - 0 ' 112 Break Room vct 4' vb pgb pgb pgb pgb act 8' - 0 ' 113 Shop cone none pgb cb /mp cb /mp cb /mp /pgb none varies 201 Stairs vct 4 vb pgb pgb pgb pgb none varies . 202 Mezzanine ply none mp /pgb mp /pgb pgb mp /pgb none varies D 1� 42' high solid � � ra111r►g II Mezzanine II 202 II II , I ' Q H2 N2 II II II I ( rigid Frame I I � above (i;yp) II I open to II Shop II below II II II II II „� II oeo II II II II II II II n I I •� II II I i 15• -6• - _- _________L_lt _L_____ A"-.,-ot ------ - - - -L- 3 Room Finish Legend cone - concrete cpt - carpet ply - plywood vct - vinyl composition file vb -vinyl base cb - concrete block mp - metal panels pgb - painted gypsum board act - 2x2 lay -in acoustical file M f O Z GI Mezzanine Floor Plan Expanded Stair Plans AIOI 1/8 11 = T -0 111 AIOI - .1/4 = X -0 11 I B A GI A101 L 1 grab bars mtd. 34 a.F.f. Rwafmnrn ;room 110 Expanded Plan X -0" • 4 • 5 ��� C +�rL1lV+ r= � /��� v1��? 11 C,��? LIZ �I �!'►�j S�r� hls'I � S � . f �I: rt Ott�t)r laj�l�Di�`fG �01� "d it�IL G� ;room 111 Expanded Plan 6' -6' X -6' A z4d Architecture One Inc. 1526 Junior Court Lehigh, Florida 33971 Phone: 239.693.8687 Fax: 239.690.0795 E -mail: architectureone@iline.com License no: M 0003632 Consultant: Project: Proposed Building for K & K Glass Zepherhiils, Florida Client: Apco Building Systems, Inc. 106 Whitaker Road Lutz, Florida 2 7 -23-03 Revised 3-20-03 Revised 3-10-03 100% CD's 2 -17 -03 Progress Drawing Mark Date Description Project Number. 0220 copyright 2002 © Architecture one. Inc. reserves comftht and other rights restricting these documents to the originat site or purpose for which they were prepared. Reproductions, changes or assignments are prohtbftted. Sheet Title: Floor Plans Expanded Plans Room Finish Schedule Sheet A101 • 2 • 3 C • c 1 • 2 • 3 Window W1 cl Al l0 B • A Window 1/411 =:V.011 Storefront Elevations • 4 • Door Schedule Door No. Door Size (width x height) Door Type Frame Type Fi Fire Rating Remarks D101 3' -0" X 6'-8' alum entrance alum storefront white D103 3' - 0 " X 6' -8" SC wood HC steel paint D104 T-O" X 6'-8' SC wood HC steel paint D105 3' -0" X 6 SC wood HC steel paint D105A T-O' X 6'-8' SC wood HC steel paint D107 3' -0' X 6'-8" SC wood HC steel paint D108 3' -0" X 6'-8' HC steel HC steel paint 1 hour Revised D108A 3' -0" X 6'-8' HC steel HC steel paint Progress Drawing Mark D109 3' -0' X 6'-8" SC wood HC steel paint D109A 3' - 0 ' X 6' -8" SC wood HC steel paint D110 3' -0" X 6'-8" SC wood HC steel paint D111 3' -0" X 6' -8" SC wood HC steel paint D112 3' -0' X 6' -8' HC steel HC steel paint 1 hour D112A 3' -0" X 6 SC wood HC steel paint D113 3' -0" X 6'-8" HC steel HC steel paint D113A 3' -0" X 6 HC steel HC steel paint D113B 12' -0' x 14' - 0 ' OH coiling none paint D113C 12' - 0 ' x 14 ' - 0 " OH coiling none paint D113D 12' - 0 ' x 14 ' - 0 ' OH coiling none paint D201 3' -0' X 6 HC steel HC steel paint 1 hour NOTEi Provide tempered glass where required by code. 4 m A Finished second floor Window W2 23'-0' 3 -0 IJ. egvol ❑a❑ � ❑oo Window W4 A U Window W5 stv soFl E 0 Z AI AI O Reflected Ceilin5 Plan 1/8 =1' -0" 1 • 2 • 3 • 4 • F11 [« B A Architecture One Inc. 1526 Junior Court Lehigh, Florida 33971 Phone: 239.693.8687 Fax: 239.690.0795 E -mail: architectureone@iline.com License no: AA 0003632 Consultant: Project: Proposed Building for K &KGlass Zepherhills, Florida Client: Apco Building Systems, Inc. 106 Whitaker Road Lutz, Florida Project Number: 0220 Copyright 2002 © Architecture one. Inc. reserves copyright and other rights restricting these documents to the original site or purpose for which they were prepared. Reproductions. changes or assignments are prohibitted. Sheet Title: Reflected Ceiling Plan Sheet: A110 Window W3 3 -20-03 Revised 3 -10-03 100% CD's 2 -17 -03 Progress Drawing Mark Date Description Project Number: 0220 Copyright 2002 © Architecture one. Inc. reserves copyright and other rights restricting these documents to the original site or purpose for which they were prepared. Reproductions. changes or assignments are prohibitted. Sheet Title: Reflected Ceiling Plan Sheet: A110 Window W3 • 3 • 4 • Architecture One Inc. 1526 Junior Court Lehigh, Florida 33971 Phone: 239.693.8687 Fax: 239.690.0796 E -mail: architectureone@iline.com License no: M 0003632 ollard (typ) DI South Elevation A2 ol 1/811 x -Oil If Consultant: Project: Proposed Building for K & K Glass Zepherhilis, Florida Client Apco Building Systems, Inc. 106 Whitaker Road Lutz, Florida Lk control GI North Elevation A201 1/811 = 11 -011 B ollord (typ) BI West Elevation . � IAIIIIII�IYlflllllllllll � � 'I������ II Ilil ��NIN ���IIIIIIII I� � P D r a wing Description Al I nmmn i mn�ien n mmm mmmm ` umni� !l�IIIINI�IHIYINII - III A \NOTEI metal bldg. MIT sholl/ provide framing For future doors \ bollard (typ)/ \downspout (typ) control Joints (typ) .Ile accent 3x8 tiles AI East Elevation A201 1/8" R • 2 • 3 4 C B A Project Number. 0220 Copyright 2002 © Architecture One. in reserves copyright and other ruts restrkUng these documents to the original site or purpose for which they were prepared. Reproductions, changes or assignments are prohibltted. Sheet Title: Elevations Sheet: A201 A w P D r a wing Description Al Project Number. 0220 Copyright 2002 © Architecture One. in reserves copyright and other ruts restrkUng these documents to the original site or purpose for which they were prepared. Reproductions, changes or assignments are prohibltted. Sheet Title: Elevations Sheet: A201 A w 9 3 Architecture One, Inc. 2' -0" overhang metal wall panels 1526 Junior Court Lehigh, Florida 33971 Phone: 239.693.8687 Fax 239.690.0795 E -mail: architectureone@iline.com License no: M 0003632 standing seam metal rool' panels Faced bott insulation 2' -0" overhang rigid frame (beyond) metal soffit panels metal wall panels vinyl faced butt insulation vinyl Faced bott insulation Consultant Project Proposed Building for K & K Glass Zepherhills, Florida Client: Apco Building Systems, Inc. 106 Whitaker Road Lutz, Florida �r �ICP B 3 -5/8" 18 gage -- metal studs ® 16" oc I /8" 3 -coat cement stucco over paper - backed self Furring metal lath 5/8" gypsum board Ix Furring ® 24" or- over 3/4" rigid insulation 8 " OM V4011 W/ •5 bars vert. 48" oc max. in grout filled cells 5/6" 2 -coot — cement stucco downspout (beyond) run under sidewalk to daylight at parking 4" cone,. sidewalk (slo away from bldg. ® 1/8+12 min) 2x4 pt sill 4" vinyl base 4" cons. slab w/ 6x6 Al Wall Section A301 3/4 T -0" 1 • 2 • 8 OW wall w/ — #5 bars vert. 48" or, max. in grout Filled cells 5/8" 2 -coat — cement stucco 4" cone,. sidewalk (slope away From bldg. o 1 /8r 12 min) -.- • 4 • Standing seam metal roof panels I faced butt insulation rigid frame (beyond) Wall Section A5 Wail Section 3/4 = X -0" A30 3/411 = 1r .0111 3 • 4 • 5 Project Number. 0220 Copyright 2002 0 Architecture one. In reserves copyright and other riots restrk*g these documents to the ori®nal site or purpose for which they were prepared Reproductions, changes or assignments are prohlt)W d. Sheet Title: Typical Wall Sections Sheet: A301 2 7 -23-03 Revised 3-20-03 Revised 3 -10-03 10 0% CD's 2 -17 -03 Progress Drawing Mark Date Description Project Number. 0220 Copyright 2002 0 Architecture one. In reserves copyright and other riots restrk*g these documents to the ori®nal site or purpose for which they were prepared Reproductions, changes or assignments are prohlt)W d. Sheet Title: Typical Wall Sections Sheet: A301 Al Section at Stairwell A3ol 3/4 =T-0 .L 3 a • FIJI IS c 3 A Architecture One, Inc. 1526 Junior Court Lehigh, Florida 33971 Phone: 239.693.8687 Fax: 239.690.0795 E-mail: architectureone @ iiine.com License no: AA 0003632 Consultant: Project: Proposed Building for K & K Glass Zepherhilis, Florida Client Apco Building Systems, Inc. 106 Whitaker Road Lutz, Florida ' Project Number: 0220 Copyright 2002 © Architecture one. Ina reserves copyright and other ruts restrkwl these documents to the orionel site or purpose for which they were prepared. Reproductions, changes or assignments are prohibitted. Sheet Tide: Stair Sections Sheet: A302 7.23-03 Revised 3 -20-03 Revised 3 -10-03 100% CD's 2 -17 -03 Progress Drawing Mark Date Description Project Number: 0220 Copyright 2002 © Architecture one. Ina reserves copyright and other ruts restrkwl these documents to the orionel site or purpose for which they were prepared. Reproductions, changes or assignments are prohibitted. Sheet Tide: Stair Sections Sheet: A302 7 • Z- 4i ' I Architecture One, Inc. ,kneewall to support Joists / 2x6 a 16" oc 2x12 stringers // 2x8 ;oists a 24" oc� / ®16' oc 3 � 3 • 4 0I6 oc Be SE W ,� �' ;' /' "� � ,I�y•meEat`buliding stippller, / ' ,• ,' " /`�� 10 E 0 Z 4x4x14g angle clip w/ (4) #12 tek screws each leg 6" 1&9090 metal foists w/ 6" 18 gage brldgincl memebers 1/3 points 112" plywood attached -� H1 #12 Hoferheod tek screws a 6" oc at panel edges and intermediate supports "1/8" 3 -coat cement stucco over paper - backed self furring metal lath suspended acoustical tile ceiling back -to -back steel 6-channel girts 5/6" gypsum board aluminum storefront system stucco over paper - backed self furring metal lath angle clip .ek screws metal 18 gage ambers GI Mezzanine Framing Plan Storefront Window Head Section at Upper Entry Wall 51oi �gn �,-�u 5101 a A See Sheet $102 for footing details 0 Z A M 1526 Junior Court Lehigh, Florida 33971 Phone: 239.693.8687 Fax: 239.690.0795 E -mail: architectureone @iline.com License no: AA 0003632 Consultant: 11 N 1N��INI 1663 N•� 9ri�tony 8ovterord M&4 / 32 ort MM yan. rloAdo 33907 (239) 27!(-1992 • FAIt (239) 278 E- lt�Otk�online.tonl Cortxkotioa / 6742 Project: Proposed Building for K & K Glass Zepherhills, Florida Client: Apco Building Systems, Inc. 106 Whitaker Road Lutz, Florida B es Tie Beam at W4 / W5 Slot 3/4" =1' -0" GI Foundation Plan slol �g�� =1 t -O tt 1 • 2 • 3 • 4 • u -block w/ (2) 1 bars x Cont. a CM wall w/ #5 bars vert 48" oc in grout Filled cells open to Shop be low 3/4" x 6" aded studs Ided to rigld Ime (typ at 2 c ch Frame) 36ksl eave gutter D51 T ie B o m Attachment to Rigid Frame / open to Showroom plan' / % i',•' hy. metal Al A3 A301 A3o1 A f 6" x 30 -3/4" cons, tie beam w/ (5) 6 J #5 bars each I Face w/ #3 ties b o 24" oc Progress Drawing (Fc= 400op I I Fy= boksl) P 9 A M 1526 Junior Court Lehigh, Florida 33971 Phone: 239.693.8687 Fax: 239.690.0795 E -mail: architectureone @iline.com License no: AA 0003632 Consultant: 11 N 1N��INI 1663 N•� 9ri�tony 8ovterord M&4 / 32 ort MM yan. rloAdo 33907 (239) 27!(-1992 • FAIt (239) 278 E- lt�Otk�online.tonl Cortxkotioa / 6742 Project: Proposed Building for K & K Glass Zepherhills, Florida Client: Apco Building Systems, Inc. 106 Whitaker Road Lutz, Florida B es Tie Beam at W4 / W5 Slot 3/4" =1' -0" GI Foundation Plan slol �g�� =1 t -O tt 1 • 2 • 3 • 4 • u -block w/ (2) 1 bars x Cont. a CM wall w/ #5 bars vert 48" oc in grout Filled cells open to Shop be low 3/4" x 6" aded studs Ided to rigld Ime (typ at 2 c ch Frame) 36ksl eave gutter D51 T ie B o m Attachment to Rigid Frame / open to Showroom plan' / % i',•' hy. metal Al A3 A301 A3o1 A Project Number. 0220 Copyright 2002 © Architecture One, Inc. reserves copy of and other rights restricting these documents to the wonsi site or purpose for which they were prepared. Reproductions, changes or assignments are prohiodo. Sheet Title: Foundation Plan Mezzanine Framing Plan Structural Details Sheet: SIOMOL 7 -23-03 Revised 3 -20-03 Revised 340-03 100% CD's 2 -17 -03 Progress Drawing Mark Date Description Project Number. 0220 Copyright 2002 © Architecture One, Inc. reserves copy of and other rights restricting these documents to the wonsi site or purpose for which they were prepared. Reproductions, changes or assignments are prohiodo. Sheet Title: Foundation Plan Mezzanine Framing Plan Structural Details Sheet: SIOMOL 1 General Structural Notes General all details and sections shown on the drawings are typical and apply to any similar situations elsewhere, except as otherwise indicated. Adapt requirements of details, sections; plans, and notes at all locations at which conditions are similar Code requirements the building structure is designed In accordance with the 2001 edition of the Florida Building Code. Follow all applicable provisions for all phases of construction. Temporary conditions the structural integrity of the completed structure depends on interaction of various connected components. Provide adequate brACing, shoring, and other temporary supports as required to safety complete the work. The structure shown on the drawings has been designed for stability under final configuration only. Design criteria design was based on strength and deflection criteria of the 2001 Florida Building Code. in addition to the dead loads, the following loads and allowables were used for design, with live I loads reduced per FBC: Floors: mezzanine 125 psf live load 20 psf dead load corridors, stairs 100 psf live load Wind speed 110 mph per FBC section 1606.2 (simplified) Exposure b Importance factor LO category fl internal pressure coeff. Included in FBC 1606.2 simplified (protected openings) Assumed soil bearing pressure 3,000 psf Submittals shop drawings shall be submitted to the architect prior to fabrication and construction regarding all structural Items, including the following: Concrete mix designs, concrete and masonry reinforcing precast or prestressed concrete members, embedded steel items, structural steel, steel joists, steel deck, epicore deck, steel studs, r glued- laminated members, premanufactured wood joists, and premanufactured wood trusses. if the shop drawings differ from, or add to the design of the structural drawings, they shall bear the seal and signature of a structural engineer registered in the State of Florida. Any changes to the structural drawings shall be submitted to the architect and are subject to the review and acceptance of the engineer, Design drawings, shop drawings, and calculations for the design and fabrication of items that are designed by others, including: precast panels, prestressed concrete, steel joists and joist girders, metal roof deck, epicore deck, stairs, premanufactured wood joists, premanufactured wood trusses, skylights, window wall and all other glazing systems shall bear the seal and signature of a structural engineer registered in the State of Florida, and shall be submitted to the architect prior to fabrication. Calculations shall be included for all connections to the structure, considering localized effects on the structural elements induced by the connection loads. Design shall be based on the requirements of the 2001 FBC. Shop drawings will be reviewed for general compliance with the design intent of the contract documents only. It shall be the responsibility of the contractor to verify compliance with the contract documents as to quantity, length, elevations, dimensions, etc. Foundations: foundations are designed for an allowable soil bearing pressure of 3,000 psf on compacted fill. Before construction commences, soil bearing capacity shall be verified by a subsurface investigation, as well as field and laboratory tests performed by a certified testing laboratory, whose report shall include analysis and recommendations for site preparation in order to bear the foundation loads. Above report shall be submitted to the structural engineer for review before foundation construction begins. Center all footings and piers under columns unless specifically dimensioned otherwise. Concrete reinforced concrete construction shall conform to the FBC and ACI 318 "Building Code Requirements for Reinforced Concrete'. Concrete strengths shall be verified by standard 28-day cylinder tests per ASTM c39, and shall be as follows: Fe (psi) abs w c min cement slump use 3000 psi 0.58 470 Ibs 5 +/ -1 all uses u.n.o. 4000 psi 0.44 550 Ibs 4 +/ -1 foundations, column Cement shall conform to ASTM c -150, type L Fly ash conforming to ASTM c618, type f or type c, may be used to replace up to 20% of the cement content, provided that the mix strength is substantiated by test data. Coarse aggregate shall conform to ASTM c-33 with a maximum size of 3/4'. Fine aggregate to be clean, durable, natural sand conforming to ASTM c33. The contractor shall submit concrete mix designs, along with test data as required, a minimum of two weeks prior to placing concrete. A water - reducing admixture conforming to ASTM c494, used in strict accordance with the manufactures' recommendations, shall be incorporated in concrete design mixes. A high -range water-reducing admixture conforming to ASTM c494, type f or g may be used in concrete mixes, providing that the slump does not exceed 8'. Sleeves, openings, conduit, and other embedded items not shown on the structural drawings shall be approved by the structural engineer before pouring, Conduits embedded in slabs shall not be larger in outside dimension than one third of the thickness of the slab and shall not be spaced closer than three diameters on center. Provide 3/4' chamfers on all exposed concrete edges, unless noted otherwise. Where indicated or required, slope concrete slabs to drains shown on plumbing and /or architectural drawings. 3 Weather resistance all concrete including balcony concrete exposed to chlorides shall contain a calcium- nitrite based corrosion- inhibiting admixture. The dosage for concrete exposed to airborne chlorides shall be minimum two gallons per cubic yard. The water contained in the corrosion- inhibiting admixture shall be used in the calculation of the water- tocementitious ratio of the concrete. Provide rheocrete cnl by master builders or approved equivalent. Concrete balconies or other concrete flat surfaces exposed to the weather throughout the life of the building shall be treated with a clear nonflammable penetrating sealer of the alkyl - alkoxy silane classification, such as sonneborn penetrating sealer 20, hydrozo enviroseal 20, or other engineer approved weather resistant system. Application and surface preparation shall be in accordance with manufacturer's specifications. Reinforcing steel reinforcing steel shall conform to ASTM a 615, grade 60, for deformed bar and ASTM a185 for smooth welded wire fabric (wwf), unless otherwise noted. Reinforcing steel to be welded shall conform to ASTM a706. Reinforcing steel shall be securely tied in place with #16 annealed iron wire. All detailing and accessories to conform to ACI detailing manual -1988 (sp -66). Provide chairs, spacers, bolsters, and items in contact with forms with hot-dip galvanized legs or plastic legs. Accurately position, support, and secure reinforcement against displacement by formwork construction or concrete placement operations. "wet- sticking' of reinforcing is prohibited. Required concrete cover for reinforcing steel (unless noted otherwise):ng footings 3" bottom and sides, 2' top slabs 3/4' beams 1- 1,/2'tostirrups Lap splice continuous vertical or horizontal bars in concrete members in accordance with ACI 318, latest edition, for class "b' tension lap splices. Do not splice continuous top bars In beams at ends of clear spans. Do not splice continuous bottom bars in beams in clear spans between supports. Show all splices on shop drawings. Splice locations and methods subject to approval of structural engineer. At slab and wall openings provide a minimum of (2) #5 bars all four sides, extend these bars a lap distance or a minimum of 24' past the opening. Slab bars shall be hooked into walls, or hooked dowels shall be provided to match slab reinforcing Provide hooked dowels from footings to match vertical wall reinforcing. 4 Concrete accessories headed shear studs shall be nelson headed anchors with fluxed ends or approved equal. Deformed bar anchors (dba) shall be Nelson, type d21, or approved. Studs and dba shall be automatically end welded with the manufacturer's standard equipment in accordance with their recommendations. Hand welding not permitted. Anchor bolts shall conform to ASTM a307 or a -36. Expansion bolts shall be hilti kwik bolt it or approved equal. Permanently exposed embedded plates and angles shall be hot-dipped galvanized after fabrication. Accurately position, support, and secure embedded items against displacement by formwork construction or concrete placement operations. Securely attach embedded items to formwork prior to start of concrete placement. "wet- sticking" of embedded items is prohibited. No loads or welds shall be placed on embedded plates or angles for a minimum of 7 days after casting, Where new concrete is placed against existing concrete, the existing concrete surface should be Masonry walls: masonry units shall meet ASTM c -90, type 2. Assemblies shall have a minimum compressive strength of fm- Mortar shall be type "m' or w e and meet ASTM c-270. Grout shall be 2000 psi minimum compressive strength and meet ASTM c -076. Grout shall consist of a mixture of cementitious materials and aggregate to which sufficient water has been added to cause the mixture to flow without segregation of the constituents. All cells containing vertical bars and bond beams shall be filled with grout. Maximum height of grout pour allowed is 4' -0" unless clean-out opening is provided at bottom of cells to be filled. Locate clean -out openings in areas not exposed to view. Provide reinforcing bars at corners, intersections, each side of openings over 4 feet wide, and as shown on the plans. Provide hooked dowels into footings and structure above and /or below to provide continuity. Provide 9 gage galvanized horizontal joint reinforcing (dur- o-wall or engineer approved equal) at 16' o.c. Do not place conduits, pipes, etc., in cells with vertical reinforcing. Do not run conduits, pipes, etc., horizontally in cmu walls parallel to length of wall. Where masonry walls abut concrete columns to be placed prior to erection of masonry waifs, provide dovetail slots between column and walls and grout the cmu cell containing the dovetail anchors. Otherwise, extend cmu horizontal joint reinforcing through concrete column. Control joints shall be provided In all concrete masonry construction at locations indicated on the architectural drawings. Horizontal will reinforcing shall be stopped each side of control joints. See architectural drawings for sealant requirements at control joints. Secure vertical reinforcement in position at top and bottom of cells and at intervals not exceeding 192 bar diameters nor 10 feet. Where individual bars are placed after laying masonry, place wire loops extending into cells as masonry is laid and loosen before mortar sets. After insertion of reinforcement bar, pull loops and bar to proper position and tie free ends. Use metal lath or wire screen for cavity caps. Sheet metal, felt, building paper, or like materials are prohibited. Tie beams tie beams shall be concrete, poured after the block walls below are in place. Reinforcing shall be continuous through tie beams with minimum lap splices of 48 bar diameters and bent bars at corners. Use metal lath, mortar, or special units to confine concrete to area required, in accordance with ACI 530.1. section 4.3.3.3. Solid metal or felt cavity caps are prohibited. Precast concrete lintels: unless indicated otherwise, all linteis to be'u'type precast concrete units equal to units manufactured by cast -crete corp. And prestressed (and additionally reinforced as required) in accordance with Cast -Crete Corp. "Design manual', latest edition, for the span and loading condition relative to lintel location. Provide 8" minimum bearing for lintels unless noted otherwise. Structural steel structural steel shall conform to ASTM a992, grade 50. Plates and angles shall conform to ASTM a36. Tubes shall conform to ASTM a -500, grade b (fy- 46ksi). Pipes shall conform to ASTM a -53 grade b. Design, fabrication and erection shall be in accordance with the "aisc specification for the design, fabrication and erection of structural steel for buildings'. Bolts shall conform to the ASTM specification for a325 or a490, high strength bolts. Welding shall conform to the aws codes for are and gas welding in building construction. Welds shall be made using e70xx electrodes and shall be 3/16" minimum unless otherwise noted. Welding shall be by aws certified welders. Prequalifled welding procedures are to be used, unless aws qualification is submitted to the engineer prior to fabrication. Steel to receive one shop coat and one field touch up coat of approved paint, except where galvanizing is indicated on the drawings. All bolted connections shall consist of minimum 3/4 inch diameter ASTM a-325 high strength bolts. Beam connections shall be designed by the fabricator for the reactions shown on the plans. If not shown, the fabricator shall design the beam connections to support an end reaction of 1,/2 the allowable uniform load capacity with a minimum of 2 bolts. Anchor bolts shall conform to ASTM a307 or a -36. Steel studs steel studs shall be c -studs with a minimum yield of 33,000 psi for 18 and 20 gage, and 50,000 psi for 14 and 16 gage. Studs shall be of the size, gage, and spacing shown on the drawings. Provide bridging in conformance with the manufacturer's recommendations adequate for development of the full moment capacity of the studs. For load- bearing studs, track shall be oversize to provide full stud bearing Screws shall be elco dril -flex, hiiti kwik -flex, or approved. Sawn lumber: sawn lumber shall be southern pine 02 with the allowable fiber stresses per the ansVaf &pa nds -1997. All lumber in contact with concrete or masonry shall be protected or pressure treated in accordance with aitc-109. Framing accessories and structural fasteners shall be manufactured by simpson company (or approved equal) and of the size and type shown on the drawings. Hangers not shown shall be simpson hu of size recommended for member. All framing nails shall be common nails and shall be of the size and number indicated on the drawings. Nailing not shown shall be as indicated in table 2306.1 of the FBC. Bolts and lag screws shall conform to ansl/asme standard b18.L All bolts and fag screws shall be installed with standard cut washers. Plywood plywood panels shall conform to the requirements of "U.S. Pproduct Standard ps-1 for construction and industrial plywood' or APA prp -108 performance standards. Unless noted, panels shall be APA rated sheathing, exposure 1, of the thickness and span rating shown on the drawings. Plywood installation shall be in conformance with ape recommendations. AIIow 1/8'spacing at panel edges, unless otherwise recommended by the panel manufacturer. All roof sheathing and sub - flooring shall be installed with face grain perpendicular to supports, except as indicated on the drawings. Stagger ends of adjacent panels 4' -0'. Roof sheathing shall either be blocked, tongue- and - groove, or have edges supported by plyclips. Sub - flooring sheathing shall be unblocked, except as indicated on drawings. Shear wall sheathing shall be blocked with 2x framing at all panel edges. Attach plywood panels to supporting members with 8d nails spaced 4' on center along the panel edges and at 8' on center along intermediate supports, unless noted otherwise on these drawings. Manufactured wood joists: manufactured wood joists shall be of the size and type shown on the drawings, manufactured by trus joist macmillan, or be an approved equal. Provide bridging in conformance with the manufacturer's recommendations. Joists and bridging shall be capable of resisting the wind uplift noted on the drawings. The joist manufacturer shall visit the job site as required to verify the proper installation of joists in writing to the engineer. Alternates will be considered, provided the alternate is compatible with the load capacity, dimensional, and fire rating requirements of the project and has Ivl flanges. Manufactured wood structural components: members designated'Ivl' (e.g., 1 -3/4 x 14 Ivl) shall be laminated veneer lumber as manufactured by trus joist corporation (micro =lam), (asl timbermax or engineer approved substitution. Fb v 2800 psl, e - 2,000,000 psi, fv o 285 psi. Glued laminated members: materials, manufacturing, and quality control shall be in conformance with standard ansi -aitc a190.14983 american national standard for wood products -structural glued laminated timber. Allowable design values for glued laminated members shall be in accordance with combination symbol 24f -v5 for southern pine. Members shall be marked in accordance with ansi -aitc 190.1 4983. Adhesive and laminations shall meet the requirements of wet condition of service. One coat of sealer shall be applied to cut areas of members immediately after trimming Glulam hangers not shown shall be simpson eg • 3 • 4 • II - << 8" GMU w/ #5 bars 4' conc. slob w/ 6x6 N1.4 x w1.4 NNF over mil poly vapor barrier Fin. grade <X��> , II /�----- - - - - -- - � II i ll � � (2) 45 bars x cont. -J1 � }�- __- - - - - -- Y anchor bolts �' _ (by metal bldg. II I II . II (b) #5 bars n i II I I each way I II I I top a bottom M "I 'I D3 Footing "A" D4 Footing "B" 5102 3/4 = 1 1 -0 11 5102 3411 = :. -O X -0- II II II 4 � =alb= II (8) #(0 bars Vert (hook ends) ties ® 4" oc #3 ties o 4' oc Plan at Pier (typ at footing B, C, D and E) rigid Frame III 8' CM w/ #5 bars vert. o 48" oc anchor bolts II II ` (8) #b bars (by metal bldg vert. w/ #3 manuFJ ; / I' ties a 4' oc Fin, grade :,II; ;`,Il: #5 hairpin f ir �_ -II _�} I II 4 (6) #5 bars iI II I I it each way i II II top a bottom Il III II a metal bldg. frame 8" GMU w/ #5 bars vert. a 48" oc (8) #6 bars vert. w/ #3 ties o 4' oc Y LL = = =� anchor bolts (by metal bldg. manur) (4) #5 bars each way top 4 bottom W-0- 1 1 G3 Footing "C" G5 Footing "D" Sto2 3 /4t1 = X.0111 sloe 3/4 = I I`' ` II rigid frame 8" CM w/ #5 bars Vert. a 48' oc 7 3 -20-03 I (8) #6 bars 3 -10-03 " Vert. w/ #3 2 -17 -03 ties ® 4' oc ==---� Fin. grade \ II ' #5 hairpin -J1 � }�- __- - - - - -- Y anchor bolts �' _ (by metal bldg. II I II . II (b) #5 bars n i II I I each way I II I I top a bottom M "I 'I D3 Footing "A" D4 Footing "B" 5102 3/4 = 1 1 -0 11 5102 3411 = :. -O X -0- II II II 4 � =alb= II (8) #(0 bars Vert (hook ends) ties ® 4" oc #3 ties o 4' oc Plan at Pier (typ at footing B, C, D and E) rigid Frame III 8' CM w/ #5 bars vert. o 48" oc anchor bolts II II ` (8) #b bars (by metal bldg vert. w/ #3 manuFJ ; / I' ties a 4' oc Fin, grade :,II; ;`,Il: #5 hairpin f ir �_ -II _�} I II 4 (6) #5 bars iI II I I it each way i II II top a bottom Il III II a metal bldg. frame 8" GMU w/ #5 bars vert. a 48" oc (8) #6 bars vert. w/ #3 ties o 4' oc Y LL = = =� anchor bolts (by metal bldg. manur) (4) #5 bars each way top 4 bottom W-0- 1 1 G3 Footing "C" G5 Footing "D" Sto2 3 /4t1 = X.0111 sloe 3/4 = B3 Footing "E" B4 Footing "F" Sloe 3 /411 =11 -Orr 5102 3/4 = V - steel post N/ 3/4" x 6' drilled in anchors (co -ord w/ metal bldg. Supplier) Pre - engineered metal building: the pre - engineered metal building shall consist of roof deck, rigid frames, metal wall panels on framing, canopy framing, gutters and downspouts, and flashing. The design shall be in accordance to AISC and AISI specifications and MBMA "Metal Building Systems Manual" design practices. Metal building system to be designed to support the selfweight of the metal building system, 10 psf superimposed dead load, and indicated live load and wind load. For uplift considerations, the resisting dead load shall be the selfweight of the metal building only. The manufacturer shall be regularly engaged in metal building design and manufacturing Current mbma members are approved, others shall submit product data for review. Shop drawings and a letter of certification shall be submitted for review and approval prior to fabrication. Shop drawings shall be signed and sealed by a structural engineer registered in the State of Florida. Shop drawings shall indicate the design loads and job name and number. They shall include drawings of the framing members with the connections, the anchor bolt plan and reactions. Standard cut sheets of the above are not acceptable. Standard cut sheets may be submitted for secondary framing connection details, flashing and sheeting details, eta 4" conc. slab w/ bxb--, w1,4 x w1.4 NNF over 6 mil poly vapor barrrer --------------- tl�------- - - - - -- L - /I\ 'f I (3) #5 bars each Noy 3 (x cleaned and roughened to a minimum 1,/4' amplitude. ( Footing "G" G 5102 3/41r , = 1t - 011 1 • 2 • 3 • 4 fin. grade • 1� Architecture One, Inc. 1526 Junior Court Lehigh, Florida 33971 Phone: 239.693.8687 Fax: 239.690.0795 E -mail: architectureone@iline.com License no: AA 0003632 Consultant: environmental • cM1 • structural 12883 i q BrViony Boularord Buhr* / 32 t ort s, rlors" 35907 (239) 27 4-:j992 -Mft ttigMtk** .1L"ffl —0921 cartirkauca / 8742 Project Proposed Building for K & K Glass Zepherhills, Florida Client Apco Building Systems, Inc. 106 Whitaker Road Lutz, Florida 8 A U metal bldg. Frame Revised 3 -20-03 Revised 3 -10-03 " " 8 GMU w/ #5 bar 2 -17 -03 " " steel post w/ 3/4 x 6 ==---� vert a each corner Description drilled in anchors (co -ord w/ metal bldg suppller) 24" x 24' conc. pler II: 8 " CM N/ #5 bars <IL�ll (8) #6 bars vert. w/ #3 Vert. ® 48" oc ties o 4' oc I 4" conc. slab w/ 6x6 w1.4 x w1.4 wwF over 6 mil poly vapor barrier — -11- — anchor bolts f in. rode 9 - I'-o• 11--- i�- -- --�� (by metal bldg. /I\ ----- - - - - -- - �� I I • II rP II (4) 5 bars • —'� 4 =J� each way top �-- '�_____ (2) #5 bars = - u =�L= = — — — — — 2' - 0• (3) #5 bars Q 2 a'-o• (x 4' -O" long) B3 Footing "E" B4 Footing "F" Sloe 3 /411 =11 -Orr 5102 3/4 = V - steel post N/ 3/4" x 6' drilled in anchors (co -ord w/ metal bldg. Supplier) Pre - engineered metal building: the pre - engineered metal building shall consist of roof deck, rigid frames, metal wall panels on framing, canopy framing, gutters and downspouts, and flashing. The design shall be in accordance to AISC and AISI specifications and MBMA "Metal Building Systems Manual" design practices. Metal building system to be designed to support the selfweight of the metal building system, 10 psf superimposed dead load, and indicated live load and wind load. For uplift considerations, the resisting dead load shall be the selfweight of the metal building only. The manufacturer shall be regularly engaged in metal building design and manufacturing Current mbma members are approved, others shall submit product data for review. Shop drawings and a letter of certification shall be submitted for review and approval prior to fabrication. Shop drawings shall be signed and sealed by a structural engineer registered in the State of Florida. Shop drawings shall indicate the design loads and job name and number. They shall include drawings of the framing members with the connections, the anchor bolt plan and reactions. Standard cut sheets of the above are not acceptable. Standard cut sheets may be submitted for secondary framing connection details, flashing and sheeting details, eta 4" conc. slab w/ bxb--, w1,4 x w1.4 NNF over 6 mil poly vapor barrrer --------------- tl�------- - - - - -- L - /I\ 'f I (3) #5 bars each Noy 3 (x cleaned and roughened to a minimum 1,/4' amplitude. ( Footing "G" G 5102 3/41r , = 1t - 011 1 • 2 • 3 • 4 fin. grade • 1� Architecture One, Inc. 1526 Junior Court Lehigh, Florida 33971 Phone: 239.693.8687 Fax: 239.690.0795 E -mail: architectureone@iline.com License no: AA 0003632 Consultant: environmental • cM1 • structural 12883 i q BrViony Boularord Buhr* / 32 t ort s, rlors" 35907 (239) 27 4-:j992 -Mft ttigMtk** .1L"ffl —0921 cartirkauca / 8742 Project Proposed Building for K & K Glass Zepherhills, Florida Client Apco Building Systems, Inc. 106 Whitaker Road Lutz, Florida 8 A U 7 -23-03 Revised 3 -20-03 Revised 3 -10-03 1009'o CD's 2 -17 -03 Progress Drawing Mark Date Description Project Number. 0220 copyright 2002 © Architecture one, Ina reserves copyright and other rlghts restricting these documents to the original site or purpose for which they were prepared. Reproductions, changes or assignments are prohibitted. Sheet Title: Structural Notes Structural Details Sheet S mOL02 1 GENERAL 1. THE ELECTRICAL CONTRACTOR REFERRED TO HEREAFTER, AS THE "CONTRACTOR" SHALL PROVIDE COMPLETE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. 3 2, CONTRACTOR SHALL PROVIDE PROTECTIVE DEVICES, CONDUCTORS, SUPPORTS, RACEWAYS, AND MISCELLANEOUS MATERIALS TO SERVE ALL DEVICES REQUIRING ELECTRICAL POWER. 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS REQUIRED TO COMMENCE AND COMPLETE ELECTRICAL WORK, 4, CONTRACTOR SHALL CONDUCT A THROUGH SITE INSPECTION TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS AND ALL ASPECTS OF HIS SCOPE OF WORK, SUCH AN INSPECTION SHALL BE CONDUCTED PRIOR TO SUBMITTING A BID. 5. CONTRACTOR SHALL REFER TO INTERIOR ARCHITECTURAL CASE WORK ELEVATIONS FOR EXACT MOUNTING HEIGHTS AND /OR LOCATIONS OF SWITCHES, OUTLETS, AND WIRING DEVICES. 6, CONTRACTOR SHALL MAINTAIN A COMPLETE TEMPORARY POWER AND LIGHTING SYSTEM DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL PROVIDE, DROP CLOTH, RUBBER MATS AND PLYWOOD COVERS FOR OWNERS EQUIPMENT SUSCEPTIBLE TO DAMAGE DURING CONSTRUCTION. VERIFY SPECIFIC LOCATIONS WITH OWNER'S REPRESENTATIVE. 8. ALL WORK SHALL BE PERFORMED DURING PERIODS ACCEPTABLE TO THE OWNER. SCHEDULE ALL WORK WITH THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING. 9, THE CONTRACTOR SHALL PERFORM TEMPORARY WORK NECESSARY TO MAINTAIN CONTINUITY OF ELECTRICAL SERVICE WHEN CONNECTION IS MADE TO EXISTING SYSTEMS AND FACILITIES. EXISTING SERVICE SHALL NOT BE INTERRUPTED WITHOUT PRIOR CONSENT OF THE OWNER'S REPRESENTATIVE. 10. AT PROJECT COMPLETION, THE CONTRACTOR SHALL INSURE THAT ALL ELECTRICAL SYSTEMS OPERATE PROPERLY, CONTRACTOR SHALL DEMONSTRATE OPERATION OF EACH SYSTEM WITH THE OWNER'S REPRESENTATIVE. 11. CONTRACTOR SHALL COORDINATE AND VERIFY WITH LOCAL POWER COMPANY THE FOLLOWING: EXACT LOCATION OF SERVICE CONNECTION, - ELECTRICAL CHARACTERISTICS (VOLTAGE AND PHASING) - AVAILABLE FAULT CURRENT METERING REQUIREMENTS CODES AND STANDARDS 1. ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF - NFPA 70 (NATIONAL ELECTRICAL CODE) - NFPA 101 (LIFE SAFETY CODE) - CODES SPECIFIC TO OTHER SECTIONS HEREIN 2. ELECTRICAL WORK SHALL COMPLY WITH ALL LOCAL AND STATE ELECTRICAL CODES AND IN ACCORDANCE WITH REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION (AHJ). QUALITY 1. WORKMANSHIP SHALL BE HIGH QUALITY AND FOLLOW INDUSTRY STANDARDS. SUBSTANDARD WORK WILL BE REJECTED. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND REWORK TO RECTIFY SUBSTANDARD WORK. QUALITY OF WORK SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AND /OR ENGINEER OF RECORD, I NTERFERENCES 1, PLANS ARE GENERALLY DIAGRAMMATIC, THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES SO THAT INTERFERENCES BETWEEN CONDUITS, PIPING, EQUIPMENT, DUCTS, AND STRUCTURAL WORK WILL BE AVOIDED. IN SUCH CASE, THE CONTRACTOR FAILS TO COORDINATE WITH OTHER TRADES AND INTERFERENCES ARE ALLOWED DEVELOP, THE OWNER'S AUTHORIZED REPRESENTATIVE WILL DECIDE WHICH EQUIPMENT, DUCT, CONDUIT, ETC., MUST BE RELOCATED, REGARDLESS OF WHICH WAS INSTALLED FIRST, ELECTRICAL REWORK REQUIRED TO CORRECT INTERFERENCES WILL BE AT THE CONTRACTORS EXPENSE. MATERIALS 1. ALL ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE APPROVED BY UNDERWRITERS LABORATORY FOR THE APPLICATION AND SHALL BEAR A UL LABEL, 2. ELECTRICAL ENCLOSURES SHALL BE NEMA RATED. UNLESS OTHERWISE NOTED, ENCLOSURE RATINGS SHALL ADHERE TO THE FOLLOWING: - NEMA 1 INDOOR - NEMA 3R OUTDOOR - NEMA 4 CORROSIVE ENVIRONMENT GUARANTEE 1. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF OWNER'S ACCEPTANCE, THE CONTRACTOR SHALL RECTIFY ANY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP AND PAY FOR DAMAGE CAUSED BY FAILURE AND REWORK. THE OWNER WILL GIVE NOTICE OF DEFECTS WITH REASONABLE PROMPTNESS AFTER DISCOVERY. THE CONTRACTOR SHALL START REWORK WITHIN TEN (10) WORKING DAYS OF NOTIFICATION AND COMPLETE REPAIRS IN A TIMELY MANNER. SUBMITTAL DATA AND RECORD DRAWINGS 1. THE ELECTRICAL DESIGN IS BASED ON A SINGLE MANUFACTURE OF SWITCH GEAR, LIGHTS, TRANSFORMER, GENERATORS, ETC, WHEREAS SUBSTITUTIONS ARE PROVIDED IN LIEU OF THAT WHICH IS SPECIFIED, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY IMPACT TO THE INSTALLATION, CONTRACTOR SHALL VERIFY THAT SUBSTITUTIONS CAN FUNCTION SATISFACTORILY IN THEIR DESIGNATED SPACE AND CHANGES IN OPERATING CHARACTERISTICS DO NOT DEGRADE THE INSTALLATION. 2. SUBMIT MANUFACTURER'S DATA (MINIMUM 5 COPIES) FOR ELECTRICAL GEAR, LIGHT FIXTURES, WIRING DEVICES AND OTHER EQUIPMENT SPECIFIED HEREIN, SUBMIT SHOP DRAWINGS IN BOOKLET FORM WITH SEPARATE SHEE FOR EACH DEVICE. PROVIDE EQUIPMENT IDENTIFICATION AS DESIGNATED/ ON PLANS FOR EACH SHOP DRAWING CUT SHEET SUBMITTED. 3. AT PROJECT COMPLETION THE CONTRACTOR SHALL COMPILE TWO (2)\ COMPLETE SETS OF RECORD DRAWINGS INDICATING ALL DEVIATIONS FROM CONSTRUCTION DOCUMENTS, ONE SET SHALL BE ISSUED TO THE ARCHITECT AND ONE SET SHALL BE ISSUED TO OWNER'S REPRESENTATIVE. 1 IDENTIFICATION OF EQUIPMENT 1. LABEL ALL ELECTRICAL EQUIPMENT WITH ENGRAVED LAMINATED PLASTIC NAMEPLATE THAT CLEARLY DESCRIBES THE EQUIPMENT NAME, VOLTAGE, AMPERAGE RATING, AND FUNCTION. NAMEPLATES SHALL BE RED BACKGROUND WITH WHITE STENCILED UPPER CASE LETTERING A MINIMUM OF 3/16" IN HEIGHT, 2. INSTALL VINYL CLOTH SELF- ADHESIVE CIRCUIT LABELS ON ALL WIRE AND CABLE IN JUNCTION BOXES, WIRE TROUGHS, AND PANELBOARD WIRING GUTTERS. 3. IDENTIFY JUNCTION BOXES WITH PERMANENT MARKER INDICATING PANELBOARD AND CIRCUIT NUMBERS OF WIRING CONTAINED WITHIN, 4. PROVIDE TYPEWRITTEN PANELBOARD DIRECTORIES WITH ACCURATE AS BUILT INFORMATION. DIRECTORIES SHALL REFLECT TYPE OF LOAD AND AREA SERVED FOR EACH BREAKER. RACEWAYS AND FITTINGS 1. CONDUIT SHALL BE PROPERLY ALIGNED, GROUPED AND SUPPORTED. EXPOSED CONDUIT SHALL BE INSTALLED AT RIGHT ANGLES TO OR PARALLEL TO THE PRINCIPAL STRUCTURAL MEMBERS, CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 8 FEET. CONDUIT SHALL BE SUPPORTED FROM STRUCTURE AND NOT FROM CEILING SUPPORT SYSTEM, 2. EXCEPT IN MECHANICAL ROOMS, ELECTRICAL ROOMS, OPEN STRUCTURE CANOPIES, AND EXTERIOR SERVICE ENTRANCES, CONDUIT SHALL BE CONCEALED THROUGHOUT THE FACILITY, 3. PROVIDE NYLON PULL CORD IN ALL EMPTY CONDUITS, 4. ELECTRICAL METAL TUBING (EMT) SHALL BE GALVANIZED STEEL FOR DRY INTERIOR INSTALLATIONS AND ALUMINUM FOR, DAMP, WET OR EXTERIOR INSTALLATIONS. COUPLINGS AND CONNECTORS SHALL BE SET SCREW TYPE FOR STEEL, EMT SHALL BE USED CONCEALED ABOVE CEILINGS, CONCEALED IN WALLS, AND EXPOSED IN MECHANICAL AND ELECTRICAL ROOMS. 5. FLEXIBLE METALLIC CONDUIT IN DRY LOCATIONS SHALL BE UNDERWRITERS' APPROVED, STEEL, ZINC COATED, SINGLE STRIP TYPE, FITTINGS SHALL BE AS MANUFACTURED BY THOMAS AND BETTS "TITE- BITE ", OR APPROVED EQUAL, 6. FLEXIBLE METALLIC CONDUIT IN DAMP OR WET LOCATIONS SHALL BE UNDERWRITERS' APPROVED, GALVANIZED STEEL WITH MOISTURE PROOF PVC JACKET . FITTINGS SHALL INSULATED THROAT AND LIQUID TIGHT AS MANUFACTURE BY THOMAS AND BETTS, OR APPROVED EQUAL. 7. GALVANIZED RIGID STEEL (GRS) CONDUIT SHALL BE ILL APPROVED HOT DIPPED GALVANIZED. GRS CONDUIT COUPLINGS SHALL BE THREADED HEAVY WALL GALVANIZED STEEL. USE 90 DEGREE GRS SWEEPS AND GRS RISERS IN UNDERGROUND PVC CONDUIT RUNS. PAINT ALL GALVANIZED RIGID CONDUITS INSTALLED BELOW GRADE WITH RUST INHIBITING PAINT. 8. PVC CONDUIT SHALL BE UL LISTED SCHEDULE 40 PVC UV RESISTANT, PVC CONDUIT MAY BE USED BELOW GRADE, UNDER FLOORS, IN CONCRETE, AND FOR GROUNDING SYSTEM CONDUCTORS 9. CONDUIT AND WIRING PENETRATING RATED FLOORS AND WALLS SHALL BE SEALED WITH A UL RATED ASSEMBLY TO MAINTAIN FIRE RATING AND INTEGRITY OF SEPARATION. 10. METAL CLAD CABLE (TYPE MC) IS PERMISSABLE IF INSTALLED PER NEC ARTICLE 334. FITTINGS SHALL BE INSULATED THROAT AS MANUFACTURED BY THOMAS AND BETTS "TITE- BITE ", OR APPROVED EQUAL, BOXES 1. BOXES SHALL BE RIGIDLY MOUNTED AND COVERED WITH MATCHING PLATE, OPEN KNOCK -OUTS OR HOLES IN BOXES SHALL BE PLUGGED WITH A SUITABLE BLANKING DEVICE, 2. SURFACE MOUNT EXTERIOR OUTLET BOXES SHALL BE CAST ALUMINUM WITH WEATHERPROOF ALUMINUM GASKETED COVER. 3. FLUSH MOUNT EXTERIOR OUTLET BOXES SHALL 4" SQUARE STEEL WITH MASONRY RING AND WEATHERPROOF GASKETED CAST ALUMINUM COVER. CONDUCTORS 1, UNLESS OTHERWISE INDICATED, BRANCH CIRCUIT CONDUCTORS SHALL BE SOLID NO. 12 AWG COPPER. BRANCH CIRCUITS RUN OVER 75 FEET IN LENGTH, MEASURING ONE WAY FROM THE FIRST OUTLET OF THE CIRCUIT TO THE PANEL, SHALL BE SOLID N0, 10 AWG COPPER FOR THE ENTIRE CIRCUIT. 2, SPLICES AND TAPS SHALL UTILIZE SOLDERLESS LUGS FOR #8 AWG AND LARGER, SPLICES AND TAPS SHALL FORM A ELECTRICAL AND MECHANICALLY SECURE CONNECTION. LUGS SHALL BE CORRECTLY SIZED FOR THE CONDUCTORS, TAPE JOINTS WITH VINYL PLASTIC ELECTRICAL TAPE. 3. ALLOW SUFFICIENT CABLE SLACK IN BOXES, OUTLETS AND CABINETS TO MAKE CONNECTION AND INSURE THERE IS NO BINDING AT THE SPLICE /TAP. 4. CONDUCTORS SHALL BE COPPER. UNLESS OTHERWISE NOTED, INSULATION SHALL BE DUAL TYPE THHN /THWN 75 °C. CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NFC 70. COLOR CODING SHALL BE BY MEANS OF COLORED INSULATING MATERIAL, COLORED BRAID OR JACKET OVER THE INSULATION OR BY MEANS OF SUITABLE COLORED, PERMANENT, NON- AGING, INSULATING TAPE APPLIED TO CONDUCTORS AT EACH CABINET OR JUNCTION POINT, THE FOLLOWING SYSTEM OF COLOR CODING SHALL BE ADHERED TO: - GROUND LEADS: GREEN - 120/208 NEUTRAL CONDUCTOR: WHITE - 120/208 VOLT, PHASE CONDUCTORS: BLACK, RED, BLUE 5. EXISTING FACILITIES: WHERE EXISTING COLOR CODING SCHEME DIFFERS FROM THAT SPECIFIED HEREIN, CONTRACTOR SHALL ADHERE TO ESTABLISHED BUILDING STANDARD. ADVISE PROJECT ADMINISTRATOR IN WRITING OF COLOR CODING SCHEME BEING USED, 6. THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHALL BE CONSISTENTLY FOLLOWED THROUGHOUT. GROUNDING 1. ALL INTERIOR ELECTRICAL SYSTM S SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS RE BY NFPA 70 AND AS SPECIFIED HEREIN. `, & n 2. METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTINGS, AND EQUIPMENT. METALLIC RACEWAYS SHALL BE CONNECTED TO A DIRECT GROUND AT POINT OF ELECTRICAL SERVICE ENTRANCE AND SHALL BE ELECTRICALLY CONTINUOUS THROUGHOUT THE ENTIRE SYSTEM. 3. ALL GROUND CONDUCTORS SHALL BE INSULATED COPPER UNLESS OTHERWISE NOTED. 4. RACEWAYS WITH NO. 10 OR 12 AWG PHASE CONDUCTORS FOR RECEPTACLES, LIGHT FIXTURES AND SIMILAR CIRCUITS (NEW BRANCH CIRCUITS) SHALL BE PROVIDED WITH A PARITY SIZED GREEN EQUIPMENT GROUND CONDUCTOR. GROUND CONDUCTOR SHALL BE INSTALLED IN ENTIRE RACEWAY SYSTEM INCLUDING WALL SWITCHES AND FLEXIBLE CONDUIT TO LIGHT FIXTURES. EQUIPMENT GROUND CONDUCTOR SIZES FOR CIRCUITS WITH PHASE CONDUCTORS LARGER THAN NO. 12 AWG ARE INDICATED ON DRAWINGS, PANEL BOARDS AND SAFETY SWITCHES 1. ELECTRICAL PANELS AND DISCONNECTS SHALL BE PLUMB AND SECURELY SUPPORTED. IF SUITABLE SUPPORT DOES NOT EXIST, PROVIDE SUPPORTING STRUCTURE WITH PROPERLY SIZED "U" CHANNEL. 2. CIRCUIT BREAKERS SHALL BE MOLDED PLASTIC CASE WITH QUICK -MAKE, QUICK -BREAK CONTACTS, BREAKERS SHALL HAVE THERMAL MAGNETIC TRIP UNITS. MULTI -POLE BREAKERS SHALL HAVE A FACTORY INSTALLED COMMON TRIP, TIE BARS INSTALLED IN THE FIELD ARE NOT ACCEPTABLE. 3. SAFETY SWITCH MECHANISMS SHALL BE QUICK -MAKE, QUICK- BREAK. COVER SHALL BE INTERLOCKED WITH MECHANISM TO PREVENT OPENING WITH HANDLE IN THE "ON" POSITION. ALL ENCLOSURES SHALL BE PRIMED AND FINISHED TO RESIST RUSTING AND CORROSION. SWITCHES SHALL BE GENERAL ELECTRIC, OR SQUARE -D (MATCH BUILDING STANDARD WHERE APPLICABLE), 4. FUSES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE BUSMAN "FUSETRON" OR CHASE SHAWMUT "TRIONIC ", THE CONTRACTOR SHALL PROVIDE SIZES BASED ON EQUIPMENT NAMEPLATE DATA. CONTRACTOR SHALL FURNISH AS SPARE, A DUPLICATE CARTRIDGE FOR EACH FUSE INSTALLED. 5, PANELBOARDS SHALL BE DEADFRONT TYPE, COPPER BUS BARS, AND BOLT -ON TYPE BRANCH CIRCUIT BREAKERS. LIGHTING 1. CONTRACTOR SHALL PROVIDE ALL MOUNTING HARDWARE AND LIGHTING OPTIONS TO PROVIDE A PROPER LIGHTING INSTALLATION. 2, BALLASTS FOR FLUORESCENT LAMPS SHALL BE HIGH POWER FACTOR TYPE AND SHALL BEAR THE CBM, AND UL LABELS, ALL BALLASTS SHALL BE UNDERWRITERS CLASS P. BALLASTS SHALL BE MAGNETEK TRIAD 'HP' OCTIC OR EQUAL BY MOTOROLA. BALLASTS FOR FLUORESCENT FIXTURES SHALL BE INDIVIDUALLY FUSED, FUSES SHALL BE INSTALLED ON THE LINE SIDE OF THE BALLAST. 3. FIXTURES SHALL BE PROPERLY SUPPORTED AND ALIGNED. LIGHTING FIXTURES SHALL BE CLEANED AND LAMPED IMMEDIATELY PRIOR TO FINAL INSPECTION. 4. USE STEEL 4" SQUARE BACK BOXES FOR SURFACE MOUNT FIXTURES. RECEPTACLES AND SWITCHES 1. UNLESS OTHERWISE NOTED, WALL PLATES SHALL BE MOLDED NYLON, WH I TE. 2. PROVIDE WALLPLATES FOR SINGLE AND COMBINATION WIRING DEVICES, OF TYPES, SIZES, AND GANGING TO MATCH INSTALLATION, SELECT PLATES WHICH MATE AND MATCH WIRING DEVICES. SECURE WALL PLATES WITH METAL SCREWS. SCREW HEADS SHALL BE COLORED TO MATCH FINISH OF PLATE. 3, GENERAL PURPOSE RECEPTACLES SHALL BE 125V, 20A, NEMA 5 -20R, WHITE. PROVIDE LEVITON - DUPLEX: CR20, SIMPLEX: 5801, OR APPROVED EQUAL. 4. ISOLATED GROUND (IG) RECEPTACLES SHALL BE 125V, 20A, NEMA 5 -20R, ORANGE WITH GREEN TRIANGLE. PROVIDE LEVITON - DUPLEX: 5362 -IG, SIMPLEX: 5361 -IG, OR APPROVED EQUAL. 5. GROUND FAULT CIRCUIT INTERRUPTER (GFI) RECEPTACLES SHALL BE 125V, 20A, NEMA 5 -20R, WHITE TEST AND RESET BUTTONS ON FRONT FACE. PROVIDE LEVITON: 6899, OR APPROVED EQUAL, 6. RECEPTACLES DEDICATED TO A SINGLE PIECE OF EQUIPMENT SHALL MATCH SAID EQUIPMENT REQUIREMENTS. CONTRACTOR SHALL MAKE RECEPTACLE SELECTION BASED EQUIPMENT VOLTAGE, AMPERAGE, AND PLUG CONFIGURATION. INCLUDE THIS INFORMATION IN SHOP DRAWING SUBMITTALS. ADVISE ENGINEER OF DISCREPANCIES. 7, SWITCHES SHALL BE WHITE, AC QUIET, SNAP TYPE, RATED 120/277V, 20A. SWITCH TYPE SHALL BE AS INDICATED ON DRAWINGS. PROVIDE LEVITON - SINGLE POLE: CS120, TWO POLE: CS220, THREE -WAY: CS320, FOUR -POLE: CS420, OR APPROVED EQUAL. 8. APPROVED MANUFACTURERS: HUBBLE, LEVITON, OR GENERAL ELECTRIC, COMMUNICATIONS: 1. FURNISH SINGLE GANG BOX AND 3/4" CONDUIT WITH PULL WIRE FOR EACH TELEPHONE /DATA SYSTEM DEVICE LOCATION. EXTEND CONDUIT TO ACCESSIBLE SPACE ABOVE CEILING AND TERMINATE WITH INSULATING BUSHING, COVER UNUSED BOXES WITH BLANK COVER PLATE. OWNER'S CONTRACTOR SHALL PROVIDE TELEPHONE /DATA CABLING AND DEVICES. 2. FURNISH SINGLE GANG BOX AND 3/4" CONDUIT WITH PULL WIRE FOR EACH CABLE TV SYSTEM DEVICE LOCATION EXTEND CONDUIT TO ACCESSIBLE SPACE ABOVE CEILING AND TERMINATE WITH INSULATING BUSHING. COVER UNUSED BOXES WITH BLANK COVER PLATE. OWNER'S CONTRACTOR SHALL PROVIDE CABLE TV CABLING AND DEVICES. 3. PROVIDE 3/4" THICK BACKBOARD WITH COPPER GROUND BAR FOR DATA, TELEPHONE, AND CABLE TV EQUIPMENT. PROVIDE #6 AWG (MIN) GROUND CONDUCTOR TO GROUNDING ELECTRODE SYSTEM. GROUND BUSS OF SERVICE ENTRANCE PANEL IS PREFERRED. REFER TO PLANS FOR BACKBOARD LOCATION(S) AND COORDINATE WITH OWNER'S REPRESENTATIVE FOR SPECIFIC REQUIREMENTS, Di_Do TP CAD SYM DOD LEGEND LOAD SUMMARY ESTIMATED CONNECTED LOAD FUTURE LOAD kVA kVA SYMBOL DESCRIPTION MOUNTING F: E l 2' X 4' FLUORESCENT TROFFER, LETTER INDICATES TYPE SEE FIXTURE SCHEDULE A O_ CEILING MOUNTED LIGHT FIXTURE, LETTER INDICATES TYPE. SEE FIXTURE SCHEDULE 10.02 SWITCH, SINGLE POLE, 20 A, 120/277 VAC, REFER TO SPECIFICATIONS FOR DEVICE 48" AFF TO TOP 0.00 0.00 COLOR, WALL PLATE COLOR AND MATERIAL, AND DEVICE MODEL NUMBER. UNLESS NOTED OTHERWISE SWITCH, THREE -WAY, 20 A, 1201277 VAC. REFER TO SPECIFICATIONS FOR DEVICE 48" AFF TO TOP amperes at 208 V 3 PHASE COLOR, WALL PLATE COLOR AND MATERIAL, AND DEVICE MODEL NUMBER, UNLESS NOTED OTHERWISE * EST IMATED LOAD B ASED ON NEC DUPLEX RECEPTACLE, 20 A, 120 VAC. REFER TO SPECIFICATIONS FOR DEVICE UNLESS NOTED OTHERWISE, COLOR, WALL PLATE REQUIREMENTS, AND DEVICE MODEL NUMBER, THE SYMBOLS SHOWN BELOW DEFINE MOUNTING HEIGHTS: TWO (2) DUPLEX RECEPTACLES IN COMMON BOX, 20 A, 120 VAC. REFER TO 00 0 SPECIFICATIONS FOR DEVICE COLOR, WALL PLATE REQUIREMENTS, AND DEVICE 18" AFF TO CENTERLINE MODEL NUMBER, ABOVE COUNTER SIMPLEX REFER SPECIF FOR DEVICE COLOR ,WALLEPLATEEREQUIREMENNTS, MODEL NUMBER, BELOW COUNTER COMMUNICATIONS OUTLET: SINGLE GANG, DEEP, FLUSH MOUNT BOX AND 3/4" C 18" AFF TO CENTERLINE WITH PULLSTRING, STUB CONDUIT UP INTO ACCESSIBLE CEILING SPACE AND UNLESS NOTED OTHERWISE TERMINATE WITH INSULATING BUSHING. COVER UNUSED BOXES WITH BLANK PLATE TO MATCH DEVICE WALLPLATES AND IDENTIFY FOR FUTURE. L FUSED DISCONNECT SWITCH, 60" AFF TO TOP 60/60/3/N3R CURRENT RATING /FUSING /NUMBER OF POLES /ENCLOSURE UNLESS NOTED OTHERWISE NON -FUSED DISCONNECT SWITCH, 60" AFF TO TOP 60 /N11i CURRENT RATING /FUSING /NUMBER OF POLES /ENCLOSURE UNLESS NOTED OTHERWISE BRANCH CIRCUIT PANELBOARD, 120/208 V OR 120/240 V, SURFACE MOUNT 78" AFF TO TOP UNLESS NOTED OTHERWISE �j ELECTRIC METER 60" AFF TO TOP UNLESS NOTED OTHERWISE "GFI" NOTATION MEANS ASSOCIATED DEVICE SHALL BE GROUND FAULT CIRCUIT AS DEFINED BY SYMBOL GFI INTERRUPTER TYPE, REFER TO SPECIFICATIONS FOR DEVICE COLOR, WALL PLATE REQUIREMENTS, AND MODEL NUMBER. WP "WP" NOTATION MEANS ASSOCIATED DEVICE SHALL BE MOUNTED IN WEATHERPROOF AS DEFINED BY SYMBOL ENCLOSURE. HOME RUN TO PANEL. LABEL INDICATES PANEL NAME AND CIRCUIT NUMBER(S). SEE SPECIFICATIONS CIRCUITS WITHOUT FURTHER DESIGNATION INDICATES A 2 WIRE CIRCUIT WITH A L1A -1 PARITY SIZED EQUIPMENT GROUND. CIRCUIT WITH MORE THAN 2 WIRES IS SHOWN AS FOLLOWS: 48" AFF TO TOP = 3 PHASE WIRES AND AN EQUIPMENT GROUND UNLESS NOTED OTHERWISE XX = 3 PHASE WIRES, 1 NEUTRAL AND AN EQUIPMENT GROUND = 3 PHASE WIRES, 1 NEUTRAL, AN ISOLATED GROUND AND AN EQUIPMENT GROUND ALL CONDUCTORS ARE #12 AWG Cu UNLESS NOTED OTHERWISE. �\ RACEWAY CONCEALED IN WALL OR ABOVE CEILINGS SEE SPECIFICATIONS / \ RACEWAY CONCEALED UNDER FLOOR OR BELOW GRADE SEE SPECIFICATIONS - - - - RACEWAY EXPOSED ON WALL OR CEILING SEE SPECIFICATIONS 120/208V., 3 PHASE SECONDARY SERVICE 1 14 , 648 AFC 22,000 AIC LOAD SUMMARY ESTIMATED CONNECTED LOAD FUTURE LOAD kVA kVA 10* X 10" X LENGTH AS REQUIRED NEMA 3R WIREW AY F 0 1101 101 METER METER METER J 4 FUTURE FUTURE PANEL PANEL PANEL A' 1 LOAD DESCRIPTION LOAD SUMMARY ESTIMATED CONNECTED LOAD FUTURE LOAD kVA kVA TOTAL OAD L k L LIGHTING 1.25 demand factor applied) 7.90 4.50 12.40 HVAC heat load used for calculation 47.61 16.00 63.61 RECEPTACLE (demand factor applied) 8.82 1.20 10.02 misc. 0.00 0.00 0.00 TOTAL= 86.03 amperes at 208 V 3 PHASE 238.80 amps amps * EST IMATED LOAD B ASED ON NEC 3 500 MCM N, #� 4 1/2° C. cc vv 6 ' -0 " v MI IN, I ONE-LINE NO SCALE v 0 ONE -LINE DIAGRAM NOTES 1) METER PER UTILITY COMPANY REQUIREMENTS. 2) 120/208V., 3 PHASE LIGHTNING ARRESTOR. \AN 3) FURNISH AND INSTALL WIRE WAY CAPABLE OF ACCEPTING ADDITIONAL TWO METERS AND PANELS FOR POSSIBLE FUTURE TENANTS. ') (3) #4/0, #4/0 N., #2 G.C., 2 -112" C. 5) GROUNDING ELECTRODE SYSTEM: (2) 5/8 "x10' COPPER CLAD GROUND RODS, BUILDING STEEL, AND METAL COLD WATER PIPE. 6) TIME CLOCK IN NEMA 3R ENCLOSURE. SEE DETAIL ON SHEET E -2 FOR MORE INFORMATION, 7) 120V, PHOTOCELL. MOUNT FACING NORTH AND AS HIGH AS POSSIBLE ON BUILDING. A 13 Architec n ctu e 0 e. Inc. 1526 Junior Court Lehigh, Florida 33971 Phone: 239.693.8687 Fax: 239.690.0795 E -mail: architectureone @iline.com License no: AA 0003632 Consultant: F Project: Proposed Building for K &KGlass Zepherhills, Florida Client Apco Building Systems, Inc. 106 Whitaker Road Lutz, Florida C JUL 2 9 1003 rain 6. Curb^ m n N0. moo Project Number: 0220 Copyright 2002 © Architecture One, Inc. reserves copyright and other rights restricting these documents to the original site or purpose for which they were prepared. Reproductions, changes or assignments are prohibitted. Sheet Title: Specifications One Line and Legend Sheet Eml 17 Architecture One. Inc. FRI A T A -16 (VIA TIME CLOCK) O LIGHTING DRAWING NOTES 1) CONNECT TO UNSWITCHED LEG OF LOCAL LIGHTING CIRCUIT. 2) DOWN TO SWITCH BELOW, 3) UP TO LIGHTS AT SECOND FLOOR LEVEL. 4) DOWN TO EXIT AN EMERGENCY LIGHTS ON FIRST FLOOR. 5) DOWN TO LIGHTS AT FIRST FLOOR LEVEL. 6) INTERLOCK EXHAUST FANS WITH LIGHTING. 1526 Junior Court Lehigh, Florida 33971 Phone: 239.693.8687 Fax: 239.690.0795 E -mail: architectureone@iiine.com License no: AA 0003632 Consultant: Project: Proposed Building for K &KGlass Zepherhills, Florida Client: Apco Building Systems, Inc. 106 Whitaker Road Lutz, Florida C F:3 I FIRST FLOOR _ L 1 THT NT SCALE: 1 /8" =1' -0" LIGHTING FIXTURE SCHEDULE SYMBOL DESCRIPTION VOLTAGE LAMPS MOUNTING A 2X4 TWO LIGHT ACRYLIC LENS 120 2- 32W -T8 CEILING MOUNTED METALUX#GR8- 232A- 120V -EB81 B 8' TANDEM INDUSTRIAL STRIP 120 4-32W -T8 CEILING MOUNTED METALUX#8T -IA- 232- 12OV -EB81 C 2X4 FOUR LIGHT ACRYLIC LENS 120 432W -T8 CEILING MOUNTED METALUX#GR8- 432A- 120V -EB81 D EXTERIOR RECESSED CANS (SPECULAR REFLECTOR CONE) 120 1- 75W- PAR30L CEILING RECESSED HALO # H7ICT -426 EM INCANDESCENT EMERGENCY FIXTURE WITH BATTERY BACKUP 1201277 3.6W WALL MOUNTED SURE -LITES # CC-2 F CAST BRACKET CYLINDER WITH LEXAN LENS BY EXTERIOR DOOR 120 1- 150W -A21 WALL MOUNTED HALO # H2471 G METAL HALIDE WALL PACK 120 1 -100W MH WALL MOUNTED LUMARK # MHWL- 100- 120V -LL X LED EXIT LIGHT WITH BATTERY 1201277 LED WALL MOUNTED SURE -LITES # LPX70-RWH I TIMECLOCK, INTERMATIC T101 INSTALL ADJACENT TO PANEL 'A' 03 -28-03 1 CONSTRUCTION DRAWINGS Mark Date Description A SEr___,ONE�� FLOOR _ L 1 0TI NO SCALE: 1/8"=l'—O" 2 L [ PHOTOCELL, INTERMATIC NO. K4321 WALL RECESSED MOUNT AS HIGH AS POSSIBLE FACING NORTH. A -16 GH7I NO T T N7T�OL D I AT F;� NO SCALE TURE TYPE 'D' JUL 2 9 2003 win 6. culr ^ n n = A0. mmin A Project Number: 0220 Copyright 2002 © Architecture One, Inc. reserves copyright and other rights restricting these documents to the original site or purpose for which they were prepared. Reproductions, changes or assignments are prohibitted. Sheet Title: Lighting Plan Sheet E = 2 1 A -2,4,6 D C B A 2 T S ST FL0 _ FOYER SCALE: 1/8"=V-0" FA 3 O POWER DRAWING NOTES 1) 60 /NF /3 /N -3R 240V. DISCONNECT. 2) (3) #10, #10 E.G., 3/4" C. 3) (3) #8, #10 E.G., 3/4" C. 4) FLOOR BOX WITH ONE 20A., 125V,, DUPLEX RECEPTACLE, COORDINATE ACTUAL LOCATION WITH OWNER, 5) (2) #12, #12 E.G., 3/4" C. 6) COORDINATE ACTUAL LOCATIONS OF TELEPHONE AND DATA LOCATIONS WITH OWNER (TYPICAL) • B A Architecture One, Inc. 1526 Junior Court Lehigh, Florida 33971 Phone: 239.693.8687 Fax: 239.690.0795 E -mail: architectureone @ iline.com License no: AA 0003632 Project: Proposed Building for K &KGlass Zepherhills, Florida Client: Apco Building Systems, Inc. 106 Whitaker Road Lutz, Florida 03 -28-03 CONSTRUCTION DRAWINGS Mark Date Description Project Number: 0220 Copyright 2002 0 Architecture One, Inc. reserves copyright and other rights restricting these documents to the original site or purpose for which they were prepared. Reproductions, changes or assignments are prohibitted. Sheet Title: Power Plan Panel Schedule Sheet: E=3 OPTIONS: KBA MFG STD: SQUARE -D: NQO CUB US Engineering, Inc. PH# 813 - 909 -1845 CABINET: SURFACE MOUNT, N-3R RATING: 22, 000 AIC FULLY RATED PANEL NAME: A SIZE: 225 AMP M.C.B. VOLTAGE /PHASE: 208 3 PH 4W LOAD A LOAD A LGT COOL J HEAT RCPT MISC I poles I Amps LOCATION CKT A B IC ICKTILOCATION Amps poles LGT COOL HEAT RCPT MISC 1168 9890 AHU 1 ## 2 CU 5980 5980 3 ## 4 1168 9890 3 60 10KW 6 TON 3 45 5980 5980 5 ## 6 1168 9890 HACR 5980 5980 10 1080 1 20 OFF1071HALL 7 ## 8 OFF103 1 20 1080 v it 720 1 20 BATH 112/S HOP 9 ## 10 OFF 104 1 20 900 720 1 20 RM109/SHOP 11 ## 12 STOR. REC 1 20 360 896 1 20 NE CORNER 13 ## 14 STOR. REC 1 20 360 576 1 20 #122, MEZZ. 15 ## 16 W OUTSIDE 1 20 1170 1325 1 20 N SHOP 17 ## 18 SPARE 1 20 883 1 20 N SHOP 19 ## 20 STOR. REC 1 20 360 Z 589 1 20 S SHOP 21 ## 22 STOR. REC 1 20 360 L 883 1 20 SHOWROOM 23 ## 24 STOR. REC 1 20 360 L 1/ 360 1 20 FLOOR RECEP 25 ## 26 STOR. REC 1 20 360 Z 1 20 SPARE 27 ## 28 STOR. REC 1 20 360 1 20 SPARE 29 ## 30 STOR. REC 1 20 360 Z 1 20 SPARE 31 ## 32 STOR. REC 1 20 540 SPACE 33 ## 34 STOR. REC 1 20 540 j SPACE 35 0 36 SPARE 1 20 SPACE 37 0 38 SPACE SPACE 39 0 40 SPACE SPACE 41 1 0 42 SPACE CONNECTED LOAD SUMMARY A DEMAND LOAD SUMMARY PHASE A B C TOTALS D.F. COMMENTS LOAD LGT 1779 2335 2208 6321.8 1.25 7,902 VA COOL 7148 7148 7148 21443.0769 0 VA HEAT 15870 15870 15870 47610 1.00 USE HEAT LOAD FOR CALCULATION 47,610 VA RECPT 4140 2880 1800 8820 1.00 8,820 VA MISC 0 0 0 0 0 VA TOTAL CONNECTED LOAD PER PHASE TOTAL DEMAND LOAD: 64,332 VA PHASE A 21,789 VA 60.5 AMPS TOTAL DEMAND CURRENT: 178.6 Amps PHASE B 21,085 VA 58.5 AMPS PHASE C 19,878 VA 55.2 AMPS MINIMUM SERVICE AMPS REQUIRED: 178.6 Amps • B A Architecture One, Inc. 1526 Junior Court Lehigh, Florida 33971 Phone: 239.693.8687 Fax: 239.690.0795 E -mail: architectureone @ iline.com License no: AA 0003632 Project: Proposed Building for K &KGlass Zepherhills, Florida Client: Apco Building Systems, Inc. 106 Whitaker Road Lutz, Florida 03 -28-03 CONSTRUCTION DRAWINGS Mark Date Description Project Number: 0220 Copyright 2002 0 Architecture One, Inc. reserves copyright and other rights restricting these documents to the original site or purpose for which they were prepared. Reproductions, changes or assignments are prohibitted. Sheet Title: Power Plan Panel Schedule Sheet: E=3 it /, A -- ) "t�C 1 0 rn r p V C Cg OG a r EOUIPMENT SCHEDULE CONDENSING UNIT TRANE 6.0 TON MODEL 4 2 "TTA0072.0000A 208/230/3/60 MCA 26 MAX FUSE 45 INDOOR AIR - HANDLER TRANE 5.0 MODEL# TWE060A3 WITH 10 kw ELECTRIC HEAT STRIP 208/230/3/60 MCA 43 MAX FUSE 60 DATE 03/24/03 DRAWN PL SCALE: 1/4" = 1'0" M -1 HVAC PLAN (D N �— N O U ° O U r r. oo 00 U cz A) c U 0 n ' u " U t� L C O U �a U iQ � cf) 7 0 O *iE O c Y U Z J Z u " o N (Z U) E r r EOUIPMENT SCHEDULE CONDENSING UNIT TRANE 6.0 TON MODEL 4 2 "TTA0072.0000A 208/230/3/60 MCA 26 MAX FUSE 45 INDOOR AIR - HANDLER TRANE 5.0 MODEL# TWE060A3 WITH 10 kw ELECTRIC HEAT STRIP 208/230/3/60 MCA 43 MAX FUSE 60 DATE 03/24/03 DRAWN PL SCALE: 1/4" = 1'0" M -1 HVAC PLAN ; . I tii ' T 0 SVjxo,