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1000 Cardinal Cove Cir 00-680 to 687 00-699 00-670 to 679 New Construction Apt. Westlake Apts
'J i k SITE PLAN SCALE, 1"=5D0' Fieview of shop drawings or Sd:iF1shall not relieve the contrvr';Ur of for any deviation from the tl ralLftertlents of td's"lless the Coll- Cr,aD'it ho.S thiz� in Tilling of such L i Inc r YI 41 I Ci ✓ia rl 1a tt r 1 v,,, V jj Kv,.i.r/i;-) ca"nar"AlJn1{h 91d4Aa..... �r e...a44v.!_irurvr:tfuxuv�aw.uu.su.unrvu..swa.sraais LEGEND PAT DIGITAL COMMUNICAT❑R TRANSMITTER AT THE CLUBHOUSE FACP BUILDING FIRE ALARM CONTROL PANEL (WITH BATTERY BACKUP) �—� 414 THHN/THWN 90 DEGREE C WIRE IN PVC CONDUIT FOR THE SITE COMMUNICATION BACK TO THE CLUBHOUSE yD r DRAWN BYi CAR APPR'Di DATE, 1/4/00 REVi Q V n Z � L,J J Q / V J F-- � W Z Q H � LL V l �nn Q Ll� LL� f V J J W t-� C] E 8 V y Y� W U v U N � h 7 � 3Lu S W y ulAbe c l c� r- o UA �u cc U � J �O u v w J CL 2 t!1 c0 4^ 9 1 K V LL N � Eo W n 0 �r c Ea m v� N IN I�A^ Y/ rx 3 0 z O E C c a U. AML F AM #4=1 SHT. OF ZONE SCHEDULE ZONE DESCRIPTION 1 FIRST FLOOR PULL STATIONS 2 SECOND FLOOR PULL STATIONS 3 THIRD FLOOR PULL STATIONS 4 DETECTOR ABOVE FACP 5 FLOW SWITCH 6 TAMPER SWITCH 7 SPARE IN CLUBHOUSE BLDG. TYPE-1 FIRE ALARM RISER DIAGRAM LEGEND ® FIRE ALARM CENTRAL PANEL COMBINATION AUDIO/VISUAL DEVICES UNIT HORN LjJ FIRE ALARM PULL STATION A HEAT DETECTOR ss TAMPER SWITCH FS FLOW SWITCH DRAWN BY, CAR APPR'Di DATE, 1/4/00 REVi W H � W n CL� H J F- Q J H f— H z LLJ 3 Q t-- A V Q W <L w W H /} ci E N w vQ rn uj N •� n �S mum a �G Nw x ~ J LL G U J 0. 9 0 a W ~ O ® U l9 X �- aS E � r I �o N U) Lu M o c c i F Am A 72 LSHT. 0F DRAWN BY, CAR APPR'Di DATE' 1/4/00 REVi M W n <EP H H H pq A Q 3 0 p V td V N bm w ai W Q O 7 �U W H r. Ln OD ca _U oU nW a F N m J V W L- �Y ca o, J Yp, Cc � Q D • V ® V x N LL. 4a O w U) F O 0 O I C V N Q. W N pNd �1 M �1 4 0 tp� 3 cq� an 6rc9 LL 1 r SH T, OF Y� R 4/00 EL W w n I W EAwqAN OF I I e*ST MIME mm Pww eow COS FIRE ALARM PULL STATION n ZOK p (SPB."Ca MEW) f, MOM © LOCK B O X 13 wa `"� �"` m A SP� ;Q, STROBE LIGHT 14 ,'Cwm tt+. R. mw Iw,"2mr6s aM +4 mo �5) O SMOKE DETECTOR 15 16 �� (ZoK18 CD HEAT DETECTOR 1' ''c'nwvxm FIRE ALARM SYSTEM RISER DIAGRAM NOT To 9<ILE TS TAMPER SWITCH FS FLOW SWITCH 19 20 1. 4C*AM OCP G $SE SML BE 3/4'. DRAWN DYI CAR APPR'D, DATE, 1/14/00 REV, W � W Q! _ Q pq cC � ~ U � W z � a L.� Q I-- n Q W Q _J J F- E 8 y N Oi Lu N O S } U 61C � W �v 3 co y VAr` �n UJI CL i a 4 0 4 � � W ~ J U 0.� O Q O t} O LL lV (D Q o E� m Eco 0 00 I c ti O 7 12 £a r� N 0 \i o C � � a 12 I� 1— 0--r-oc) — ZONE SCHEDULE ZONE DESCRIPTION 1 PULL STATIONS 2 DETECTOR ABOVE FACP 3 SPARE MAINT. ROOM MENS GREAT WOMENS ROOM MAINT. GREAT ROOM ROOM "—PROVIDE SURGE SUPRESSION IN FATC FOR CONDUCTORS ENTERING/LEAVING FACP N. FLR. 1"C WITH CONDUCTORS TO "DACT" IN CLUBHOUSE FIRE ALARM RISER DIAGRAM NOT TO SCALE LEGEND f FIRE ALARM CENTRAL PANEL COMBINATION AUDIO/VISUAL DEVICES UNIT HORN ❑F FIRE ALARM PULL STATION CD HEAT DETECTOR STROBE LIGHT ss TAMPER SWITCH FS FLOW SWITCH DRAWN BYi _ CAR _ APPR'Di DATE, 1/14/00 REVi V q E B m d �W (� J .(9 h 0 2 O C. v oU N Wa m t J O� W W CL co O W Q h Q � K x u N � ao V � r N a? Eo E� I °a E h N � 4 � oilC c ml am R--Am7 SHT, OF li-o�-oo DRAWN BY, CAR APPR'Di DATE,1/4/00 REVi 1 C� W �Y L,J (� ►- z F o <E pq J Q U J U W z Q! H ry a n Q W V Q J I- W w 3 H PQ E 0 u H �« rn am W U m �o no a �w W N � . M h � CO p .-1 Q r O V' � o V W u � U. b 0. co W O QJ C4} O • -r v � _m p o vo E00 oW Uh C� c m E 0. m U) h N pp % M y m 0 0 C c a L6 SHT, OF FINAL INSPECTION REQUIRED PLAN 5 0TY 011--f SA1,1FORD C) PtRml f , , e X f a y , n 1 . 5• , t Oo r 00 1 1 1J O:G. , , ,.;-� t:' �..,.,r.--.w ', : .. . ,' ,.•: .., �. a I,'. ,. , ,: .i.f .. ,.. J�'ru, ! �;:�:ihf:n;, c�i ,`•;;,nr an�� r iloimby ccrtll'y that d , NAMNO dlovrtl aml markccl i►► " :u bmival h tlt►+t PmPmcd M be it►"-OnOmmd in ?l►c: WOM, to in curt►pliullc(o viiti► t;,e tywr�tr�tci rJn���►rnent3, can be MAW intits �,Il�;c,�t�d sp;►,,�, s�std is stib,nirred for by lit; &signer. ►;:'E;;rtllied llr a►t�t 'tx�l fel b Q i i�<iisrbL"��Y.•�Gti�.u.4lulbs �2.::oz: hAr1 i :diiislltlll & Sons In,, I Ilemby ce tify t}►�,-Ir tiln WktUIU61581,ovlt1 and rmukk,d 10 this r. hi; lual i:l thiE pt•t;p,)— J to b2 incorpormed in alc 4vut`;£, ( hi f;4)illl!s ati�;�s ���i!); �Tu °o4att iEt Docliments, call b itltSt[ Hud In A 0110catcd 6pal v, And is submitted for NwiOW by At siAyner. ��r:;•tt1 N' d by yy�tt ltl l� S�`�1rv�s C ,.. � I h�rc;by eF�tiCy tiiaf, ii�fs Di�f��ll }(r� sh��sin and nlarkcd irk tiii.r, ;tu+ to jrr:;; i ti►r,t i�tt�p�sswd to be inc��riloratPd in the ,vtirk, t5 iil Ccell►p!iaf,"k; with ti!e Contract Documents, can l�r3 irl;%t;t114.d III t11c::►llocawd space, and is submitted for f1b,vjs-1Y by Lim designer. x:;karitriod by -Sul rrtitt►tl relliMid'r. �a ��L'C)� John T (;'►►llab n &. Sollb Tile I hereby certify thilt the DRAWIM(r3 shown and marked in thir, s►ibtnittal is that propo3ed to be incorporated in the `'hark, i5 ill (,ojtrpli;snce y/ith tl;v Contract Documents, can be In;t►►ltjgj in the atlocated space, and is submitted for r►;viaw by dw dc5igner. ("Onified b subr teal r-evif"Wa. Pa is �r 1 k4 NMI 10AIJInll!utgns q potjti.la y •xou'Brsop oqi , q soj politaulns sI puu'oo ds poizoollt+ oqt uY pa���isu} oq uiao `siuotunooQ loumoo o(p tli!m aou'o'jdUioO ul vl VOM oils us poitisodlooul oq of powdoid liq-1 `If (villuffins l3lili uc po,'Pi u pue umop �-qrjj(YIVW ( ou) luip , VY- tl I oat seer, ,� art Ali' 7 S, utlor PLUMSt1 7ry fl l y 9 q � •� ^l � CITY OP SMIPURDI OO- �69 OD O O' (a 8-0 DO,�`' �C) g C� oID -(SI 2 3 4 9 A i C E SECTION 15010 - GENERAL PROVISIONS FOR MECHANICAL WORK PART 2 - DRAWINGS AND SPECIFICATIONS PART 1 o GENERAL 2.01 Contract drawings for work under this section are in part diagrammatic, intended to convey the scope of work and indicate the general arrangement of equipment, 1.01 This section covers the general arrangement of the ducts, piping and the approximate size and location of mechanical systems and related items to complete the equipment and outlets. The Contractor shall follow work as shown on the drawings and as specified herein, these drawings In laying out his work and shall verify All applicable provisions of the General Conditions, spaces in which his work will be installed, indicating Supplemental General Conditions and Special Conditions to the Architect where any conflicts or overlapping of are hereby made a part of this Section. systems occur. 1.02 The work shall include complete testing of all 2.02 Where job conditions require reasonable changes in equipment and piping at the completion of the work and indicated locations and arrangement, proposed making any minor connection changes or adjustments departures shall be submitted with detailed drawings to necessary for the proper functioning of the system and the Architect for approval before any of the proposed equipment. work is commenced. All approved departures shall be made at no additional cost to the Owner. 1.03 Work under this section shall conform to all governing codes, ordinances and regulations of the City, County 2.03 The drawings and the specifications are intended to and State. indicate complete and working systems, unless specifically indicated to the contrary. The work 1.04 The Contractor shall be responsible for all errors in includes the furnishing, installing and connecting of a fabrication, for the correct fitting, installation and complete working installation in each case to the full erection of the various mechanical systems as shown an extent set forth in the drawings and herein specified. the drawings. The Contractor shall be responsible for the complete functioning system, unless specifically noted otherwise. 1.05 CODES, RULES, PERMITS, FEES, INSPECTION, REGULATIONS, ETC. A. The mechanical contractor shall give all necessary notices, obtain and pay for all permits, government sales taxes, inspections and other costs including all utility connections, meters, meter settings, taps, tap fees, extensions, etc, in connection with his work; file all necessary plans, prepare all documents and obtain all necessary approvals of all governmental departments and or the appropriate municipality or utility company having jurisdiction, whether indicated, specified or not. He shall also obtain all required certificates of inspection for his work and deliver same to the architect before request for acceptance and final payment for the work. Ignorance of codes, rules, regulations, laws, etc. shall not render the mechanical contractor irresponsible for compliance. Each contractor shall also be versed in all codes, rules and regulations pertinent to his part of the work prior to submission of a proposal. B. Each mechanical contractor shall include in his work, without extra cost to the owner, any labor, materials, .services, apparatus or drawings in order to comply with all applicable laws, ordinances, rules and regulations, whether or not shown on the drawings and/or specified. C. All materials furnished and all work installed shall comply with the National Fire Codes of the National Fire Protection Association, with the requirements of local utility companies and with the requirements of all governmental departments having jurisdiction. D. All materials and equipment for the electrical portion of the mechanical systems shall bear the approved label of, or shall be listed by the Underwriters Laboratories, Inc. E. All plumbing work is to be constructed and installed in accordance with plans and specifications which have been approved in their entirety and/or reflect any changes requested or required by the Standard Plumbing Codes, Standard Gas Codes and/or the Local Authority having jurisdiction. Plumbing work shall not commence until such plans have been received by the plumbing contractor. F. All heating, ventilation and air conditioning work shall be accomplished in accordance with the state or local building code and amendments thereto, the latest standards recognized by the American Society of Heating, Refrigeration and Air Conditioning Engineers and the National Fire Protection Association. G. Where minimum code requirements are exceeded in the design of the plumbing, HVAC or fire protection systems the design shall govern. H. The mechanical contractor shall ensure that his work is accomplished in accordance with OSHA Standards and that he conducts his work and the work of his personnel on this project in accordance with some. I. All work in conjunction with a natural gas installation shall, in addition to all other codes, rules, regulations, standards, etc. comply with the requirements of the local gas supplier and or municipality. J. All work relating to the handicapped shall be in accordance with regulations currently enforced by the authority having jurisdiction. K. All work in relation to domestic water systems shall, in addition to all other codes, rules, regulations and standards be in compliance with the requirements of the local water utility company. L. All work in relation to the installation of sanitary or storm sewers shall, in addition to all other codes, rules, regulations and standards, be in compliance with -i the local agency governing such installations. 2.04 The drawings and specifications shall be considered as cooperative, work and material included in either, though not mentioned in both, shall be a part of the work to be accomplished and shall be carried out completely in as thorough manner as if covered by both. PART 3 - EQUIPMENT DESIGN AND INSTALLATION 3.01 The design, manufacture, testing and method of installation of all apparatus and materials furnished under the requirements of these specifications shall conform to the applicable standard rules of the following. Where materials are not specifically referred to, but are required, they shall meet the requirements of the applicable code. NEMA -National Electrical Manufacturer's Assoc. UL -Underwriter's Laboratories, Inc. ASME -American Society of Mechanical Engineers ASTM -American Society of Testing Materials ASHRAE -American Society of Heating, Refrigerating and Air Conditioning Engineers SBCCI -Southern Building Code Congress Interna- tional NFPA -National Fire Protection Association NEC -National Electrical Code ARI -Air Conditioning & Refrigeration Institute SMACNA -Sheet Metal and Air Conditioning Contractor's National Association OSHA -Occupational Safety and Health Adm. EPA -Environmental Protection Agency -State of Florida Department of Community Affairs Energy Code Program 3.02 Unless otherwise specified, equipment and materials of the same type and used for the same purpose, shall be products of the some manufacturer. PART 4 -.TESTS - GENERAL: 4,01 All tests required to establish the adequacy, quality, safety, completed status and suitable operation of each system and all components thereof shall be made in the presence of and to, the satisfaction of the Architect or his authorized representative and other representatives of State and local Government. All instruments, labor and expert service necessary to conduct these tests shall be supplied by the Contractor; power and fuel will be furnished by the Owner. 4.02 The final inspection and tests are to be made only after the Architect is satisfied that the work described in these specifications has been completely installed in accordance with the true spirit and intent of these specifications and that complete preliminary tests were made which indicate adequacy, quality, completion and satisfactory operation. The acceptance of the work herein specified, shall not in any way prejudice the Owner's right to demand replacement of defective material and/or workmanship. PART 5 o GUARANTEE AND SERVICE: 5.01 GUARANTEE: A. All equipment shall be guaranteed for a period of one (1) year from the date of acceptance, as evidenced by date of certificate for final payment, against defective materials, design and workmanship. 5.02 SERVICE: A. In addition to the guarantee, the Contractor shall provide all repair and adjustment service necessary for the proper operation of the entire system for a period of one (1) year after the system is put into operation (concurrent with the Guarantee). Upon receipt of notice from the Owner's representative of failure of any part of the guaranteed equipment during the guarantee period, the affected part shall be replaced promptly with a new part without cost to the Owner. Upon failure to take action within 24 hours after being notified, the work will be accomplished by the Architect at the expense of the Contractor. PART 6 - PERMITS AND INSPECTION: 6.01 The Contractor shall secure and pay for all permits, licenses, insurance and inspections required for the execution of the work on the project and deliver to the Architect all certificates related to and issued by the authorities having jurisdiction. These include a certificate of final approval from the Underwriters' Inspection Bureau having jurisdiction, pursuant to all electrical work, a certificate of inspection and approval from the State Department of Health Pluming Inspector and/or local authorities pursuant to all plumbing work. PART 7 - CONTRACTOR FIMISHED DRAWINGS, DESCRIPTIVE DATA AND MANUALS: 7.01 SHOP DRAWINGS: A. In accordance with the General Conditions, shop drawings shall be submitted on all units of prefabricated materials. PART 8 - DEFINITIONS 8.01 CONTRACT DOCUMENTS: A. All documents pertinent to the quality and quantity of work to be performed on the project. Includes but not limited to: plans, specifications, instructions to bidders, general and special conditions, addenda, alternates, list of materials, list of sub- contractors, unit prices, shop drawings, field orders, change orders, cost breakdown, periodical payment requests, etc. 8.02 INTENT A. It is the intention of these specifications and all associated drawings to call for finished work, tested and ready for operation. Wherever the word "provide" is used, it shall mean "furnish and install complete and ready for use". B. Details not usually shown or specified, but necessary for the proper installation and operation of systems, equipment, materials, etc., shall be included in the work, the some as if herein specified or indicated. END OF SECTION 15010 SECTION 15140 - SUPPORTS AND ANCHORS PART 1 - GENERAL 1.01 WORK INCLUDED A. Pipe and equipment hangers, supports, and associated anchors. 1.02 RELATED WORK A. Section 15410 - Plumbing Piping PART 2 - PRODUCTS 2.01 PIPE HANGERS AND SUPPORTS A. Hangers for Pipe Sizes 1/2 to 1-1/2 Inch: Malleable iron/carbon steel, adjustable swivel, split ring. B. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods; cast iron roll and stand for hot pipe sizes 6 inches and over. C. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook. D. Wall Support for Pipe Sizes 4 Inches and Over: Welded steel bracket and wrought steel clamp; adjustable steel yoke and cast iron roll for hot pipe sizes 6 inches and over. E. Vertical piping shall be supported in the center of each riser but not over 15 feet on centers and shall be supported at the base of the riser on a base elbow or tee with pipe stand only where shown on drawings. Pipe support shall be a riser clamp. For uninsulated brass or copper pipe or tubing, the riser clamp shall be compatible with nonferrous piping or shall be electrolytically coated steel as for hangers. F. Copper Pipe Support: Carbon steel ring, adjustable, copper plated. 2.02 HANGER RODS A. Steel Hanger Rods: Threaded both ends, threaded one end, or continuous threaded. 2.03 INSERTS A. Inserts: Malleable iron case of galvanized steel shell and expander plug for threaded connection with lateral adjustment, top slot for reinforcing rods, lugs for attaching to forms; size inserts to suit threaded hanger rods. 2.04 BEAM CLAMPS A. Beam clamps shall have malleable iron jaws, steel bolt or tie rod and nut. B. C-clamps will not be permitted unless retainer is provided. 2.05 FINISH A. Prime coat exposed steel hangers and supports. Hangers and supports located In crawl spaces, pipe shafts, and suspended ceiling spaces are not considered exposed. PART 3 - EXECUTION 3.01 INSERTS A. Provide inserts for suspending hangers from reinforced concrete slabs and sides of reinforced concrete beams. B. Provide hooked rod to concrete reinforcement section for inserts carrying pipe over 4 inches. C. Where concrete slabs form finished ceiling, provide inserts to be flush with slab surface. D. Where inserts are omitted, drill through concrete slab from below and provide thru-bolt with recessed square steel plate and nut recessed into and grouted flush with slab. 3.02 PIPE HANGERS AND SUPPORTS A. Support horizontal piping as follows: Single Thickness Maximum Spacing Nominal Rod of Insulation Ferrous Copper Pipe Size Diameter Shield Piping Tubing 3/4"& Under 3/8" 16 gauge 6' 5' 1" 3/8" 16 gauge 7' 6' 1-1/4" 3/8" 16 gauge 8' 8' 1-1/2"&2" 3/8" 16 gauge 9' 8' 2-1/2"&3" 1/2" 12 gauge 12' 8' 4"&5" 5/8" 12 gauge 14' 8' B. Install hangers to provide minimum 1/2 inch space between finished covering and adjacent work. C. Place a hanger within 12 inches of each horizontal elbow. D. Use hangers with 1-1/2 inch minimum vertical adjustment. E. Support horizontal cast iron pipe adjacent to each hub, with 5 feet maximum spacing between hangers. F. Support vertical piping at every other floor. Support vertical cast iron pipe at each floor at hub. G. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers, H. Support riser piping independently of connected horizontal piping. END OF SECTION 15140 SECTION 15260 - PIPING INSULATION PART 1 - GENERAL ,1.01 WORK INCLUDED A. Piping insulation. B. Jackets and accessories. PART 2 - PRODUCTS 2.01 INSULATION A. Type A glass fiber insulation; ANSI/ASTM C547; "K" value of .24 at 75 degrees F; noncombustible. 2.02 JACKETS A. Interior applications 1. Vapor Barrier Jackets: Kraft reinforced foil vapor barrier with self-sealing adhesive joints. 2. PVC Jackets: One piece, premolded type. 3. Canvas jackets. UL listed treated cotton fabric, 6 oz/sq yd. 2.03 ACCESSORIES A. Insulation Bands: 3/4 inch wide; 0.015 inch thick galvanized steel, stainless steel. 0.007 inch 0.18 thick aluminum. PART 3 - EXECUTION 3.01 PREPARATION A. Install materials after piping has been tested and approved. 3.02 INSTALLATION A. Install materials in accordance with manufacturer's instructions. B. Continue insulation with vapor barrier through penetrations. C. In exposed piping, locate insulation and cover seams in least visible conditions. 0. On insulated piping with vapor barrier, insulate fittings, valves, unions, flanges, strainers, flexible connections, and expansion joints. E. Provide an insert, not less than 6 inches long, of some thickness and contour as adjoining insulation, between support shield and piping, but under the finish jacket, on piping 2 inches in diameter or larger, to prevent insulation from sagging at support points. Inserts shall be cork or other heavy density insulating material suitable for the planned temperature range. Factory fabricated inserts may be used. Insert shall extend around bottom 120 degrees of pipe barrel and shall be included inside vapor barrier jacket where applied. See section 15140 for shields and hangers. F. Neatly finish insulation at supports, protrusions, and interruptions. G. Jackets. 1. Indoor, Concealed Applications: Insulated dual - temperature pipes or pipes conveying fluids below ambient temperature shall have vapor barrier jackets, factory -applied or field -applied. Insulate fittings, joints, and valves with molded insulation of like material and thickness as adjacent pipe, and finish with glass cloth and vapor barrier adhesive. 2. Indoor, Exposed Applications: For pipe exposed in mechanical equipment rooms or in finished spaces, insulate as for concealed applications. Finish with canvas jacket; size for finish painting. Do not use PVC jackets. INSULATION PIPING PIPE SIZE THICKNESS (inch) (inch) Domestic Hot Water Supply all 1/2" Domestic Hot Water Recirculating all 1/2" Chrome Plated Piping to Plumbing Fixtures none END OF SECTION 15260 SECTION 15410 -- PLUMBING PIPING PART 1 -GENERAL 1.01 WORK INCLUDED A. Pipe and pipe fittings. B. Valves C. Sanitary sewer piping system. D. Domestic water piping system. 1.02 RELATED WORK A. Section 15050 - Basic Materials and Methods B. Section 15140 - Supports and Anchors C. Section 15260 - Piping Insulation D. Section 15430 - Plumbing Specialties E. Section 15440 - Plumbing Fixtures and Equipment 1.03 QUALITY ASSURANCE A. Valves: Manufacturer's name and pressure rating marked on valve body. PART 2 - PRODUCTS 2.01 SANITARY SEWER PIPING A. Cast Iron Pipe: ASTM A74, service weight. Fittings, cast iron. Joints, Hub -and -spigot, CISIP HSN compression type with ASTM C564 neoprene gaskets or lead and oakum B. Steel Pipe: ASTM A53 or A120, Schedule 40 galvanized. Fittings: Galvanized malleable cast iron drainage pattern. Joints: screwed. C. At contractor's option, and if allowed by the local authorities having jurisdiction, plastic piping may be used. D. PVC pipe: ASTM D2665 SC40. Fittings: PVC. Joints: ASTM D2855, solvent weld. 2.02 WATER PIPING A. Copper water tube (ASTM B88) type "L" above slab; type "K" below slab or below grade outside the building with wrought -copper (ANSI 816.22) or cast brass (ANSI B16.18) pressure fittings and alloy grade (ANSI/ASTM B32) 95TA lead-free solder joints. B. Copper water tube below slab or grade shall be protected against corrosion by coating or wrapping with an approved inert material. Joints below slab are not allowed. C. At contractor's option, and if allowed by the local authorities having jurisdiction, plastic piping may be used. D. All plastic piping shall be rated continuous service for 100 psi working pressure at 180 degrees F. and shall comply with ASTM/NSF-pw Standards 14 and 61. GO C E NOTES s z a .c a li t z J a a �1 0 0 0 0 1 6/26/98 155UE FOR PERMIT Rev. No Date Issue History H F'UGLEBERG KUCH ARCHI'I'EC`I's Orlando 2555 Temple Trail, Winter Park, Fl. 52769 (407) 629•-0595 I V cr CONSUL PING ENGINEERS 430 FAST WE SUITE 202 CAMR BEI13Y, FL 32707 PH: (4U111134-M JOB NUMBER 9M W E 5 T L A K E 6HK APARTMENT5 04/20/20 /9S SANFORD. FLORIDA 3643-00 5PECIFIGATIONS 5P-1 F 2 3 N1 1 v IR/ FIILF.9693SPI HAWDcAue: 121=1'-0' LMTP.oT.4/28/96 J 3 4 6 8 I � E. Piping above floor slab only: E. Install piping to allow for expansion and contraction B. Extend cleanouts to finished floor or wall surface. 1.04 DELIVERY, STORAGE AND HANDLING: % CPVC-HCWD, CTS, SDR-11, rigid (ASTM D-2846) plastic pipe without stressing pipe, joints, or connected equipment. Lubricate threaded cleanout plugs with mixture of with solvent cement socket welded type pressure fittings. graphite and linseed oil. Ensure clearance at cleanout A. Deliver products to site under provisions of Section F. Provide clearance for installation of insulation and for rodding of drainage system. 15010. F. Piping below floor slab or below grade outside the building: access to valves and fittings. CPVC sched. 80 rigid plastic pipe (ASTM F441) with sched. B. Store and protect products under provisions of Section 80 (ASTM F438) cement socket welded type pressure fittings. G. Encase exterior cleanouts in concrete flush with grads. 15010. Compression and crimp -style fittings or joints below slab G. Provide access where valves and fittings are not exposed. Maintain caps are not allowed. END OF SECTION 15430 C. Provide temporary inlet and outlet caps. H. Slope water piping and arrange to drain at low points. in place until installation. 2.03 NATURAL GAS PIPING A. Steel ( Pipe: (Exterior) ASTM A53 or A120, Schedule 40 black. 3.03 APPLICATION SECTION 15440 - PLUMING FIXTURES Ate EQUIPMENT 1.05 SUBMITTALS: P Fittings: ASTM A234, forged steel welding type, with A. See Section 15010 for information on submittals. ANSI/AWWA C105 polyethylene jacket or double layer, A. Install brass male adapters each side of valves in PART 1 - PLUMBING FIXTURES half -lapped 10 mil polyethylene tape. Joints: copper pips system. Sweat solder adapters to pipe. 1.01 GENERAL PART 2 d PRODUCTS ANSI/AWS D1.1, welded. B. Install gate, ball or butterfly valves for shut-off and E3 to isolate equipment, part of systems, or vertical A. All plumbing fixtures and their installation shall 2.01 RESIDENTIAL GAS WATER HEATER: : B. Polyethylene Pipe: (Exterior) ASTM D2513, SDR 11.5. Fittingsrisers. conform to the requirements of the applicable Plumbing ASTM D2683 or ASTM D2513 socket type. Joints: Fusion Code. A. Provide State, Smith, Lochinvar or equal, gas water heater of size as shown an drawings. welded. C. Install globe/ball/butterfly valves for throttling, C. Steel Pipe: (Interior) ASTM A53 or A120, Schedule 40 black. bypass, or manual flow control services. B. Exposed metal work shall be bright chrome -plated brass except as noted. B. Vertical storage type for 150 PSIG maximum working Fittings: ANSI/ASME B16.3, malleable iron, or ASTM A234, 3 04 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM pressure. forged steel welding ty e. Joints: Screwed for pipe two C. All fixtures shall be by the same manufacturer. inches and under: ANSI�WS D1.1 welded, for pipe over two inches. A. Prior to starting work, verify system is complete, C. Glass lined welded steel tank, thermally insulated with flushed and clean. 1.02 MANUFACTURERS: 2" thick glass fiber; encased in corrosion -resistant steel jacket; baked -on enamel finish. 2.04 DIELECTRIC CONNECTIONS steel threaded end, B. Ensure PH of water to be treated is between 7.4 and 7.6 A. American Standard, Crane, Kohler, Eljer, Briggs, Halsey A. Union with galvanized or plated s to by adding alkali (caustic soda or soda ash) or acid Taylor, Oasis, Bemis, Elkay, or equal. SEE NOTES ON D. Automatic water thermostat and built in gas pressure copper solder end, water impervious isolation barrier. (hydrochloric). DRAWINGS, regulator with externally adjustable temperature range from 120 to 170 degrees F, cast iron or sheet metal 2.05 GLOBE VALVES AND GATE VALVES C. Inject disinfectant, free chlorine in liquid, powder, burner, safety pilot and thermocouple. C table or gas form, throughout system to obtain 50 to BO PART 2 -PRODUCTS A. Up to 2 Inches: Bronze body, rising stem and mg/L residual. E. Welded steel water connections with external threads handwheel, inside screw, renewable composition disc, and dip tube, drain valve, high density magnesium solder screwed ends, with backseating capacity. 2.01 Provide fixtures and trim where specified on drawings. anode and temperature and pressure relief valve. Use / D. Bleed water from outlets to ensure distribution and test for disinfectant residual at minimum 15 percent of dielectric unions to connect to copper water piping. 2.02 Products listed in schedule on drawings shall determine B. Over 2 Inches: Iron body, bronze trim, rising stem and outlets. quality and grade required. If other than those listed handwheel, OS&Y, plug -type disc, flanged ends. in schedule are to be used, equal or parallel grads F. Provide ASME, Watts 3/4" type 100XL combination E. Maintain disinfectant in system for 24 hours. shall be used. temperature and pressure relief valves. 2. 06 BALL VALVES F. If final disinfectant residual test less than 25 mg/L, PART 3 - INSTALLATION 2.02 RESIDENTIAL ELECTRIC WATER HEATER: A. Up to 2 Inches: Bronze/Stainless steel body, stainless repeat treatment. steel ball, teflon seats and stuffing box ring, lever handle and balancing stops/solder/threaded ends/with G. Flush disinfectant from system until residual equal to 3.01 Install such fixture with traps, easily removable for A. Provide American Water Heaters, State, Smith, Lac tnvar or g servicing and cleaning. equal, electric water heater of size as shown on drawings. union. that of incoming water or 1.0 mg/L. 3.02 Provide bright chrome plated flexible supplies to B. Automatic, electric, vertical storage type with B. Over 2 Inches: Cast steel body, chrome plated steel END OF SECTION 15410 fixtures with wheel handle stops, reducers and two (2) elements, one upper and one lower, ball, teflon seat and stuffing box seals, lever handle escutcheons. 150 PSIG maximum working pressure. Elements are or gear drive handwheel for sizes 10 inches and over, to be interlocked so that lower element operates at low flanged. SECTION 15430 - PLUMING SPECIALTIES 3.03 All wall -hung fixtures shall be furnished with water temperature, For temperature maintenance and carriers. recovery lower element is off and upper element 2.07 SWING CHECK VALUES PART 1 -GENERAL operates. 3.04 Work shall be accurately laid out and roughed -in so A. Up to 2 Inches: Bronze 45/22 degree swing disc, 1.01 WORK INCLUDED that all piping will be straight and true without bends C. Glass lined welded steel tank, thermally insulated with solder/screwed ends. and offsets and no such bends and offsets will be 2" thick glass fiber; encased in corrosion -resistant A. Water hammer arrestors. acceptable unless they are unavoidable and are allowed steel jacket; baked -on enamel finish. B. Over 2 Inches: Iron body, bronze trim, 45/22 degree by the Architect. E. Automatic water thermostat with externally adjustable swing disc, renewable disc and seat, flanged ends. B. Hose bibbs hydrants. 3.05 Seal fixtures to wall and/or floor surfaces with temperature range from 120 to 170 degrees F, flanged or 2.08 WATER PRESSURE REDUCING VALVES 1.02 RELATED WORK sealant, color to match fixtures. screw -in nichrome elements, enclosed controls, electrical junction box and over temperature cutoff at E A. Up to 2 Inches: Bronze body, stainless steel and A. Section 15140 - Supports and Anchors 3.08 If fixture mounting surfaces do not allow mounting to 210 degrees F. thermoplastic internal parts, fabric reinforced be level and plumb, surfaces are to be grounded smooth B. Section 15410 - Plumbing Piping. and flat. F. Welded steel water connections with external threads diaphragm, strainer, threaded/and single union/double and dip tube, drain valve, high density magnesium anode union ends. and temperature and pressure relief valve. Use C. Section 15440 - Plumbing Fixtures and Equipment. PART 4 - DRAINS dielectric unions to connect to copper water piping. B. Over 2 Inches: Cast iron body, bronze fitted, 4.01 All drains shall be constructed of the finest quality elastomer diaphragm and seat disc, flanged, cast iron, coated with the manufacturer's standard G. Provide ASME, Watts 3/4" type 100XL combination PART 2 - PRODUCTS protective paint and furnished with all items specified temperature and pressure relief valves. 2.09 RELIEF VALVES and shall conform to Local and State Plumbing Code. 2.01 WATER HAMMER ARRESTERS 2.03 DIAPHRAGM - TYPE EXPANSION TANKS: A. Bronze body, teflon seat, steel stem and springs, A. Engineered water hammer arresters shall be the Mini- 4.02 Exposed metal work shall be bright chrome plated brass automatic, direct pressure actuated, capacities ASME Rester as manufactured by Sioux Chief Mfg. Co. except as noted. A. Construction: Welded steel, tested and stamped in certified and labeled. Arresters shall be of the piston type with a seamless accordance with Section 8D of ANSI/ASME Code; supplied type L copper chamber and have a 60 psi air charge 4.03 All drains shall be as manufactured by Josam, Wade, with National Board Form U-1, rated for working above a three o-ring piston. Units shall be certified Zurn, or approved equal. pressure of 125 psig, with flexible EPDM diaphragm 2.10 GAS COCKS and sized by PDI-WH2O1, approved by ASSE-1010 and carry sealed into tank, and steel legs or saddles. an unconditional lifetime warranty. Arresters shall be 4.04 SEE SCHEDULE ON DRAWINGS Manufacturers: Amtrol or State for portable water. A. Up to 2 1Z" Inches: Bronze body, bronze tapered plug, installed per manufacturer's installation instructions. non -lubricated, teflon packing, threaded ends. SEE DRAWING NOTES. END OF SECTION 15"0 END OF SECTION 15450 PART 3 - EXECUTION 2.02 HOSE BIBBS/HYDRANTS SECTION 15450 - DOIiESTIC WATER HEATERS A. Bronze or brass, replaceable hexagonal disc, hose 3.01 PREPARATION thread spout, chrome plated where exposed to PART 1 - GENERAL v interior/and to exterior with vacuum breaker in A. Ream pipe and tube ends. Remove burrs. /Bevel plain conformance with ANSI/ABBE with 1.01 WORK INCLUDED: SECTION 15622 - SPLIT SYSTEM AIR CONDITIONING UNIT end ferrous pips. B. ANSI/ASSE 1019; non -freeze, self -draining type with A. Water heaters, gas/electric. PART 1 - GENERAL B. Remove scale and dirt, on inside and outside, before chrome plated/polished bronze/wall plate/lockable assembly. recessed box hose thread spout, removable key, and 1.02 SEE DRAWINGS FOR FURTHER CONDITIONS, REQUIREMENTS, AND 1.01 WORK INCLUDED � vacuum breaker. SCHEDULES. C. Prepare piping connections to equipment with flanges or A. Air Handling unit (AHU). unions. 1.03 QUALITY ASSURANCE: PART 3 -EXECUTION B. Condensing unit (GU). 3.02 INSTALLATION A. Insure products and installation of specifled products are in conformance with recommendations and C. Refrigerant piping. A. Provide non -conducting dielectric connections wherever 3.01 PREPARATION requirements of the following organizations: jointing dissimilar metals. D. Controls. A. Coordinate cutting, forming and roof or floor National Sanitation Foundation (NSF). B. Route piping in orderly manner and maintain gradient. construction to receive drains to required invert American Society of Mechanical Engineers (ASME). 1.02 WARRANTY elevations. National Board of Boiler and Pressure VesselInspectors C. Install piping to conserve building space and not (NBBPVI). A. Provide five year warranty on compressors. interfere with use of space. 3.02 INSTALLATION AND APPLICATION National Electrical Manufacturers' Association (NEMA). Underwriters Laboratories (UL). D. Group piping whenever practical at common elevations. A. Install specialties in accordance with manufacturer's American Gas Association (AGA). H instructions to permit intended performance. V PART 2 - PRODUCTS 2.01 GENERAL A. Provide upflow and horizontal type units with electric heating elements and electric refrigeration. Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to, the following: Trone, Carrier, McQuay, First, Arcoaire. B. Provide self-contained, packaged, factory assembled, pre -wired AHU consisting of cabinet, supply fan, electric heat, controls, air filter, refrigerant cooling coil and CU containing compressor, condenser coil and condenser fan. C. Cooling coils, fan, and heating coil shall be factory assembled. This assembly (the AHU) shall be capacity and efficiently rated with the CU in accord with 607, 1. ABC, 3. 1 of the 1993 Energy Efficiency Code for Building Construction, Florida. 2.02 FABRICATION A. Air Handling Unit 1. Cabinet: Provide painted steel cabinet, vertical type. 2. Circulating Fans: Provide units with double inlet aluminum centrifugal blowers, belt driven or direct connected to resiliently mounted, PSC motor with built-in over -load protection. 3. Air Filter: Provide one inch throwaway type filters and one set of extra filters. 4. Electric Heating Coils: U.L. listed for use with AHU. Shall be helically wound open coil, be of hydronic type finned -tube construction with resistance elements inserted in tubes, or be spiral sheath type. Units shall be factory wired with unit mounted heat switch, magnetic contactors, high temperature cutout safety control, and fan override thermostat. 4. Hydronic Heat: Provide items necessary to recover heat from the domestic water heater: copper coils, in -line circulating pump, check valve, air purge valve. Items shall be listed for use with potable water. 5. Refrigerant Coils: Solid copper tubing with aluminum fins and fed with Refrigerant 22 through capillary restrictor and no -frost full capacity control. B. Condensing Unit 1. General: Air cooled condensing units shall be factory -assembled into a weatherproof cabinet with common base size. Standard operating range 10 to 120 degrees F outdoor ambient. Filter drier shall be factory installed. All models shall be CSA and UL approved and comply with ARI Standard 210, national rating standard of the Air Conditioning and Refrigeration Institute. 2. Casings: Shall be 18-gauge zinc- coated steel, phosphatized, painted with epoxy resin primer (exterior surface) and finished with acrylic top coat. Removable panel shall allow access to all components and connections. Die -formed mounting rails shall be integral part of unit base. Provide drainage holes in base pan of all units. 3. Condenser Fan: Shall be aluminum aerodynamic design, statically balanced. Provide direct - drive, heavy-duty, permanently lubricated motors with built-in thereto -overload protection. Fan/motor support shall be mounted to cabinet top. 4. Compressor: Shall be hermetic or semi- hermetic type. Provide internal spring isolation and two -stage sound muffling. Provide winding thermostat and current overload device coupled with pressure limiting valve. Internal protection devices shall provide protection for motor overload, locked rotor, extreme voltage supply, excessive winding temperatures, extreme pressures, loss of refrigerant charge and compressor cycling. Off cycle crankcase heater shall be included. 5. Coils: Shollbe solid copper or aluminum tubing with aluminum fins or spines. Factory connections for field piping shall be copper. 0 NO NOTES 0 v L 2 U U, v a 0 U v v s 0 M v U 0 N a C U .0 a N U_ ILI v a 0 D0 U .a N 0 T N a 0 U s Y v L2 a n O v 0 E c 0 v v V 0 Vj W r 0 C 2 - Lv 4 Z 1 6/26/95 I55UE FOR PERMIT Rev. No pate Issue History FUGLEBERG KOCH ARCHITECT'S OT I and0 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 V' �""C®NSUL�TING ENGINEERS 0EAST SEM()PAN SUTE 202 CASSH.BEAflY, FL Y-7707 PH 14" W-M JC® NUM6ER 9M Dr. GHK a, GHK q'W E 5 I L� A E K CHK A P A R T M E N T 5 04/20/98 H 5ANFORP. FLORIDA Date Pro,. 3643-00 S� CI ICAif®N5 5P-2 i 3 4 5 6 a ii FILE; 9S935p2 FLOTBC&F; 12'=V-0' [AeTPLOT:40/98 NOTES A C E is HI C. Refrigerant Piping 1. All refrigeration piping shall be Type ACR hard or soft drawn copper tubing and shall be precapped, precleoned and dry nitrogen charged at the factory. This piping shall be capped throughout the construction to prevent any foreign materials from entering the piping. Fittings shall be wrought copper solder joint type. Dry nitrogen shall be bled through piping while joints are being brazed. Joints shall be as follows: Copper to Brass - Silver Solder. Copper to Copper - Silfos. 2. Joints: Copper tubing connections shall be made up with 95/5 tin antimony solder or silfos, in accordance with the recommendations of the manufacturer or as specified hereinafter. 3. Insulation For Refrigerant Piping: Armstrong Armaflex insulation 1/2" thick with fittings covered with mitered sections of Insulation and sealed with 520 adhesive. All insulation on outdoor installation shall be additionally protected with two (2) coots of Armaflex vinyl -lacquer type finish. 4. Insulation For Condensate Drain Lines: All horizontal runs above slab and all drain lines in unconditioned spaces shall be insulated as specified in 3 above. PART 3 ® CONTROLS 3.01 THERMOSTAT A. Provide thermostat with automatic heating/cooling selection and fan on/off/auto switch. Thermostat shall be one stage cooling and one or two stage heating as required. 3.02 SEQUENCE OF CONTROL A. On a call for cooling, thermostat shall cycle compressor on and energize the AHU fan motor. B. Heat Pump: On a call for heating, thermostat shall cycle on the compressor and AHU fan motor for first stage heating. If further heating is required, thermostat shall cycle on the electric resistance heating coils. C. If heat pump cycle is not provided, thermostat shall cycle AHU fan and electric resistance heating coils, with staging as shown on drawings. D. Provide flow switch in supply air plenum that will not allow electric resistance heaters to be energized until air flow is proven. 3.03 FIRESTAT A. Provide firestot in main return air stream of each AHU delivering 2000 CFM or more, and as required by code. Install upstream (prior) to outdoor air intakes. B. Firestat shall disable the AHU in the event of excessive temperature in the ducts. C. Firestat shall be equal to Honeywell model L4029E1011. SECTION 15660 - AIR DISTRIBUTION DEVICES PART 1 - REGISTERS, GRILLES, DIFFUSERS, AND LOUVERS 1.01 Furnish and install where shown on drawings all registers, grilles, diffusers and louvers in accordance with the tabulation in the schedule on drawings. 1.02 Provide accessories and modifications as indicated in schedule notes. 1.03 Manufacturer listed in schedule is for design selection only. Registers, grilles, and diffusers as manufactured by Air Mate, Krueger, Titus, Carnes, Metalaire or approved equal will be accepted. END OF SECTION 15660 SECTION 15870 - POWER VENTILATORS PART 1 - GENERAL 1.01 WORK INCLUDED A. Roof exhaust fans. B. Wall exhaust fans. C. Ceiling exhaust fans. 1.02 RELATED WORK A. Section 15890 - Ductwork. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Carnes, Greenheck, Penn, Broan, Nutone or approved equal. 2.02 ROOF EXHAUST FANS A. Centrifugal or Axial Fan Unit: V-belt or direct driven, with spun aluminum/galvanized steel prefinished in baked -on enamel/fiberglass reinforced plastic housing; resilient mounted motor; 1/2 inch mesh, 16 gage aluminum birdscreen; square base to suit roof curb with continuous curb gaskets. B. Roof Curb: Self -flashing with continuously welded seams. C. Disconnect Switch: Factory wired, non -fusible, in housing for thermal overload protected motor. D. Backdraft Damper: Gravity activated, aluminum multiple blade construction, felt edged with nylon bearings. 2,03 WALL EXHAUST FANS A. Centrifugal or Axial Fan Unit: V-belt or direct driven, with spun aluminum housing; resiliently mounted motor; 1/2 inch mesh, aluminum bird screen. B. Disconnect Switch: Factory wired, non -fusible, in housing for thermal overload protected motor. C. Backdraft Damper: Gravity activated, aluminum multiple blade construction, felt edged with nylon bearings. 2.04 CEILING EXHAUST FANS A. Centrifugal Fan Unit: V-belt or direct drive, with galvanized steel housing lined with 1/2 inch acoustic insulation, resilient mounted motor, gravity Backdraft damper in discharge. 8. Disconnect Switch: Factory wired, non -fusible, in housing for thermal overload protected motor. C. Grille: Molded white plastic or aluminum with baked white enamel finish. D. Speed Controller; Solid State. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Secure roof exhausters with lag screws to roof curb. END OF SECTION 15870 SECTION 15890 - DUCTWORK PART 1 - GENERAL 1.01 WORK INCLUDED A. Low pressure ducts. B. Insulation. 1.02 DEFINITIONS A. Duct Sizes: Inside clear dimensions. For lined ducts, maintain sizes inside lining. PART 2 -r PRODUCTS 2.01 MATERIALS A. General: Non-combustible or conforming to requirements for Class 1 air duct materials, or UL 181. B. All duct material and covering shall have a flame spread rating of 25 or less and a smoke developed rating of 50 or less when tested in accordance with ASTM E84. C. Steel Ducts: ASTM A525 or ASTM A527 galvanized steel sheet, lock -forming quality, having zinc coating of 1.25 oz. per sq.ft. for each side in conformance with ASTM A90. D. Fibrous Glass Ducts: UL 181; 1 inch thick minimum rigid glass fiber with aluminum foil; glass scrim and kraft or plastic jacket vapor barrier; minimum R - value of 6.0 at 75' F. R - value of 4.5 is allowed if duct is installed between floors or in mechanically cooled space. E. Flexible Ducts: Interlocking spiral of galvanized steel, or fabric supported on helically wound spring steel wire. Flexible ducts shall conform to UL 181. Working pressure up to 4" W. G. Maximum velocity. Maximum length per run shall be 20 feet. F. Insulated Flexible Duct: Flexible duct wrapped with flexible glass fiber insulation, enclosed by seamless aluminum pigmented plastic vapor barrier jacket. G. Fasteners: Rivets, bolts or sheet metal screws. H. Sealant: Non -hardening, water resistant, fire resistive, compatible with mating materials; liquid used along or with tape, or heavy mastic. PART 3 - INSTALLATION 3.01 LOW PRESSURE DUCTWORK A. Fabricate and support in complete accordance with SMACNA Low Pressure Duct Construction Standards and ASHRAE Handbooks, latest editions, except as indicated. Provide duct material, gages, reinforcing, and sealing for operating pressures indicated. B. Size round ducts installed in place of rectangular ducts in accordance with ASHRAE table of equivalent rectangular and round ducts. No variation of duct configuration or sizes permitted except by written permission. C. Construct T's, bends and elbows with radius of not less than 1-1/2 times width of duct on centerline. Where not possible and where rectangular elbows are used, provide turning vanes. D. Increase duct sizes gradually, not exceeding 15 degrees divergence wherever possible. Divergence upstream of equipment shall not exceed 30 degrees; convergence downstream shall not exceed 30 degrees. E. Provide easements where low pressure ductwork conflicts with piping and structure. Where easements exceed 10 percent duct area, split into two ducts containing original duct area. F. Connect flexible ducts to metal ducts with draw bands or adhesive plus sheet metal screws. G. Use crimp joints with or without bead for joining round duct sizes 8 inches and smaller with crimp in direction of air flow. 3.02 FIBROUS GLASS DUCTS A. Fabricate and install in accordance with SMACNA Fibrous Glass Duct Construction Standards 5th Edition 1979, latest edition, except as indicated. B. Machine fabricate fibrous glass ducts and fittings. Make only minor on site manual adjustments. C. Staple duct joints and seal with fabric and mastic. D. Do not use fibrous glass ducts within 12 inches of electric or fuel fired heaters. 3.03 Locate ducts with sufficient space around equipment to allow normal operating and maintenance activities. 3.04 During construction, provide temporary closures of metal or taped polyethylene on open ductwork to prevent construction dust from entering ductwork system. PART 4 - INSULATION 4.01 INTERNAL A. Glass fiber; ANSI/ASTM C553, 1.5 lb./cu, ft. minimum density. Rubber impregnated air side for maximum 4000 FPM air velocity. Minimum R -value of 6.0, unless duct is installed in mechanically cooled space or between floors, in which case the R -value may be 4.5. R - values are to be determined at 75'F. Provide with foil scrim facing. 4.02 EXTERNAL A. Flexible or rigid glass fiber; ANSI/ASTM C612 commercial grade. Minimum R -- value of 6.0, unless duct is installed in mechanically cooled space or between floors, in which case the R - value may be 4.5. R - values are to be determined at 75'F. B. Insulation material and jackets shall have a flame spread rating of 25 or less and a smoke developed rating of 50 or less when tested in accordance with ASTM E84, C. Adhesives: Waterproof fire -retardant type. D. Lagging Adhesive: Fire resistive to ASTM E84, NFPA 255, UL723. E. Impale Anchors: Galvanized steel, 12 gage, spot welded or self-adhesive pad. No anchors shall penetrate duct walls. F. Joint Tape: Glass fiber cloth, open mesh. G. Tie Wire: Annealed steel, 16 gage. 4.03 INSTALLATION - INSULATION A. Install materials in accordance with manufacturer's instructions. B. Exterior Insulation Application: C. Secure insulation with vapor barrier with wires and seal jacket joints with vapor barrier adhesive or tape to match jacket. D. Seal vapor barrier penetrations by mechanical fasteners with vapor barrier adhesive. E. Internal Application: Adhere insulation with adhesive for 100 percent coverage. Secure insulation with mechanical fasteners on 15 inch centers maximum on top and side of ductwork with dimension exceeding 20 inches. Seal and smooth joints. Do not use nail -type fasteners. Seal vapor barrier penetrations by mechanical fasteners with vapor barrier adhesive. F. Ductwork dimensions indicated are net inside dimensions required for air flow. Increase ductwork to allow for insulation thickness. 4,04 INSULATION SCHEDULE A. Supply and return ducts shall be fibrous glass or shall be insulated. B. Outside air ducts shall be flexible or galv. steel, externally insulated to R - value of 4.5 (6.0 not required). C. Interior exhaust duct from toilet rooms and dishwasher shall not require insulation. D. Combustion air duct shall have external insulation with R - value of 6.0 minimum at 75'F. PART 5 5.01 All duct hangers in direct contact with galvanized duct shall be galvanized steel. 5.02 Duct hangers may be directly attached to ducts. Ducts shall be hung by angles or straps as detailed on drawings. Rods, straps or angles may be used in trapeze hangers. 5.03 Where trapeze hangers are used, the bottom of the duct shall be supported to angle sized as follows (for round ducts, the angle shall conform to the bottom 120 degrees of the duct): Diameter of Duct Width of Duct Bottom Angle Sizes 0" - 34" 0" - 30" 1" x 1" x 1/8" 35" & Larger 31" - 48" 1-1/2" x 1-1/2" x 1/8" 5.04 All hangers shall be sufficiently cross -braced to eliminate, in the opinion of the Architect, excessive sway. Wherever ductwork contains filter sections, coils, fans or other heavy equipment (excluding registers, grilles, diffusers, splitter dampers, etc.) such equipment shall be hung independently of the ductwork, with rods or angles of sizes adequate to support the load. 5.05 Duct hangers directly in contact with or directly attached to stainless steel ducts shall be stainless steel. 5,06 In the event ductwork interferes with suspended ceiling support hangers, provide cross members from hangers affected. These cross members shall be of reinforcing steel or furring channels and shall run under ductwork in questions from which additional ceiling hangers shall be supported. PART 6 - PERMITTED DUCT MATERIAL USAGE USAGE MATERIAL HVAC Supply & Return Fibrous glass duct, insulated gale. steel, or insutated flexible duct. Outside Air for HVAC Externally insulated galvanized steel. System Toilet Exhaust Galvanized steel, no insulation. Combustion Air Galvanized steel, externally insulated. Relief Air Fibrous glass duct, galvanized steel, or flexible duct. END OF SECTION 15890 SECTION 15895 - DUCTWORK ACCESSORIES PART 1 - GENERAL 1.01 WORK INCLUDED: A. Volume control dampers B. Backdraft dampers C. Air turning devices D. Flexible duct connections PART 2 - PRODUCTS 2.01 VOLUME CONTROL DAMPERS A. Fabricate in accordance with SMACNA Low Pressure Duct Construction Standards, and as indicated. Air Balance, Barber -Colman, Carnes, National Controlled Air, Ruskin, Cesco or approved equal. 8. Fabricate single blade dampers for duct sizes to 12 inch. C. Fabricate multi -blade damper of opposed blade pattern with maximum blade sizes 12 x 72 inch. Assemble center and edge crimped blades in prime coated or galvanized channel frame with suitable hardware. D. Except in round ductwork 12 inches and smaller, provide end bearings. On multiple blade dampers, provide oil -impregnated nylon or sintered bronze bearings. E. Provide locking, indicating quadrant regulators on single and multi -blade dampers. Where rod lengths exceed 30 inches provide regulator at both ends. 2. 02 BACKDRAFT DAMPERS: A. Dampers shall be Air Balance Vent Cock, Anemostat, Ruskin Cesco or approved equal. B. Gravity backdraft dampers, size 18 x 18 inches or smaller, furnished with air moving equipment, may be air moving equipment manufacturers standard construction. C. Fabricate multi -blade, parallel action gravity balanced backdraft dampers of 16 gage galvanized steel, with center pivoted blades of maximum 6 inch width, with felt or flexible vinyl sealed edges, linked together in rattle -free manner with 90 degree stop, steel ball bearings, and plated steel pivot pin; adjustment device to permit setting for varying differential static pressure. 2,03 AIR TURNING DEVICES: A. Air turning vanes shall be Barber/Colman, Tuttle and Bailey, Anemostat, Metalaire or approved equal. 8. Multi -blade device with blades aligned in short dimension; steel or aluminum construction; with individually adjustable blades, mounting straps. Provide in all square turns. 2.04 FLEXIBLE DUCT CONNECTIONS: A. Shall be vent fabric 6" Ventglas, Anemostat, Barber/Colman or approved equal. B. Fabricate in accordance with SMACNA HVAC Duct Construction standards 1st Edition, 1985. C. UL listed fire -retardant neoprene coated woven glass fiber fabric to NFPA 90A, minimum density 20 oz per square yard, approximately 6 inches wide, crimped into metal edging strip. PART 3 - EXECUTION 3.01 INSTALLATION A. Install accessories in accordance with manufacturer's instructions. 8. Provide balancing dampers at points on low pressure supply, return, and exhaust systems where branches are taken from larger ducts as required for air balancing. C. Provide backdraft dampers on exhaust fans or exhaust ducts nearest to outside and where indicated. D. Provide flexible connections immediately adjacent to equipment in ducts associated with fans and motorized equipment. Not required with fibrous glass ducts. END OF SECTION 15895 IE 1[ ■[ 61 )1 01 F l H U I 1 1 6/26/98 155UE FOP, PERMIT 1 iRev. I No I Oat,, Issue History ek -FrUGLEBERG KOGH ARCHITECTS Or1wndo 2555 'rernple Trail, Winter Park, FI. 32769 (407) 629-0595 K CONSULTING ENGINEERS 4W EAST SEMORAN M 202 CAMIBBR, FL M07 PH; (4071934-7900 i rJ06 NUMBER 9M U1E51'LAKE APAR7MEN1'5 SANFORp. FLORIDA Dr. GHK C;HK , . GHK 04/20/98 3643-00 1 2 J It .r �I S W 0 5PECIFICATION5 FILE: 9893sp3 5F_3 rear 6CALE; 12' = _ 0' tier PLOT: 4/28/98 2 3 6 1 8 9 10 A S C E DIVISION 16 - ELECTRICAL 2.06 SWITCHES SECTION 16000 - ELECTRICAL WORK ORAL PROVISIONS A. Provide silent type standard grade 15 amp, 120V for all single pole, double pole, three-way and four-way PART I - GENERAL switches. 1.01 DESCRIPTION OF WORK 2.07 LIGHTING FIXTURES A. Provide all labor, materials and equipment for a A. Fixture schedule shows required type of fixture only. complete and operating electrical system. Determine modifications required to make fixtures suitable for ceilings as installed, and furnish B. Codes and Standards: All electrical work shall be in fixtures adapted to the ceiling used. Fixtures shall strict compliance with OSHA requirements, the 1996 be U.L. approved. This contractor shall protect the National Electrical Code, the local county electrical fixtures and lamps and shall replace broken parts. All code and Power Company standards. All materials shall lenses and louvers in any area shall be cleaned after be new and free from defects, and shall bear the all trades have completed their work in that area. Underwriters' label for its intended use. Provide new lamps for oil lighting fixtures. C. Permits, Fees and Notices: Secure and pay for all 2.08 BALLASTS required by the work of this Division. Provide final inspection certificate(s) as applicable. A. Ballasts for fluorescent fixtures shall be Underwriters' Laboratories Class P, high power factor, D. Contractor shall thoroughly investigate site before rapid start type with CBM approval where applicable. bidding. No changes will be allowed in contract price Ballasts shall be "A" sound rating except where this for work required to comply with existing conditions. rating is not available (e.g., ballasts for High Output Lamp,) in which case the rating shall be the best E. Workmanship shall meet N.E.C.A. guidelines. available. All fluorescent ballast shall be the energy saving type. F. If, through errors or omissions, the intent of 2.09 METERING EQUIPMENT Architect/Engineer with regard to any detail is not clear, or is capable of more than one interpretation, A. Multi -metering equipment shall be Square-D wall mounted such matters must be brought to the attention of the Architect/Engineer in writing before the submission of EZ Meter -Pack or manufactured by G.E. or Westinghouse. bids, and the Architect/Engineer shall make correction All components shall have been tested and Underwriter's or explanation in writing. Otherwise, no extra charge Laboratories listed for use as an integral part of the will be allowed for the work or material which the multi metering system. Architect/Engineer will require, provided that it comes B. All components shall be factory assembled and all within a reasonable interpretation of the Drawings and Specifications. current -carrying parts shall be plated bus bars. Individual units shall be constructed with an integral G. The plans and specifications are intended as a general sliding bolt assembly for a completely bussed meter description of the work to be performed. All items not center. specifically mentioned or shown, but necessary for the C. Meter sockets shall be 4 jaw non -circuit closing type completion of the installation , shall be furnished and installed by this Contractor. This Contractor shall with fifth jaw provisions when used on network systems. thoroughly acquaint himself with the Mechanical, Sockets shall be rated as noted on the drawings. Meter Architectural, Structural and Electrical plans before socket jaws must be spring reinforced and front submitting his final bid. No additional compensation removable. will be allowed due to the Contractor's failure to familiarize himself with the plans. D. Main fusible switch and meter -breaker components shall � be of such design to permit arrangement to allow wiring 1.02 SUBMITTALS at the top or bottom in the some assembly. Equipment shall be so arranged as to permit the installation of Submit five (5) copies of technical information on all units with different branch ratings in the same meter major equipment in binders. Mark-up prints of the center. design drawings with red pencil as items are installed, and submit two copies showing an accurate "As --Built" E. The meter center shall be U.L. listed with an record of the entire system. Give the Owner integrated equipment rating equal to or greater than instructions in operation of the system. Secure from the available current at the meter center (minimum of the Owner a signed memo stating that technical 42000 AMP at 240 volt). Obtain approval and coordinate information, as -built drawings and instructions in short circuit current with power company for metering operation have been received. Submit memo to the equipment. Architect. PART 2 - PRODUCTS 2.10 LOADCENTERS A. Shall be load centers Square-D Type QO or equal units 2.01 CONDUIT manufactured by G.E. or Westinghouse. Main ratings and A. All wires shall be concealed in conduit, (1/2" min.) branch circuit breaker ratings shall be of size and including grounding wires. When conduit is located number as indicated on drawings. Load centers shall be below slab on grade or underground, it shall be PVC plug -on type construction. All current carrying parts Schedule 40 (3/4" min.). Provide all empty conduits of the bus assembly shall be plated. Terminals for with pullwires. EMT and ENT may be used where feeder conductors to mains and branch neutral shall be permitted by code. Conduits shall be sized per N.E.C. U.L. listed as suitable for the type of conductor specified. The load center bus assembly shall be enclosed in a steel cabinet. The size of the wiring 2.02 CONDUCTORS gutters and gauge steel shall be in accordance with A. All conductors shall be copper (#12 min), THHN/THWN U.L. standards No. 67 and No. 50. Fronts shall include insulation. Comply with the N.E.C. Articles 300 and door and be provided with a directory for circuit 310. All conductors shall be new, free from kinks and identification (typewritten). Load center boxes and other defects when installed. Where local authorities fronts shall have corrosion resisting phosphate permit, aluminum conductors may be used for service p treatment and baked -enamel finish. Loadcenters shall entrance and panel feeders as indicated on riser be U.L. listed and meet Federal Specification WP-115a diagrams. as Type 1, Class 2. B. NM cable may be used instead of wire in conduit for all B. Branch circuit breakers up to 150 amperes shall be branch circuits within the living units where permitted Square-D Type 00, Q1, or approved equal. All breakers by local authorities. shall be plug -on type, toggle action with quick -make, quick -break mechanism. All multi -pole breakers shall C. SER cable may be used instead of wire in conduit for be single -operating handle, common -trip variety. tenant panel feeders from the meter'center where permitted Circuit breakers shall be U.L. listed and meet the by local authorities and indicated on drawings. requirements of Federal Spec, WC-3758, Class 1. 2.11 SERVICE ENTRANCE EQUIPMENT 2.03 SUPPORTS A. Meter Sockets: Provide meter sockets which comply with A. Provide all supports for material and equipment, requirements of the Power Company supplying electrical power to service -entrance equipment of this 2.04 COVER PLATES building project. A. All plates shall be white plastic. B. Obtain installation requirements from power company and be governed accordingly. Coordinate locations of stub ups and routing prior to installation. Relocate 2.05 RECEPTACLES equipment improperly installed due to lack of coordination at no additional cast. A. Provide standard grade 15 amp, 2 pole, 3 wire, with back and side wiring capability and suitable for split C. Surge Arresters: Furnish and install main secondary circuit operation. service surge arresters on line side of the main switch. Arrester shall be 3-pole, with 650 volts maximum rating. Arrester shall permit a maximum B. Ground Fault Interrupter: Provide "specification discharge voltage of 2.2 KV at a 1.5KA current level. grade" duplex receptacles, ground fault circuit Unit shall be sealed in an extruded aluminum housing, H interrupters (GFI), feed-thru type, capable of complete with 18 inch copper wire leads and mounting protecting connected downstream receptacles on single bracket. Arrester shall be Joslyn No. J9200-9 or circuit, grounding type UL rated Class A, 20 amperes approved equal. rating, 120 volts, with solid state ground fault sensing and signaling, 5 milliamperes ground fault trip level; and equip with local test/reset buttons. 2.12 DISCONNECT SWITCHES 6. Provide an approved digital communicator to transmit the fire alarm and supervisory signals to A. Shall be general duty safety switches with 100,D00A a central station. The digital communicator shall short circuit rating, and shall be listed in accordance be UL and FM listed for fire reporting to a with U.L. 98. The cover shall be interlocked so that central station and shall conform to the the door cannot be opened with the handle in the "on" requirements to NFPA 71. position, except by the intentional operation of a concealed release (defeater) mechanism. Provide 7. Fire Alarm Systems wiring: alarm initiating fusible switch for A/C units as per U.L. listing and circuits shall be 16 AWC stranded or larger, with local code requirements. Provide dual element, time 7 stands (maximum), or 14 AWG solid. Alarm delay fuses in all fusible switches. indicating circuits shall be 14 AWG solid or larger. Install per manufacturers wiring 2.13 ELECTRIC MOTOR AND EQUIPMENT WIRING diagrams. A. Provide a complete branch circuit wiring, starter and 8. Provide surge protector on all FRCP power circuits disconnect switch for all motor driven equipment. When and all communications lines between buildings motor driven equipment is provided with a "package" as recommended by the equipment manufacturer. control panel which includes starter, this contractor will not provide starter. Motor connections shall be made with flexible conduit. D. SCOPE: B. Starters shall be all of one manufacture: G.E., 1. Provide a fire alarm control panel in each building Westinghouse, Square-D or I.T.E. Provide an overload to monitor pull stations ans sprinkler system tamper element in each phase. and flow switches. Each control panel shhll have a communications card installed to communicate with 2.14 TELEPHONE PREWIRING DACT at the clubhouse. A. Provide all necessary wiring,boxes, and related 2. Provide the digital communicator for monitoring accessories required by local telephone company for of fire alarm control stations at the clubhouse. complete prewired unit installation of telephone service to telephone company interface. 3. Route 3/4" conduit and communication wiring between buildings so that an alarm signal from any building 2.15 TELEVISION RECEPTION PREWIRING will activate the digital communicator at the clubhouse. A. Provide all necessary wiring, boxes, and related 4. Digital communicator shall notify independent accessories required for complete prewired installation monitoring company and fire station. This signal of television reception service to each unit. will shall precisely identify the address and number of building in distress. 2.16 RESIDENTIAL UNIT SMOKE DETECTORS: A. Shall be photo -electric type with local alarm suitable 2.18 CONTROL WIRING for 120VAC operation. Smoke detectors shall be interconnected so that activation of a single detector A. For HVAC systems control, wiring shall be 18 AWG shall alarm all detectors within that living unit. (minimum), stranded. Thermostat interconnections to All detectors shall have battery back-up feature. main thermostats or control unit shall be 18 AWG, 3 strand (minimum). Thermostat wiring to dampers or to unit controllers shall be 18 AWG, 5 strand (minimum). 2.17 FIRE ALARM SYSTEM PART 3 - DECUTION A. Fire alarm system and its components and system operations shall also meet the approval of the local 3.01 APPARATUS IDENTIFICATION fire department. A. Ponelboard, circuit breakers in panelboards, motor B. FUNCTIONS disconnect switches, starters and other apparatus used for the operation or control of, circuits, appliances 1. Upon actuation of any manual alarm station or or equipment shall be properly identified by means of automatic alarm initiating device they shall engraved laminated plastic descriptive nameplates illuminate the zone LED at the control panel and mounted on the apparatus using contact cement. remote annunciators. Cardholders in any form are acceptable in the living units. a. Operate all audible and visual alarm signals. 3.02 GROUNDING b. Audible devices must notify building occupants in accordance with ANSI S3.41, "AUDIBLE A. A separate grounding conductor, sized in accordance EMERGENCY EVACUATION SIGNAL". with NEC Table 250-95 shall be provided in the conduit with the circuit conductors for all lighting, power and C. Have provisions to transmit fire alarm signal feeder circuits. to the local fire department via telephone lines. B. All electrical equipment enclosures and conductor enclosures shall be grounded. 2. It shall be possible to silence the alarm signals before operating the reset switch by depressing 3.03 INSTALLATION: the signal silence switch. However, with the signals silenced subsequent zone alarms will A. The Contractor shall adapt his work to job conditions respond to the signals. and make such changes as required and permitted by the Architect, such as moving his work to clear beams, 3. Power failure, opens, grounds or any joists, and adjusting his risers or other apparatus to disarrangement of system wiring or components avoid interferences with windows and openings: or shall be indicated by a visual and audible trouble raising or lowering his work to permit the passing of signal at remote annunciators and the fire ductwork or the work of other trade: all as required or control panel. The trouble signal may be as job conditions dictate, without any additional costs silenced, but the trouble light must remain to the Owner. illuminated until the system has been returned to normal, at which time the trouble signal shall B. Examine areas and conditions under which work is to be resound until the trouble silence switch has been performed and products are to be installed and notify returned to the normal position. General Contractor in writing of conditions detrimental to proper and timely completion of the work. Do not C. EQUIPMENT proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the 1. Fire alarm annunclator panel and control panels Installer. shall be located as indicated on the drawings. C. Do not allow or cause any of the work of this division 2. Provide a minimum of one zone for each floor. or cause other divisions of work to be covered up or Provide additional zones as required for fire enclosed until it has been inspected, tested and protection tamper and flow switches. approved by the Architect and by all other authorities having jurisdiction. 3. Fire alarm horn/light units shall be surface mounted with red finish or stainless steel trim. D. All switchboards, panelboards, transformers, switches, Light lens shall be silk screened with the word outlets, coverplates, signs, lighting fixtures, and any "FIRE" in red lettering. and all other electrical equipment provided shall be thoroughly cleaned of all dirt, oil, concrete, etc. 4. Pull stations shall be non -coded, manually Any dents, scratches or other visible blemishes shall operated, single action with break glass rod. be corrected and the appearance and corrosion Provide weatherproof covers for all pulistations resistance of the equipment made "like new", to the exposed to rain. satisfaction for the Architect/Engineer. 5. Residential unit horns shall be flush mounted in a E. Perform all adjustments necessary to ensure proper single gang box with a red finish. system operation in accordance with manufacturer written instructions. END OF SECTION 16000 NOTES 41 a L a .a L y a a S r a 0 0 _ 0 0 I (M(M8 155UE FOR PERMIT Rev. No Date Issue History 0 FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, winter Park, Ff. 32789 (407) 629-0595 H `/ C®NSULIINC ENGINEERS 430 EAST SEWN U.M 202 CASSs BERRY, FL U707 PH: (4" W4--M ___.UMBER 9 M W G T L A K a. GHK %� t (� E GHK GHK A R I M E N T$ Data 04/20/95 FLORIDA Rol 3�43-00 5PECIFICATION5 I 5P-4 6 7 8 9 10 FILE; 98935p4 M_oT ecALF; 12' =1'-0' IAT PLOT; 4/28/95 2 4 5 6 7 S q I f E r G E F G H in — SANFORD, F IDA ��®NT ����ZeCI ALE: NONEPRESENTATION ELEATION ONLY (RE: ll) DRAWIN� INLDEX AO.01 COVER SHEET AND DRAWING INDEX CAF3ANA - 5UILDING 202 CLUBHOUSE - E3UILDING i A1,01 ARCHITECTURAL 51TE PLAN (CLUE3HOU5E5) 252,01 CAE3ANA - FOUNDATION 4 FRAMING FLAN IP,01 CLU5HOU5E - FLOOR PLAN - PLUM51NG 4 RISERS — -- 1M,01 CLUBHOUSE - FLOOR PLAN - HVAC CLUBHOUSE - BUILDING 201 2A2,01 CAE3ANA - FLR, PLAN, ROOF PLAN, DR, 4 WIN, SCHED, 1M,02 CLUBHOUSE - SCHEDULES, NOTES AND DETAILS 152,01 CLUBHOUSE - FOUNDATION FLAN 2A3,01 CABANA - REFLECTED CEILIG PLAN 4 TOIL, ACCESS. IE,01 CLUBHOUSE - FLOOR PLAN - LIGHTING 152.02 CLUBHOUSE - GOOF FRAMING FLAN 2A4,01 NOT USED IE,02 CLUBHOUSE - FLOOR PLAN - POUJER 4 5Y5TEMS 2A5.01 CABANA - EXTERIOR ELEVATIONS, BUILDING SECTION _ IA2,01 CLUBHOUSE - FLOOR PLAN 24,01 CABANA - WALL SECTIONS IA3.01 CLUBHOUSE = REFLECTED CEILING PLAN 2A&.02 CABANA - WALL SECTIONS 4 DETAILS POOL CABANA - BUILDING 2 IA4,01 CLUBHOUSE - ROOF PLAN 2P,01 CABANA - FLOOR PLAN - PLUMBING 4 R15ER5 1A5,01 CLUBHOUSE - EXTERIOR ELEVATIONS COMMON 5 4 A SHEETS 2M.01 CABANA - FLOOR PLAN - HVAC IA5,02 CLUBHOUSE - EXTERIOR ELEVATIONS 52,02 COMMON (STRUCTURAL) DETAILS 2E,01 CABANA - FLOOR FLAN - ELECTRICAL IA(o.01 CLUBHOUSE - FALL SECTIONS 52.03 COMMON (STRUCTURAL) DETAILS IA6,02 CLUBHOUSE - WALL SECTIONS 4 DETAILS ATOI DOCK, WINDOW 4 MISCELLANEOUS DETAILS COMMON MPE SHEETS - 1A-1,01 CLUBHOUSE - DOOR AND WINDOW SCHEDULES E.00 ELECTRICAL SCHEDULES, NOTES, AND 5iMB0L5 IAa,01 CLUBHOUSE - TOILET ACCE550RIE5, INTER, ELEVATIONS P,02 PLUMBING SCHEDULES, NOTES AND DETAILS 5P1 MPE SPECIFICATIONS 5P2 MPE SPECIFICATIONS - -® t 51`3 MPE SPECIFICATIONS SP4 MPE SPECIFICATIONS -T- mC i 01 NOTES S YYM B O LS K E Y OOM TITLE �� ROOM TARGET FIRST DIGIT REPRESENTS FLOOR LEVEL. REMAINING DIGITS REPRESENT I w "' J ROOM NUMBER 01 THRU 55 DOORS LABELED BY NUMBER OF �✓ DOOM JYMPOL SPACE INTO WHICH DOOR SIDINGS, FOLLOWED BY LETTERS IN ALPHABETICAL SEQUENCE. <6> INDOW SYME30 LIMBERED BY TYPES. GRID LINE A, B, C, ETC., IN ONE DIRECTIONt I, 2, 3, ETC, IN THE OTHER. TARGET LOCATIONS OFF MAIN GRID NOTED A.2, 4.1, ETC. TITLE — I7F'�tZ NO.—DF;airj TITLE SWT TITLE MAJOR BLDG, SECTION DETAIL N0. Wv x INDICATES DIRECTICN OF DETAIL CUT AND/OR LOCATION. SHEET ON WHICH DETAIL 15 DRAWN. PARTIAL SECTION DETAIL x REFERENCE PARTITION SECTION xx ARTITION TYPE x INTERIOR x x ELEVATION Y x `-DIRI_CTION a VIEW. GENERAL — NOTE NUMDER�L ,NOTE U—�---LOCATION OF NOTE APPLICATION, A T I% L MERNOTE -'—NOTE NUMBER _ LOCATION CF TE APPLICATION. , I z : t S y 4 a �i f a c a e c c c 'd S C C C v N C„ N W Z� F x z U _ a cuo Q 2 1/9/98 BIDDING 6/29Q PERMIT Rev. No Date 159ue Kutary el FuGLEBERG KoCH ARCHITECTS OTland o 2555 Temple Trail, Winter Perk, Fl. 32789 (407) 629-0595 .., WE5TLAKE Or. MK9 � MUG APARTMENTS MUK SNAFORD, FL Oita JUNE 1998 Raj. 3643-�01 COVER 5HEET 4 DRAWING INDEX 40.0I Y a a FILE: COVER.D116 PLOT 6CALEc 129 z V -0' L47 M.OT: i 3 4 5 6 1 8 9 10 NOTES A s 0 l✓ ©■ FI GI CODE 5UMMAY APPLICABLE CODES: 01. STANDARD BUILDING CODE,1991 EDITION 02.5TANDARD MECHANICAL CODE,1991 EDITION 03.5TANDARD PLUMBING CODE, 1991 EDITION 04, NATIONAL ELECTRIC CODE,1991 EDITION 05.5TANDARD GA5 CODE,1994 EDITION 06.5TANDARD FIRE PREVENTION CODE, 1994 EDITION 01, NFPA 101, LIFE SAFETY CODE,1994 EDITION 0a, F 5.16023 (10), THE FAIR HOUSING ACT 09. CITY OF 5ANFORD - LAND DEVELOPMENT REGULATIONS APARTMENT5: OCCUPANCY (CHAPTER 3) RE51DENTIAL - MULTIPLE DWELLING5 TENANT 5EPARATION (PER 104.3 AND TABLE 104.1) BUILDING LIMITATIONS (CHAPTER 5) 1. MAXIMUM HEGHT 2, MAXIMUM NO, OF 5TORIE5 3, AREA: MULTI -STORY (PER FLOOR) CONSTRUCTION TYPE (CHAPTER 6) , PPC1WITPC;T[JRA1 SITP PLAN L 0 T 27 GROUP R2 I HOUR 50 FT. ALLOWED (45.3 ACTUAL) 3 STORIES ALLOWED (3 STORIES ACTUAL) 21,000 5Q, FT. ALLOWED (1a,243 50. FT. ACTUAL WOR5TCA5E) TYPE Yl, I-HR PROTECTED, SPRINKLERED N 0 T F I F T H P L A T T E D S T R E E T (30' R/W) S M I T H C A N A L L 0 T 28 pm NOTE - NATCqING INDICATE& 3-5TORY FIRE PROTECTION REQUIREMENT5 (TABLE 600) TWO/THREE STORY I -HP, PROTECTED 1. PARTY AND FIRE WALLS N/A CL.UBHOU5E / CABANA 2. INTERIOR BEARING WALLS I HR. OCCUPANCY (CHAPTER 3) GROUP A2, SMALL A55EM5LY 3. INTERIOR NON -BEARING PARTITIONS (PER 102.2.2.4 NR CON5TRUCTION TYPE (CHAPTER 6) TYPE Vl, . �uIVPROTECTED, ' :5PRINKLERED Q AND 102.3.3) I 4. COLUMNS I HR. ALLOWABLE HGHT5. d BLDG. AREA5 (TABLE 500) MAX. NO.5TORIE5: I 5. 5EAM5, GRIDER5, TRU55E5 AND ARCHE5 I HR. MAX, AREA: 4,500 SQ. FT. 6. FLOOR/CEILING CONSTRUCTION I HR, 1. ROOF/CEILING CONSTRUCTION 1 HR INTERIOR FINISH CLA51FICATION (TABLE W3.3) a 8. EXTERIOR BEARING WALL5 GROUP A2, UN5PRINKLERED/UN51PRINKLERED: I-HR. PROTECTED .(CABANA) U HORIZONTAL 5EPERATION: EXIT5 A/B 0 TO 3 FT, 1(0%) EXIT ACCE55 A/C OVER 3 FT, TO 10 FT, 0(2051.) OTHER 5PACE5 B/C OVER 10 FT, TO 20 FT. 0 (40%) FIRE5TOPPING PER 5ECTION 105.3 AND2301.1 OVER 20 FT. TO 30 FT. 0 (60%) DRAFT5TOPPING PER SECTION 105.2 AND 2305.2 OVER 30 FT. I (NL) 9. EXTERIOR NON -BEARING WALLS HORIZONTAL SEPERATION: 0 TO 3 FT. HOW OVER 3 FT, TO 10 FT, 0 (20%) OVER 10 FT. TO 20 FT. 0 (40%) OVER 20 FT. TO 30 FT. 0 (60%) OVER 30 FT, I (NL) 1Y til tlo la ■E ■C _BUILDING NUMBER -BUILDING TYPE \ nil A UNIT ,AND %ILDING SUMMARYN Ci C UNIT NO. OF UNIT TOTAL: TYPE UNIT5 A/C - S.F. A/G - S.F. UNIT "A' I BORM, / I BATH 12 651 5F. 46,a12 S.F. UNIT "BI" 16DRM. / I BATH 20 134 S.F. 14,680 S.F. UNIT 'B2H I BDRM. / I BATH 20 835 5.F. 16,100 5F. UNIT 'CI" 2 BDRM. / 2 BATH 10a 994 5F. 101,352 5.F. UNIT 'C2" 2 BDRM, / 2 BATH 19 1,096 5F. 86,5a4 5F. UNIT 'DI' 3 BDRM, / 2 BATH 40 1,269 5F. 50,160 5F. UNIT 'D2' 3 BDRM. / 2 BATH 40 1,351 5.F. 54,280 5.F. a. w 0 J N m n tl •n L' E V tl .o V TOTAL. TOTAL. 319 311,22a S,F, q tl NO. OF G.S.F. PER TOTAL., BLDG'S BLDG, G.5,F. BLDG. TYPE I NO, OF UNIT5: 41 g ist, FLR 10,243 5F, 2nd. FLR 1a,243 5.F. 3&a,184 3rd. FLR. 12031 S.F. TOTAL G.S.F. = 45,523 BLDG. TYPE II NO, OF UNIT5: 26 2 lst. FLR. 11,950 S.F. 2nd, FLR. 11,950 5.F, 62,440 3rd. FLR. 1,320 S.F. TOTAL G.5F.: 314220 TOTAL: TOTAL: U tl Q 10 450,624 PARKING: /1 a IBR Units 112 x 2 -- 224 5pace5 25R Units IaO x 2 = 360 5pace5 tl v 0 3BR Units aO x 2 160 Spaces a Y 144 5pace5 Required for Housing Units f 105 5 ace5 provided in Garages ro 6 a ReFer Civil Engineering Plan For Parking Layout. y C V V N C v C O . L O C G C N E 7 G O G N LN F- V G U w S L� -- U X U W H nj 2 1/9/9a BIDDING Al Rev. I No Date Issue History el FUGLEBERG KOCH ARCHITECTS OTlando 2555 Ternple ('rail, Winter Park, FI. 32789 (407) 629-0595 ,j cf� at UJESTLAKE APARTMENTS SANFOf2D, FL Mw< M"K omJUNE 1995 r+a.3643- DI ARewiEcTuRAL SlfiE CLAN (CLUPH0U5E5) ___m 41.01 eIG�, 211 AI01 m oT ecAm 12' = V - 0' LAST el..or: � '|� ��� -- - '-'------- ------------ - -- - -�7� ----------------'�- -- ------ � � \ / ~ x I I i C P. i 1 2 3 in � Ifs) NOTES HB ASSOCIATES, INC. I I 1 ICI STRUCfURAL/CIVIL ENGINEERING 990 LEWIs DRIVE (407) 740-5444 WINTER PARK, FLORIDA 32789 FAX (407) 740-7900 Q 2 1/9/98 5IDDING (o/29/98 PERMIT Rev, No Date Issue History 0 FuGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 wE5tAKE �pARl, CR,TM E N T 61- /��� () I f—tl I�O {�, �k� Dr, SPU a, H5 AR-1- NI5 1Q_ Paia 199V _—JUNK Rol. g8'll�a C-LU5H- OU 5-E ROOF FRAMIN6 �l=,�N 15 2.02 2 3 4 5 C, 7 :a Q a 101 H AE E F X H H3 51M. (NO PORCH) 1Q50 112'-5 3/4' 6'-1 1/2, 21'-4 1/4' ■ 1 24'-0' 36'-6' 24'-0' 9' 5'-I01/Z' - - - - - - - ■ -- 9' 12'-0' 12'-0' II'-8' 9' il'-8' II'-8' 9' 12' 0' 12'-0' 9' I I 20'-0" CLEAR INSIDE I (� COLUMN - TYP, - -------------- -__._..._-_..._..__r_.._._--._.._....- ----------------- -I i _ _ _ _ I 91M. A60 ARCHWAY/6ULKHEAD -TYP. I PH L -_- ----_----- R00F_LINE ABOVE_______....__ _ i _ ■ I r E1,A A � ■ ® ■ CONC. WALKWAY I (RE: GEN. NOTE 6) ■ EAw5l> 664'-Il' I I -� a I I 1--o--5' X 6' ' EVEL' ZONE IN FRON OF DOORS r 2 6r I J . - Lu R�cCUT�,�L RECESS FLOOR SLAB TO RECEIVE 25/a" THICK WOOD L- ■ 0 I 21 I ■ I 20 � ■ METAL 21 ■ 0'I VEND':- I I I FLOOR SYSTEM (RE: STRUCT.) THR)wS. --- +36" @ ■ GNTR C �.Ll -GONTROC -JOIN -(C. Jr) - YP. CI LPASS WINDOW ■ I N I MET II C. JT. +42" i � CNTR i I +36"1� GNTR N RANGElid ZIPTHRES. I W/ HOOD I ------_ _� --- . ... .� ., . I W N5 E Ip -------- I A80 I MEN 2 .sr I T31" I101 IWQ i I _-- METAL TNR1=5 I I G. JT. E xE Rc 15E 24'-o' GREAT ROOM 35'-6' e KITCHEN SINK DISP. o al-4 -101/2 ____________� i REF/FRZR ` C. JT. I I To 1-1 CUPOLA CENTERED ON ROOF RIDGE IN CUPOLA I - - II ABOVE WALL CAB. - . I • a ----r -- I a ° "' CONC. WALKWAY (RE: GEN. NOTE 6) - --- --_-flL r ■ I I I I I I I I 14 FEC oM �S _ � . �� (02�Njg10t METAL $ t 77L--4 I THRES c. JT. 6 WIDE X CONT. GNTR I \ �I I TYP. i 5 X 5 LEVEL ZONMETAL S I ' ■ 14-1 Ve' .....SCREENED I ®� I coNF. PERIM. VENT CUPOLA CEILING °� '- COMPUTER t, -_ ' --5 �- . i ° \ o ° ° IN FRONT OF DOORS�IN -_TYP-------- I SLOPE %"/FT. - TyF, METAL THRES. METAL 10 - _THRES. IN DORMER16 TN s. r I � I I 1 CONC. WALKWAY' 1 O ABOVE ■ G5 B L I NOTE: (RE: GEN. NOTE 6) ,' �i u BULKHEAD � I M� c N � TYP. I' ED 1A80 I6 . I ` � (DI RE: SHEET lA8.01 I ABOVE WORK ROOM 1 t I I FOR TOILET W. I_ - 2-b -���' ---- - - =_ ---------- LINE ABOVE - ' ___ - - -� I 14 12 5-18' W. SHELVES e 15 O. C. 11 \, P o ' OMEN--_-- �' '-- ACCESSORIES _ _ C. JT.- c.- I` ROOF Q I4 D O 3'-15'- 3/4' R3/ R5 RD �3 4" CONC. A50 FEC I SIDEWALK 9' Zo -11/2' A61A I 6'-11/2' 6'-11/4' 6'-1112' 9'-0' 1� 14 CORR. TAL T RES. I R�c�PrloN a�3 01 ® O FG j 9LOPE!78"/FT"/FT. MANAGER M E c N 1 I 09 T METAL THRES.ODA RD I �X� I I M�411 0 i +-� ROOM �' I ELEc ®� ■ I ---_ _ -- A --_ _-■ Q----- I �, i ------ -A --------■ ----- A ------ J - N3 1'-I' SIM, <r ff V~ a r F CO p R y II E- 0 ---..._........--.--------- ROOF LINE ABOVE 10" 4 COLUMN ON PEDE5TAL BASE ARCHWAY/BULKHEAD - TYP. 9' 15'-0' 9' 5'-0. 10'-0' 5'-0' 5'-9' 16'-6' 5'-9. 5'-0' 10'-01 5'-0' PLAN NORTH 29'-1 1/4' 20'-0' _ 260 -- 20'-0' 91'-1 1/4' E6 --T 17T z FLOORPLAN H� _ to SCALE: 1/4' = 1'-0 0 0 pal Es 0 E F H NOTES KEY NOTES: 01. SLOPE FLOOR TO FLOOR DRAINS (RE: PLUMBING). 02. PROVIDE EXHAUST FANS THAT HAVE A MINUMUM CAPACITY OF 2 CFM PER SQFT. OF RESTROOM AREA (RE: MECHANICAL). 03, TYPICAL COLUMN FOOTING - THICKENED 6LA13 EDGE RE: STRUCT.). 04. NOT USED. 05. NOT USED, 06, PULL -DOWN ATTIC ACCE55 HATCH a 22' X 34'. 01. HI -LOW BARRIER -FREE E. W. C. (RE: PLUMBING) 08. MAILBOXE5 - VERIFY SIZE 4 TYPE W/ OMER I-HR FIRE -RATED ROOM ASSEMBLY, WALL: GYPSUM ASSOC. NO. WP 3605 CON515TIN65 OF - _ I - LAYER 5ia" TYPE 'X GYPSUM WALLBOARD EACH SIDE 4 APPLIED PARALLEL WITH OR AT RIGHT ANGLES TO 2 X STUD W/ 6d COATED NAILS,1'/a"L., 0.0915" SHANK, 1/4" HAED6,1" 0. C. STAGGER JOINTS EACH SIDE. CEILING TO HAVE 2 LAYERS Na" TYPE 'X' 10. PROVIDE A MIN. OF 30" X 48" CLEAR FLOOR SPACE (A5 INDICATED) CENTERED ON SINK. 11. PROVIDE SOLID BLOCKING FOR GRAB BARS WHICH ARE 70 BE MOUNTED 33%36" A.F.F. 12, PROVIDE A PUBLIC TELEPHONE W/ A COIN SLOT MOUNTED LOWER ON THE EQUIPMENT TO ALLOW UNIVERSAL INSTALLATION AT A HEIGHT OF 48 " OR LESS TO ALL OPERABLE PARTS FOR ACCESSIBILITY. 13, NOT USED, 14. 6EMI-RECE56ED FIRE EXTINGUISHER CABINET (FEC) - MOUNT tv 48" TO CENTERLINE OF DOOR PULL, 15. NOT USED 16. 36" MOP/BROOM HOLDER. 11. 60" m WHEELCHAIR TURNING SPACE, GENERAL NOTES: I, TYPICAL ROOM FINISHES: CEILINGS - PAINTED GYPSUM BOARD WALLS - PAINTED GYPSUM BOARD TOILETS - CERAMIC TILE FLOORS - GREAT ROOM - CARPET TOILETS - CERAMIC TILE MECH., ELEC., HWH - SEALED GONG. 2. AREA SUMMARY: 5,124 G.5F. TOTAL AREA UNDER ROOF - 1,598 G. S. R AREA UNDER A/C - 346 N. 5. F. 3. DIMEN51ON5 ARE GIVEN FROM FACE OF STUD 4 CENTERLINE OF OPENINGS, U. 0. N. 4, WALLS ARE 2 X 4 WOOD STUDS 0 16" 0. C., U. 0. N.: _ (PLUMBING WALL5 (51/2"): 2 X (o 6 16") (RACQUETBALL WALLS (11i4"): 2 X $ 9 12" 0. C.) DENOTES WALL INSULATION 5. INTERIOR CONCRETE FLOOR 5LA55 SHALL HAVE STEEL TROWEL FINISH, EXCEPT RE5TROOMS WHICH WILL BE TROWELED 4 SLIGHTLY SCARIFIED W/ LIGHT BROOM FINISH TO RECEIVE CERAMIC TILE. 6. EXTERIOR CONCRETE PORCH 5URI=ACES TO HAVE A LIGHT BROOM FIN15H W/ TEXTURE PERP. TO BUILDING, U. a N, 1 6/29/90 PERMIT v, No Dote la&ue History el FUGLEBERG KOCH .ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32769 (407) 629-0595 WL5TLQKE APARTMEN15 SANFORD, FL a MU1K ._. Muy, 01e JuNe 199O 3643-BI c�u�Nous� F1.00R PLAN IA2.01 s n z F 3 5 7 E; 0 N FILE: CLU520I.DUJG PLOT 6CALE: 12' z 1'-0' LA6T PLOT, FA F G N 10 1 2 3 9 10 FILE: CL.U5201.DU6 KOTSCALEt 12"=V-O' LA$TPLOT, 0 A J ct r O a N C1 C r V O X y� A N J O Cy N C O U C N i 'C i O N N O 0. R N L J O _c 7 U O .O N N N L 0 N c 0 �o U 4- tU O E 0 N C O N C O U O L C Q t!1 U� G O D NN N C C P O N O C V N L _u �U Q? Q N N L O C O N N U O U C L U O X O J 0 O a n. ti CT 0 C v s v C V N C W J U O v N d U G ti V _u L U 6 S U O X C7 m w 0 0 14 FILE: ULW:�4IJIVUXC PLOT SCALE, IL =1 -(U LAST PLOr, 1 2 3 4 5 6 i 8 9 lm 1 G It ;? O 1 6 9 10 NOTES t I F C L a a a a L a a 2 1/9/98 BIDDING 6/29/98 PERMIT Rev. No Date 6 Issue History el FUGLEBERG KoCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 UiL.J I LI�KI� Or. MKS MU,fC APARTMENTS a MWK SANFORD, FL Daw JUNE 1998 3643-0I c�u�wous� EXTERIOR 145.01 ELEVATION6. FILb CA5501 DWG PLOT 6CALE: 12' =1' -0' La9T FLOT, 0 i 2 3 4 5 6 9 10 A 5 G A 1 \r TRUSS BRG. CUPOLA SILL 23'-10" E E TRUSS BRG. 22'-8° 12 METAL FLASHING 13'-0' 6 4 COUNTER FLASHING TYP. CEILING LINE U TR.155 B%. TRU55 BRG. TK55 BRG, TR155 TOP OF COLUMN i RE5TRM. e RE5TRM.4 ACCE35.ACCESS. 51GNAGE ® 51GNAGE El Ell L�_.��ll l 0 OPEN TO ❑ ❑ ❑ MAIL ROOM - - ` WATER TABLE 21.011 yEAL D JOINT -TYP. \ FLOOR LINE *REF04.1 .EL RAISED '5TUCCO' DOOR TRIM - TYP. RIGHT 51DE.- ELEVATION E 5CALE: 1/4' - 1'-0 NOTE: RE: SHEET A5.01 FOR TYPICAL MATERIALS AND DETAIL NOTES. RE: SHEET A4.01 FOR GUTTER 4 DOWNSPOUT LOCATIONS. TRUSS BRG. � 29'4° TRU55 BRG. _ 22'.8" F 12 TYP. 6 CEILING LINE U U 16TUCCO' - TYP. METAL FLASHING t 1 TRUSS BR>'. 15' 0° COUNTER FLASHING - - TRUSS BRG, TOP OF COLUMN G TRUSS B% TOP OF COLUMN PO \�\ _ WATER TABLE 2'-0" LL J-F FLOOR LINE 0' 0" -- ,*REF. EL. N H5 LEFT 511E ELEVATION 5GA.E: 1/4' = 1'-0 /o P 10 A 17 I NOTES x 0 ." v 0 a N U SC U U t `a c li C 'c a a c n u c 4 c .t c t a f i c c S E i Z� /� - 0 — 0 _ 2 -1/9/98 BIDDING I 6/29/98 PRFMIT Rev. No Dote Issue History An FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Troll, Winter Pork, FI. 32789 (407) 629-0595 UJESTLAKE Dr. MKS MUK APARTMENi5 a Aix. _MWK SANFORD� �� Vale JUNE 1998 A,l. 3643-01 cLueHou5E EXTERIOR 1A5.02 ELEVATION5 FILE, GA55021AG MLOT SCALE: 12":: V - J' LAV FLOT: I It .• 1 2 3 4 10 NOTES SYMBOLS KEY A E a VOWITLE FIRST DIGIT REPRESENTS FLOOR RRGE DOM TAT LEVEL. REIIIANWi DIGITS REPRESENT 9 ROOM KMR 01 THRIJ 99 2 111r:S 1 DOORS LADELED BY NVIMR OF SPACE INTO WHICH DOOR 60 DOOR 6YMI3OL FOLLOWED 13Y LETTERS IN0 ALPHABETICAL 3EMENCE. WINDOW 5YMWL NMFW BY TYPES. A, 13, C, ETC, IN ONE PIRECTIONi GRID LINE 1, 2, 3, ETC, IN THE OTHER OFF MAN GRIP NOTED SANFO D9 F 0 IDA TARGET LOCATIONS A2,41, ETC. DR116 NO DKI TITLE 2 0 TITLE ('Al 11 MA"R KM 8EMON DETAIL NO. At DIRECTION OF E DETAIL alTAND/OR LOCATI SHEET ON WHICH i DETAIL 16 PRAiWK FARMAL 615aIGN DETAIL AIN REFERENCE E 0 10 0 WITION SECtION o ARTITION TYPE ®® ® ® ®® I 1 I A INTROR H +H 2K] ELEVAIM < > C �IRECTION OF VIEW. R GENERAL 101NOTE NIJIaR < 1�LOCATION OF 0 0 0 1 0 0 0 0 0 0 NOTE N01-F APPLICATION. 2 NOTE NIMR ©� MATERIAL fiH 11fl RE NOTE OOA LOCATION OF OTE APPLICATION. _LLJ ZK] IF M11 2 IMI! -- ii i wi - - -- -- -- - --- �� I I Y V) I-JTILJTY IMPACT FEES UTSIN U G L E iD 1A, ][-CHITE Orlando AN'Y G 1, � WITIH't�111 (Drfy 0 py, -n, A L L 0 0 E CT 10 1`,,G 1-0 VIAT E'r A N D A Vl _Tl AND REOURC, E: ij, u CITY SJAFF BE PRE,3"ENT. CALL (4C17)330-5G71 CALL 51D 5FT /2 /9 INDEX TO DRAWINGS AfRCHITECrURAL "ETS ARCHIM0'rURAL "ETS A1.01 WINDOW 4 DOOR DETAILS 4 .5CHEDULE5 E6.01 FLEGTRICAL 5CHr=DULE5 4 DETAILS AO.01 TITLE AND INDEX SHEET A2.01 5UILIDING3 TYPE - FIRST FLOOR PLAN r=6.02 ELECTRICAL RISERS F F A1.01 ARCHITECTURAL SITE PLAN A2.02 BUILDING TYPE I - SrC,0NF_) FLOOR PLAN A8.01 INTERIOR ELEVATIONS AND SCHEDULES - VILLAS A1.02 ENTRY WALL AND 6IGNAGE WALL SCHEMATIC A2.03 5UILC)ING TYPE I - THIRD FLOOR PLAN SP-1 M.E.P. 5PEC;1FIGATION5 LI.01 LANDSCAPE FLAN A2.04 BUILDING TYPE I - ROOF PLAN AF(o.01 FIRE RATED AeeEM15LIES 5f=-2 M.E.F. SPECIFICATIONS A2.05 5UILF-)ING TYPE 11 - FIRST r-LOOR PLAN AF6.02 THRU-PENETRATION FIRE8TOF 8YSTr=MS 5P-3 M.H.P. SPECIFICATIONS Rev. No pate lt;buu History $TRJCTURAI- $WEET$ A2.0(q BUILDING TYPE 11 - 6EGCND FLOOR PLAN 6F-4 M.E.F. ePEC-IFIGATIONe A2.01 5UILIDING TYPE 11. - THIRD FLOOR PLAN M.Er. SWEE're 61.01 GENERAL NOTE5, 5CHEIDULEe, TRU66 PROFILES A2.00 BUILDING TYPE 11 - ROOF PLAN V- �Ai ics'r 11-1 I H DA' GhYof sarifora CES P2.01 5UILIDING TYPr= I - PLUME3ING A PLANS ^mr-Model Codes in qff-ert. .SLL31LITYJ-^ St 52.01 FOUNDATION PLAN - BUILDING TYPE I A3.01 FLOOR 4 REFERENCE PLAN - UNITS A], 51, 4 52 P2.02 5U[L�DING TYPE11 - PLUMBING PLANS andard Building Code 1997 ed. ......... Stnnfl luffibinTe ard P, ode 1991ed. 62.02 FOUNDATION PLAN - BUILDING TYPE II 43.02 FLOOR 4 REFERENCE t=LAN - UNITS CI 4 C2 MUST MEET nonim standard Mechanical Code 1997 Pd FUGLEBERG KoCH ARCHITECTS P3.01 -PLUMBING Nmiojjat�nca�ode 1996 ed. A3.03 FLOOR 4 REFERENGE PI -AN - UNITS DI 4 D2 UNITS Al, 51, 52 1 PLANS ENER G Y C 0 D r-.q see City Code AmmoLuAgpITS e3.01 2ND 4 3RD FLR FRAMING FLAN - 5uiLE)iNr3 Typr= I A3.04 GARAGE UNITS C2 - FLOOR, PLAN P3.02 UNITS GI, C2, FD1, F_)2 - PLUMBING PLANS Accessibility Codes 1997 F1 Orlando 63.02 2MD 4 3RID FLR FRAMING/ROOF FRAMING; 5LF,)G TYPE 11 "FININSHEE) Fl OQR r7I 1=1/A-rI 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 ONS11 63.03 ROOF FRAMING PLAN - 5UILIDING TYPE I A4.01 BUILDING TYPES 1 4 11 - ELEVATIONS "All , "511 4 "C" F:II PLUMBING SCHEDULES AND_ lDrETAIL5 Must meet CRY codes for finished SANFORD BUILDING DEPT. THESE PLANS ARE ONDITIONALLY . ...... A4.02 E3UILDING TYPES 1 4 11 - ELEVATIONS "All 4 "5" FlI FLUM51NG DETAILS floor / slab elevations or pro i(fil ACCEPTED FOR PERMIT.REVIEWED A PFPM1TAND CI�qj IFn qHAI I M_- CONSTRUED TO BE A LICENSE TO PROCEED WITH elevations approved by city THE WORK AND NOT AS AUTHORITY TO VIOLATE. 56.01 SECTIONS AND DETAILS A4.03 NOT USED AND DR_ZS_T %_AIW_LL. A ASIDE ANY OF THE engineering dept. for SUbdivisi PRO�ISIONS OF THE TECHNICAL CODE.q. NOR SHALL SII ELEVATIONS AND DETAILS A4.04 NOT USED H3.01 UNITS A], 51, 52 - HVAC f=LANe ion '--' w-HICE OF A Przftr,Ij,' Fintvhm I I Hl- BUILDING e6.03- FOUNDATION eEGTION5 AND DETAILS A4.05 BUILDINGS SECTIONS - 5REEZEWAY H3.02 UNITS Cl, C2, F-)], F_)2 - HVAC PLANS elevations to prevent-00ding DEPT FROM THEREAFTER RE�OUIOING A CORREC- TIr)N ap: P.prjeiocz orj '171142 PI.Arl,181, -_8PIi5'rRIJCTj0N A4.0(o BUILDING SECTIONS - 2-eTORY OR OTHER VIOLATIONS OF THE Cucr.S, A4.01 STAIR SECTIONS 4 DETAILS Hro.01 HY-A-G. eCHEDULN-6 AND DETAILS `De:-c,-Vur-5 o o-I-s to-- Ice p A reds � \P, M5 44.00 5UILDING 5EGTIONe - 3 5TORY (3 WE5TLAKE`� HE2.01 5UILF-)ING TYPE I- HVAC 4 ELECTRICAL FLAN A P A R T M E IN T 5 HE2.02 5UIL�:)ING TYPE I - HVAC; 4 ELECTRICAL PLAN 6-26-90 AE�.O I WALL SECTIONS AND DETAILS H 6ANFORD. FLORIDA A X7 3643-00 46.01 STAIR PLANS AND DETAILS E3.01 UNITS Al, 51, 52 - ELECTRICAL PLANS- L___ 1 -.11 1 - TITLE 4 A(c,.02 STAIR SECTIONS AND DETAILS E3.02 UNITS C-1, C2, IDI, �)2 - ELECTRICAL PLANS E3.03 GARAGE ELECTRICAL PLAN INDEX AO,01 5HEET 1 2 3 4 5 (0 S g 10 FILE: 3643A00ID116 FLoT ecAL5: 12'fl'-O' LAST KOT. 6CP 01, 190ja 2 3 4 5 (0 1 8 9 10 NOTES A 5 P E F G H SCALE: 1" = 50' N O T P L A T T E D 15' to be Dedicated MODEL No. CLTL-M-FT-400-SMH-F Seminole County for Future di (AS MANUFACTURED BY LIGHTING SYSTEMS, INC.) (400 WATT METAL q 6' HIGH MASONRY WALL W/STUCCO HALIDE). (TYP) A- ! AND DECORATIVE COLUMN SEPARATORS wxr rrw.wrwx�wn+r�r+.wamairrx xrxxxnorxrw.s..r x,vxrxxxxxrrrxrrxrrurrx nwwnxxxxxfxMrxr S 89'S6'54" E I 120.82, (SEE CIVIL DWGS.) . ...... U1__......__. ...._._ ...__ _-. _._. _.. -._ __. -... -- •.-. _...__ ..- .-. ]7�1 .]ITFIFF1 Of FUtUfe R.G'.W.To be dedlvotedfTOT � I hI M N M �i i 25 I �S 89d56'54° E O � ` T \ V 56.46 236.57 62.00 122.00 N 200.61 62.OU 57.06 C'2 t 5' Sidewalk p WL o r TILLJT 1 ` 10' Buffer r 1 - - a 0 ,, L 101 I- \ 1 63 F Y to g56'54' - ��, L� t` , �2x 1 I FOR H.C. STRIPING S 89 d47'_53"W o0 f & SIGNAGE SEE 46�9 x x o�DETAIL (TYP) ELDERS I ROAD W ILL s� �F A\ z z L (T P) V 0 w o - o r Ruby 0 0 xX I Street 0 P 6 # N 89d"3J56'54" W s 62.00 Q u) \ 4 D/W ��o• R2 �° O° � 4' I 1 s• w ��a � _` �� ®� � 105 ��• R? 102 � N 00 ER 106 ( ..-.� RS-1) (III -------STOP SIGN 0 D/W 1 1�� 0 �\ STO(R1I 1) 1h b° �� NCO 12,020 S.F. ,a - Q l -- n� 0 1 !4" SOLID WHITE S rl P BAR 5' S 8 d47' "' CABAi�A �j WE S I ° 4, N 89d56'54" E `< N 89d56'54" E EAST i 82.05 14014Y F 105.02 ^' 105.02 POOL CLUBHOUSE FLOATING FOUNTAIN ``' > } 5653 S.F. �a. -�)� ° Gnu Q FLOATING FOUNTAIN i SEE SHEET M4.02 D SEE SHEET A1.02 I 4' DBL. YELLOWJ , T')� STOP 51 0 ::• .9' I I 0 04M - ! °j PARKING" - PSALA 103 I V51 V4 '{'`',I OAD W LL U) ...., GN _�-�42" ALUM. FE E C�1 IO(R1 i 1) n D/W �- O / 1 O x \ 24" SOLID WHITE (n n F THERMOP STIC 42" ALUMINUM FENCE �x �� « VV \ STOP BAR YP) D ;eminole Cou ity I ��a�1 9 108 A 1 109�hsao o I '1 N 89d56'54" W 05 R o 11 62.00 _ 1 1 N 8 4 ' s" ,,. o + CGARACE IN THIS 46.35 �' � ' \ �a 4i 3 k '�' LOCATION. O 20 f 5 BLPG. 106 1 - -I- - �" ONLYLO fll III \ to (o 18,363 S.F. (TYP) o ` o ----t, n r1 iLL rn �Rsao• Se in le G unty v°ooy I I". N 89d56'54" W 62A0 4 (D. O ` Q k h rn r7 0I to IL 8 O lLO M C l iJTFUTT 110 1 5' Buffer I 1 / R; STOP SIGN/BAR C1 w / € S 89d56'54" E TYPICAL AT 1 `o / 57.46 235.57 „;r 62.00 122.00 201.79 INTERSECTiONS); z 62.00 56.06 - �� 1 f {n 3 t 10 T N _ FT "N S AI TION 30.E N BMW w 1ZM5W - - - - �I WHEEL STOP (TYPICAL OF ALL SPACES) E I F T H S T R E E T (30' R /W) Buffer PARKING NOTE o HATCHING IND I CAT 5 3 - 5TORY S M I T H C A N A L FORTI®N5 OF 5ULDING 1 i APPLICABLE CODES: L O T 27 city of Sanford L O T 28 I FIRE PROTECTION REQUIREMENTS (TABU 600) TWO/THREE STORY 01. STANDARD BUILDING CODE, 1991 EDITION AG 1-HR. PROTECTED 02. STANDARD MECHANICAL CODE,1991 EDITION 03. STANDARD PLUM51NG CODE,1991 EDITION 1. PARTY AND FIRE WALLS N/A CLUBHOUSE 04. NATIONAL ELECTRIC CODE,1991 EDITION \ 2. INTERIOR BEARING WALLS 1 HR 05. STANDARD GAS CODE, 1994 EDITION OCCUPANCY (CHAPTER 3) GROUP A2, SMALL A55EM5LY 3. INTERIOR NON -BEARING PARTITIONS (PER 10222.4 Oro. STANDARD FIRE PREVENTION COpE,199 EDITION CONSTRUCTION TYPE (CHAPTER 6) TYPE VI, UNPROTECTED, UNSPRINKLERED 01. NFPA 101, LIFE SAFETY CODE,1994 EDITION AND 10233) NR ,n 08. F 5.16023 (10), THE FAIR HOUSING ACT 4. COLUMNS 1 HR II 09. CITY OF SANFORD - LAND DEVELOPMENT REGULATIONS 5. BEAMS, GRIDERS, TRUSSES AND ARCHES i HP, 6. FLOOR/CEILING CONSTRUCTION i HR INTERIOR FINISH CLA5IFICATION (TABLE 8033) APARTMENTS: I. ROOF/CEILING CONSTRUCTION 1 HR GROUP A2, UN5PRINKLERED: UNPROTECTED OCCUPANCY (58CCI CHAPTER 3) 8. EXTERIOR BEARING WALLS EXITS B HORIZONTAL SEPARATION: EXIT ACCE55 C RESIDENTIAL - MULTIPLE DWELLINGS GROUP R2 0 TO 3 FT. 1(0%) OTHER SPACES C TENANT SEPARATION (PER 1043) 1 HOUR OVER 3 FT. TO 10 FT. 1 (20%) SBCCI CODE REQUIRED BUILDING LIMITATIONS (PER TABLE 500 - CHAPTER 5) OVER 10 FT. TO 20 FT. 1(40%) FIRESTOPPING PER SECTION 1053 AND2301.1 OVER 20 FT. TO 30 FT. 1(60%) DRAFT5TOPPING PER SECTION 1052 AND 2305.2 I. MAXIMUM HEGHT 50 FT. ALLOWED (453 ACTUAL) OVER 30 FT. i (NL) N 2 MAXIMUM NQ. OF- STORIES EXTIERIC - 3. AREA: MULTI -STORY (PER FLOOR) 21,000 5Q, FT. ALLOWED (18,243 aQ. FT. ACTUAL UJORMAW HORIZONTAL 5EPARATION: CONSTRICTION TYPE (5BCCi CHAPTER (9) TYPE VI,1-HR PROTECTED, SPRINKLERED 0 TO 3 FT. 1 (0%) FIRESTOPPING PER SECTION 1053 AND2301.1 OVER 3 FT. TO 10 FT. 1(20%) DRAFTSTOPPING PER SECTION 1052 AND 23052 OVER 10 FT. TO 20 FT. 1(40%) OVER 20 FT, TO 30 FT. 0 (60%) 1(NL) 1 2 3 4 (0 1 S 9 10 A 0 UNiT AN[) BUIL[)N� 3U��AR% a UNIT NO.OF UNIT TOTAL: c o TYPE UNITS A/C - 13F. A/C - 5P. 13 m L 0 N U V v 4 u a U C U a v N W G .0 TOTAL: TOTAL: 319 312,348 S.F. E 0 "N NO. OF G.5.F. PER TOTAL: N BLDG's BLDG. G.S.F. G UNIT 'A' i BDRM. / i BATH 12 6515P. 46,812 5P. UNIT 'PI' BDRM. / i BATH 20 134 S.F. 1080 S.F. UNIT '52' i DPW. / i 13ATH 20 835 SP. 16,700 5F. UNIT '(;I' 2 DPW. / 2 BATH 108 994 51:. 101,352 5.F. UNIT 2 BDRM. / 2 BATH W 19 1,096 S.F. 86,584 S.F. UNIT 'Di' 3 BDR"l. / 2 BATH 40 1,2015.F. 48,040 5.F. UNiT 'D2' 3 BE)RM. / 2 BATH 40 1,303 51=. 52,120 S.F. BLDG. TYPE I 8 Ist. FLR 18,243 5Y. NO. OF UNITS: 41 2nd, FLR IN43 5.F. 380,104 3rd. FLR 12,031 S.F. TOTAL. G.5.F. = 48,523 BLDG. TYPE 11 2 16t. FLR 11,950 S.F. N0. OF UNITS: 26 2nd. FLR. 11,950 5F. 62,440 3rd. FLR 1,320 S.F. TOTAL G.5.F. = 31�20 TOTAL: TOTAL. V CL 10 45Ok24 ` O 15R Units 112 x 2 = 224 Spaces 2BR Units I81 x 2 = 314 Spaces v 38R Units 80 x 2 = 160 Spaces 158 Spaces Required for Housing Units Y v� 81 Spaces provided in Garages .6 Refer to Civ11 Engineering an For Parking Layout. Q Refer to Civil Engineering Plan for all Building Setbacks v E c 0 V L: V A C N E V O 'V N fE U z 0 W 0 h 0 x o ca c F A ua A Rev. I No I Date Issuo History FUGLEBE.RG KOCH ARCHITECTS IS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 w 5 I L A K E E aPART MEN r:� SANFORA, FLORIDA .-Dr. FKA oaa 6-26-98 3643-00 61TE PLAN A1.01 FILE: 3643A1Ol.DWG PLOT WALE: 12' =1'-0' LA5T PLOT: 5F:p 01, 1998 1 2 3 4 6 S 9 10 A E3 C D E G • 4 � -gyp A 6'.STUCCO, WALL . W/ VINES &..STONE COLUMNS s' �+ Signage (each side) _ _ --- - t� � /. • - ,j ai'ci `i T'r '�� "�''' e � c+ � `.�� q�(}� $ � �� t`•t � 4 r $� Q ('� ,S _ � 4 {$y �� �• �t l t . s' < �' '2),f �, ys �i' �) o�e�' $ • � rt' _ .. :• � • .I .mac- 1 Q 10 ' 20I-0" 20'-0" 40'-011 Portion angled @ 45 Upsalla Road, Screen Wall Elevation .No Scale T 1020' Rinehart Road Screen Wall Ele-vation No Scale 6' TRELLIS / LATICE WALL WITH VINE AND STONE COLUMNS .A -ND AN EVERGREEN HEDGE :PLA.NTED BEHIND. WALL i 40'-0" 1 401-01, i r r it c2 t t r 1W i �v v c5 .,' lY G � r � 1� L f �.• 1 • a FIELD si ✓ t p r r 1 �� r a >x� d� 7 � 1 Fc �1vM' t t r GAUGUIN SCRIMS INSTALLATION GUIDE J {�, s,., a r tt � • r _ 208/2.50 Volt, t Phase WFSC Age l7escriptiott: A center display it • �,� a WESCO (� featuring a cluster of smooth bore I; °T-' jets - gracefully surrounded by a 1 I T ring tiered display offering I sophistication to complement most Y �> e, y architectural surroundings. � ` ` 4 Al 1 IY l W i 4 � �d d O 11 w � , Model Height Spread F-1P Voltage Phase Lights Gauguin #3 .1 24' - 10' 3 208/230 l 3 - 200 W Gauguin #5 3 - 10' 24' 5 208/230 1 & 3 2 - 500 W 4 - 250 W Gauguin #7 35' - 12' 30' 7.5 208/230 1 & 3 2 - 500 W 4 - 200 W Gauguin #15 35' - 1S' 35' 15 2081230 3 2 - 500 W 4-200W a �Q�o o _ o ow a r� W • 4' minimum water depth requirement. a� " ' --- 1 . * Gauguin #3 - requires 3' depth w t • Roto-cast polyethylene flotation ring. I • All stainless steel frame and hardware. • Total stainless steel pump with overload protection. - Electrical control panel with 24 hour time clock and GFI pump and light d , i �= t _-_.__^ 6a a� circuit. Tr r--:-•-- _ ` — , a m V W W Standard Cable: I00 feet - Approved for submersible applications. 1 r " 9 I f ----- - -� • Option: Color lights and color sequencing - Wind control - Debris leaf n strainer basket Note: Floating fountains are not to be used wliere swimming or water sports are z allowed. A+ANUFAC,UPED BY u� WESCO FOUNTAINS,INC `/v.dOv. FlOtlpO . Floating Fountain Packagve,_ Information 6' STUCCO WALL W/ STONE COLUMNS AND VINES AA, ' +w,vw• st-011 WALKWAY It.O.W. / PROPERTY LINE EVERGREEN � HEDGE o,- 4 ' F } J h N 3 1 7 It < rr } , e i d � S w }. t: N 4 I AK'I'ICLE 680 T ftt ; SWIlVtIVI.ING POOLS FOUNTAIN 1. VV VV WES,CO..t 680-50 General. The provisions of Part E shall apply to all fountains as defined in Section 680-4. Fountains which have water corning to a pool shall comply with the pool requirements of this article. Exception: Self-contained, portable fountains no larger than 5 feet (1.52M) in any dimension are not covered by Part E. 680-51. Lighting Fixtures, Submersible Pumps, and Other Submersible Equipment. (a) Ground -Fault Circuit -Interrupter. A ground -fault circuit -interrupter shall be installed in the branch circuit supplying fountain equipment. Exception: Ground fault circuit -interrupters shall not be required fur equipment operating at 15 volts or less and supplied by a transformer complying with Section 680-5(a). (b) Operating Voltage. All lighting fixtures shall be installed for operation at 150 volts or less between conductors. Submersible pumps and other submersible equipment I shall operate at 300 volts or less between conductors. (e) Lighting Fixture Lenses. Lighting fixtures shall be installed with the top of the fixture lens below the normal water level of the fountain unless approved for above water locations. A lighting fixture facing upward shall have the lens adequately guarded to prevent contact by any person. (d) Overheating Protection. Electric equipment which depends on submersion for safe operation shall be protected against overheating by a low-water cut-off or other approved means when not submerged. (e) Wiring. Equipment shall be equipped with provisions for threaded conduit entries or be provided with a suitable flexible cord. 'file maximum length of exposed cord in the fountain shall be limited to 10 feet (3.05 m). Cords extending beyond the fountain perimeter shall be enclosed in approved wiring enclosures. Metal parts of equipment in contact with water shall be of brass or other approved corrosion -resistant metal. (f) Servicing. All equipment shall be removable from the water for relai aping or normal maintenance. Fixtures shall not be permanently imbedded into the fountain structure so that the water level must be reduced or the fountain drained for relamping, maintenance, or inspection. (g) Stability. Equipment shall be inherently stable or be securely fastened in place. MANUFACtURED BY WESCO FOVNTAINS,INC V..Im FIpu. Upsalla Road 6'. TRELLIS/LXFICE WALL WITH VINE AND STONE COLUMNS AND AN EVERGREEN HEDGE PLANTED :BEHIND PEDESTRI N WALKWAY R.O.W. / PROPERTY LINE 'Rinehart Road : I , VC. .t. S _r t> rl Y ,r¢ • .i a. ^ r. i �K � �t• f 7• 1 4 vet ARTICLE i a� 8t1 TI r . AR ` POOLS,F SWIMMING t)UNTAIIVS S WESCO 680-52. Junction Boxes and Other Enclosures. (a) General. Junction boxes and other enclosures used for other than underwater installation shall comply with Section 680-21(a) (1), (2), (3); and (b), (c), and (d). (b) Underwater Junction Boxes and Other Underwater Enclosure. Junction boxes and other underwater enclosures shall be submersible and (1) be equipped with provisions for threaded conduit entries or compression glands or seals for cord entry; (2) be of copper, brass, or other approved corrosion -resistant material; (3) be filled with an approved potting compound to prevent the entry of moisture and (4) be firmly attached to the supports or directly to the fountain surface and bonded as required. When the junction box is supported only by the conduit the conduit shall be of copper, brass, or other approved corrosion -resistant metal. When the box is fed by the nonmetallic conduit. it shall have additional supports and fasteners or copper, brass, or other approved corrosion -resistant material. (FPN): See Section 370-13 for support of enclosures. 680-53 Bonding. All metal piping systems associated with the fountain shall be bonded to the equipment grounding conductor of the branch circuit supply the fountain. (FPN): See Section 250-95 for sizing of these conductors. 680-54 Grounding. The following equipment shall be grounded; (1) all electric equipment located within the fountain or within 5 feet (1.52 m) of the inside wall of the fountain; (2) all electric equipment associated with the recirculating system of the fountain; (3) panel boards that are not part of the service equipment and that supply any electric equipment associated with the fountain. 680-55 Methods of Grounding. (a) Applied Provisions_ The provisions of Section 680-25 shall apply excluding paragraph (e). (b) Supplied by a Flexible Cord. Electric equipment that is supplied by a flexible cord shall have all exposed noncurrent carrying metal parts grounded by an insulated copper equipment grounding conductor that is an integral part of this cord. This grounding conductor shall be connected to a -grounding terminal in the supply junction box. transformer enclosure, or other enclosure. PAANUFACTMD BY WESCO FOUNTAINS,INC VOn100. FIO,IOQ Provide Wesco Package as indicated or A/E approved equi N on C M E H Norlri_s General Notes: Floating Fountain Package: 1. The General Contractor shall provide two complete floating fountain packages including power supply, wiring, anchorage, etc. Floating fountains shall be the Gauguin Model #3, 3HP, 208/230V, 3 Phase package with the 3 20OW light package or A/E approved equal. Submit proposed equal substitutes to the Architect for review. 2. Install fountains in accordance with all manufacturers instructions and recommendations. Comply with all state and local codes with regards to installation and power supply. Swimming Pool: 3. The General Contractor shall provide in a separate bid to the owner, two complete swimming pool packages. The pools are generally located on the Site Plan Sheet A1.01. The package shall be a comprehensive "design/build" submittal (signed and sealed by an licensed engineer authorized to prepare swimming pool design and construction documents) which includes all design, size and capacity calculations, complete engineering, site specific location, pool deck and enclosure and all other features and accessories required by state and local codes and or authorities having jurisdiction over this project. The pool package shall be 4. The swimming pool design/build package, shall be submitted to the owner for review and approval. The swimming pool design/build engineer and contractor shall contract directly with the Owner through the general contractor The architect has no role in the design, permitting or construction process. Project Entry Wall/Signage 5. The project entry walls for Upsalla and Rinehart Roads are shown to indicate specific design intent and material selection. The exact locations for and engineering of the walls shall be coordinated with the general contractor, civil engineer and landscape contractor prior to construction 6. Signage provided shall be Standard Cast Letters as manufactured by A.R.K. Ramos, architectural signage systems, 1321 South Walker, Oklahoma City, OK. 1-800-725-7266. Lettering shall be Classic Style #504, 14" tall, in Finish F-7 (brushed brass), Mounting shall be option PM-1, projected mount on studs glued into wall substrate. A Rev. No Date Issue History 41 FIUGLEBEBG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 31189 (407) 629-0595 III srww K W E 5 AE A P A R T 1 I E I `{ T 5 5ANFORD. PLORIPA AKA Ck. Apr, °ate 6-21�-98 Prat, 3643-00 ENTRY 4 5IGNAGE WALL DE51GN A1.02 1 2 3 4 5 I 10 FILE, 3643402.p 6 PLOT SCALE, 12"=V -0' LAST PLOT. Aug 26, 1998 6 g 10 NoTES I -- L.. -1 _ _ Yittosporum tobira Variegated I 30" x 30", 3 gaj. Z. rianttng pits snuu m Viil:r uuc;u with a Floul aair, - La-- from site, 1./3 clean course builder's sand and 1 /3 shredded peat, well minted with L U T 28 PT variegatum Yittosporum 36"M--C: 6-6-6 SO% organic fertilizer, with minor elements, at the rate of two pounds of fertilizer for reach cubic yard of soil mix. VQ 1,476 Viburnum odoratissimum Sweet Viburnum 30" x 30", 3 gpl. �3�6"�.Cr _ 3. An earthen saucer shall be formed around the perimeter of the planting pits for the retention of water. ' 6 Lagerstroemia Crepe Myrtle Multi -trunk, 5 gal., 6' 8' ht.,mildew 4. All beds shall be covered with a 2" layer of shredded cypress bark mulch. Indica planting resistant, Mycenea bloom 5. All sod, seeded, and planting areas will be watered by an automatic underground irrigation system designed to provide a minimum of 1" per week. d A. _ I Acer rubrum Red Maple 1 1/2" dia. B.H., B&B 18' ht , 12' spread 6. All trees will be staked and guyed to prevent being blown over in high winds. :_...._ _ . _.._ _ ,....... ! , PREPARED B'Y'',BRUCE K. ANDERSEN, FLA. LICENSED " Quercus virginiana Live Oak 1 1/2". dia. B.H., B&B 7. Existing trees to be preserved will be provided protection in accordance with the LANDSCAPE ARCHITECT, CERTIFICATION NO. 821 18' ht., 12' spread regulations of the City of Longwood. 1 Quercus laurafolia Laurel Oak' 1 10" dia. B.H., B&B 8, All areas not covered by pavement, building or landscape are.to be sodded. Areas Y 18' ht., 12' spread under clusters of existing trees may be mulched instead of sodded. Areas to be - mulched versus sodded to be determined in field conditions after construction is 'rBD Stenotaphrum Floratam Solid completed. Secundatum St. Augustine _ "Floratanf' I 0 Fig ■ WE U ■ Ir 1 I* G I Rev. I No I Date Issue History 0 AdO FUGLEBERG KOCH AwHITECTS Orlando 2555 Temple Trail, Minter Park, FI. 32789 - (4U7) 629-0595 P U1. J ED J0) F m fl) FD (D EB Tm G G T- EFL 0) E) D E F G 2 3 4 5 � GENERAL CONDITIONS WOOD CONSTRUCTION I. IT 15 THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE 1. WOOD CON5TRUCTION SHALL CONFORM TO THE NFPA 'NATIONAL DEIGN SPECIFICATION AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS FOR WOOD CONSTRUCTION', LATEST EDITION, DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. 2. ALL WALL STUDS AND MISC. WOOD SHALL BE SOUTHERN PINE, GRADE NO. 2. WALLS SHALL 13E CONSTRUCTED OF 2x4 SPACED AT 16' O.G. MAXIMUM. AT THREE 2. DESIGN LIVE LOADS STORY WALLS ONLY, THE FIRST FLOOR STUD WALLS SHALL BE 3x4 STUDS SPACED AT 16' O.G. MAXIMUM IN LIEU OF 2x4 STUDS. LVL ENGINEERED STUDS MAY BE USED ROOF 20 P5F IN LIEU OF SOUTHERN PINE GRADE NO 2 STUDS W/ APPROVED PRODUCT SPECIFICATIONS. ELEVATED FLOORS 40 PSF ALL NON-STRUCTURAL PARTITIONS SHALL CONSIST OF 2x4 STUDS SPACED AT 24' CORRIDOR6/LANDING6 80 P6F O.C. 2x4 STUDS DO NOT NEED TO BE DOUBLED AT THE FIRST FLOOR FOR NON -LOAD 'STAIRS 100 P51Z BEARING PARTITIONS U.N.O. 3. DE51GN WIND LOAD IS 100 MPH WITH SHAPE FACTORS IN ACCORDANCE WITH THE STANDARD BUILDING CODE, LATEST ADOPTED EDITION . FOUNDATIONS 1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARING PRESSURE OF 20M PSF, WHICH 514ALL BE VERIFIED BY A FLORIDA REGISTERED GEOTECHNICAL ENGINEER PRIOR TO THE START OF WORK 2. PLACE FOOTINGS/SLAB ON COMPACTED SOIL. FOLLOW RECOMMENDATIONS IN LEU OF THE No. 2 SOUTHERN PINE STUDS SPECIFIED ABOVE, THE FOLLOWING MAY BE USED (STUD DIMENSIONS GIVEN ARE NOMINAL ) UPPER FLOOR STUDS (SUPPORTING ROOF TRUSSES ONLY) . 2x4 Not SPRUCE PINE FIR a 12' O.C., 2x4 LSL OR LVL STUDS e 16' O.C. STUDS SUPPORTING TRU55E6 FOR ONE FLOOR LEVEL 2x4 LSL OR LVL STUDS to 16' O.G. AND ROOF STUDS SUPPORTING TRUSSES FOR TWO FLOOR LEVEL 2x4 LVL STUDS e 12' O.G. OR AND ROOF DOUBLE 2x4 LSL STUDS 10 IV O.C. 10. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. 11. NAILING SCHEDULE CONNECTION COMMON NAIL NUMBER OR SPACING SOLE PLATE TO TRUSS OR BLOCKING Ibd 16, D.G. STUD TO SOLE PLATE, TOE NAIL ad 4 DOUBLE STUDS, FACE NAIL IOd 24' O.C. DOUBLE TOP PLATES, FACE NAIL lOd 16' D.G. TOP PLATES LAPS AND INTERSECTIONS IOd 3 TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 BUILT-UP CORNER STUDS Ibd 24' O.C. STUDS TO 50LE PLATE, END NAIL 16d 2 ?. WHERE WOOD 5EAM6/HFADER5 ABUT WOOD COLUMNS, PROVIDE SIMPSON 'HUC' CONNECTORS WITH ALL NAILS SPECIFIED BY THE MANUFACTURER 3. AT ALL WALLS SUPPORTING ROOF TRUSSES PROVIDE UPLIFT STRAPPING/CONNECTORS SHM IN THE TYPICAL WALL ELEVATION 1/56.02 4. PROVIDE TRIPLE 2x4 STUDS FOR GIRDER TRUSS SUPPORT TYPICAL UNO OF 5011-5 REPORT, 3. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL CAST -IN -PLACE CONCRETE STUD WALLS. 2x SOLE PLATES AT THE EDGES OF 6LA56 SHALL BE ATTACHED TO THE 5LA5 WITH SIMPSON MAS MUDSILL ANCHORS (WITH 4 10d NAIL6) AT 4'-O' O.C- 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT AT INTERIOR STUD WALLS PROVIDE EITHER HILTI DN12 (WITH 1/8' DIAMETER, 5/64' 28 DAYS, HAVE A SLUMP OF 4' PLUS OR MINUS 1', AND HAVE 2-4ro AIR THICK WASHERS) POWDER DRIVEN FASTENERS AT 10' ON CENTER, OR 1/2' DIAMETER ENTRAINMENT. EPDXY ANCHORS), WITH 6' EMBEDMENT, AT 4'-0' ON CENTER RED - HEAD FASTENERS OF EQUIVALENT SIXES MAY BE USED. ALL OTHER SUBSTITUTIONS MUST BE APPROVED PREFABRICATED WOOD TRUSSES 2. ALL REINFORCING: STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL BY PAUL J. FORD AND COMPANY PRIOR TO INSTALLATION. BEE THE SHEAR WALL CONFORMING TO ASTM A-615 GRADE 60. SCHEDULE BELOW FOR SPECIAL SOLE PLATE ATTACHMENT AT SHEAR WALLS, I. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED EACH END TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE ANCHORS A5 SHOWN ON 1/5602 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE 4. STUDS SHALL BE DOUBLED AT ALL ANGLES AND CORNERS. SEE NOTE 15 FOR OPENINGS. LAPPED AT LEAST 8' AND CONTAIN AT LEAST ONE CRO56 WIRE WITHIN THE S' LAP. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST 5. WOOD LINTELS OVER OPENINGS SHALL BE AS NOTED ON THE PLANS. DOUBLE WALL EDITION OF THE 'NATIONAL DE51W SPECIFICATION FOR STRESS -GRADE LUMBER AND 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE STUDS (ONE STUD BEARING, ONE STUD FULL HEIGHT OF WALL) AT ALL HEADERS UP TO DOUBLE 2x10. AT ALL OTHER HFADER6 PROVIDE MINIMUM TRIPLE WALL 6TUD5 (TWO ITS FASTENERS' AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318-89. 6TUD6 BEARINGS, ONE STUD FULL HEIGHT OF WALL) SEE NOTE 12. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED (WITH A MAXIMUM ALLOWABLE 5, ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD 6. WALL SHEATHING SHALL BE: (SEE SHEAR WALL SCHEDULE BELOW FOR REQUIREMENTS STRESS INCREASE FOR LOAD DURATION OF 25% FOR ROOF TRU55ES ONLY) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' ACI 315-80. AT SHEAR WALLS.) 6. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., A$ REQUIRED BY OTHER TRADES BEFORE CONCRETE AT INTERIOR WALLS PROVIDE 1/2, OR 5/8' GYPSUM WALLBOARD (SEE ARCHITECTURAL 4. TRJ55 MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A FLORIDA REGISTERED ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT. DESIGN 15 PLACED, DRAWINGS FOR LOCATIONS) EACH SIDE OF STUDS, NAILED WITH 6d COOLER NAILS NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED; TO SECURE AT T O.C. AT ALL SUPPORTS UN.O. THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'6 T CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., PROVIDE 50LID 2x BLOCKING AT ALL SHEET EDGES. BLOCKING 15 NOT REQUIRED LICENSE To FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED. NECESSARY TO SUPPORT REINFORCING STEEL. AT NON-6TRUCTURAL PARTITIONS. AT EXTERIOR WALLS SHEATH THE INTERIOR FACE OF WALL6 WITH GYPSUM WALLBOARD 5. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING 8. ALL 5LAB6 SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED AS NOTED ABOVE FOR INTERIOR WALLS. SHEATH THE EXTERIOR FACE OF WALL6 WITH SIZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND CONSTRUCTION JOINTS. 1/2' C-DX PLYWOOD (OR 7/16' O.S.BJ, NAILED WITH 8d NAIL$ AT 6' O.C. AT ALL EDGE BEFORE FABRICATION HAS BEGUN. 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR DOUBLE 2x BLOCKING AT ALL SHEET SUPPORTS, AND 8d NAILS AT 12' D.C. EDGES. ALL INTERMEDIATE SUPPORTS. PROVIDE SOLID DGES. BLOCKING 16 NOT REQUIRED AT NON -LOAD 6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS REINFORCEMENT: BEARING PARTITIONS. LAY UP ALL EXTERIOR WALL SHEATHING PER SNEARWALL MANUFACTURER, AND THE LOCAL BUILDING CODE, UNLESS NOTED ON PLANS. ALSO SCHEDULE NOTE 4. WHERE HEEL HEIGHT ON BOTTOM CHORD BEARING TRUSSES EXCEEDS 11' PRovIpE 3---------- CONCRETE CART AGAINST AND PERMANENTLY EXPOSED TO EARTH. CONTINUOUS LET IN 2x4'6 SIMILAR TO SECTION 4/56.01. 1-1/2-------- ALL OTHER CASES. 1. ALL WOOD IN CONTACT WITH CONCRETE*OR EXPOSED TO WEATHER SHALL BE 10. HORIZONTAL SLAB BARS SHALL BE BENT 1'-V AROUND CORNERS, OR PRESSURE TREATED. I. DESIGN LOADS - DEAD LOADS: PROVIDE CORNER BARS WITH A 2'-0' LAP ON EACH LEG. 8. FLOOR SHEATHING 16 3/4' TONGUE AND GROOVE C-C PLYWOOD, OR 23/32' O.S.B., GLUED AND FLOOR TRU56E5 BOTTOM CHORD 10 P5F 11. MINIMUM LAP SPLICE ON ALL REINFORCING SHALL BE 45 BAR DIAMETERS. NAILED WITH 106 NAILS AT 6' O.C. AT SUPPORTED EDGES, AND 10d NAILS AT 10' O.G. AT TOP CHORD (APT$) 5 P5F 12. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST INTERMEDIATE SUPPORTS. TOP CHORD (CORR/LANDINGS) 21 P5F REPORTS DIRECTLY TO THE ENGINEER ROOF TRUSSES BOTTOM CHORD (ALL) 10 P5F 9. ROOF SHEATHING SHALL BE 19/32' C-DX APA PLYWOOD (5/8' NOMINAL), NAILED TOP CHORD 10 PSF WITH IOd NAILS AT 6' O.G. AT SUPPORTED EDGES, AND IOd NAILS AT 12" TOP CHORD (AT OVERBUILT AREAS) 5 PSF ADDITIONAL O.C. AT INTERMEDIATF SUPPORTS. PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES. PROVIDE 6GL,ID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. T-1 , GT-1 12 12 a( �8 T-5, CST'- T-2 , CST-2 9 1� 12 12 5.5 5.5 T'-34 GT -3 T-4 12 12 12 12 12 5.5 F-- AT T-8 �55 GT-8A TI-T-1 T-8, T'-84, 12 12 12 12 5B SOT. CHORD 8 8 5.5 TRUSS T-9A _ _ VERIFY W/ ARCH. T-B, T-9A T-10 CST-10 12 4.532 GT-11 12 cp GT-12 T-13 , GT-13 12 12 12 12 5.5 T-14 T-15 T-16 T-li, CTmI� TRLI55 TYPE-S TRU55 NOTES I. TRU55E6 SHOWN FOR GENERAL. CONFIGURATION ONLY, WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE GENERAL NOTES. WORKING POINTS SHALL BE DETERMINED BY THE TRUSS MANUFACTURER. 2. TRUSS MANUFACTURER 16 RESPONSIBLE FOR THE DE51GN OF ANY BRIDGING OR BRACING REQUIRED TO BRACE THE TRUSS BOTTOM CHORDS FOR WIND UPLIFT. 3. SEE THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, OVERHANGS AND BEARING CONDITIONS. 4. VERIFY ALL. TRU55 SLOPES WITH ARCH. DRAWING5. PASTENfR 5UE35T I TUT I ONS: ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE. THE FOLLOWING FASTENERS ARE ACCEPTABLE 5UB5TITUTION5. THE ALTERNATE FASTENERS SHALL BE SPACED AT THE SAME SPACING AS THE 5CHEDULED FASTENERS. SCHEDULED FASTENEF ALTERNATE FASTENER Sd COMMON NAIL 8d RING E (HANK NAIL Sd SCREW SHANK NAIL 0.131 P-NAIL 10d COMMON NAIL lOd RING SHANK NAIL 10d SCREW SHANK NAIL 0.148 P-NAIL 6d COOLER NAIL '06 x 1 1/4' TYPE 5 OR W DRYWALL SCREW _- 6HEARWALL,SCHEDULE SHEATHING SHEATHING NAILING FND CONN EACH END OF WALL 2nd FLOOR CONN EACH END OF WALL 3rd FLOOR CONN EACH END OF WALL TYPE FND SOLE PLATE ATTACHMENT FND-2nd FLR 2nd-3rd FLR 3 STORY 3rd FLR-ROOF FND-2nd FLR 2nd-3rd FLR 3 STORY 3rd FLR-ROOF CONNECTOR FND BOLL-8' EMBED BOLTS TO ADD'L STUD AT CONNECTOR NAILS EACH END THREADED ROD BTWN BOLTS TO ADD'L STUD AT CONNECTOR NAILS EACH END THREADED ROD 5TWN BOLTS TO ADD'L STUD AT 2nd-ROOF 6 2 STORY 2nd-ROOF 0 2 STORY DBL NUT EA END STUDS END OF WALL OF STRAP AT STUD CONN DBL NUT EA END STUDS END OF WALL OF STRAP AT STUD CONN DBL NUT EA END STUDS END OF WALL 0/ 5/8' GYPSUM 1 5/8' GYPSUM * 1 5/8' C;YP5UM I rod COOLER NAILS Bd COOLER NAILS Bd COOLER NAILS NONE N/A N/A (2) 2x4 MAS 6 32' D.C. (EA. W/ 4 10d NAILS) OR 1/2' x 6' �' CS 20x42 WALLBOARD WALLBOARD WALLBOARD 9 4" o.c. tv 4' O.C. g 4' O.G. EMBED EPDXY ANCHORS tv 48' O.C. (1) loci N/A N/A (2) 2x4 G820x42 (1) IOd N/A N/A (2) 2x4 O 5/5' GYPSUM 1 WALLBOARD 5/8' GYPSUM * 1 WALLBOARD N/A 6d COOLER NAILS 10 4" O.C. 6d COOLER NAILS 4' O.C. N/A NONE N/A N/A (2) 2x4 SAME AS TYPE I O CS 20x42 (1) loci N/A N/A (2) 2x4 N/A N/A N/A N/A N/A O3 WOOC-D3 PLYWOOD PLYWOOD C-DX 3 PLYWOOD PLYWOOD WOO 3 PLYWOOD PLYWOOD Sd NAILS 1@ 6" O.C. 8d NAILS Q 6' O.C. Sd NAILS w 6' O.C. HD5A 5/8'� OR 3/4'0 (2) 3/4' (2) 2x4 SAME AS TYPE O (2) CS 20x42 loci N/A N/A (2) 2x4 G520x42 EA. STUD EA (1) loci N/A N/A (2) 2x4 ® 5/8' GYPSUM 1 WALL8 5/8' GYPSUM 1 WA N/A 6d COOLER NAILS 6d COOLER NAILS N/A HD2A 5/810 (2) 5/5' (2) 2x4 SAME AS TYPE ID CS 20x42 D LLBOARD 1w 4" O.G. a 4' O.G. (1) loci N/A N/A (2) 2x4 N/A N/A N/A N/A N/A GYPSUM 1 WALLBOARD 5/V GYPSUM 1 BOARD 5/8' GYPSUM * I ALLBOARD 6d COOLER NAILS � 4" 6d COOLER NAILS 6d COOLER NAILS HD5A 5/6"� OR 3/4'0 (2) 3/4' (2) 2x4 SAME AS TYPE l� (2) GS 20x42 (1) loci N/A N/A (2) 2x4 C620x42 O.C. a 4' O.G. � i' O.G. EA. STUD (1) 10d N/A N/A (2) 2x4 1/2' C-DX 3 PLYWOOD 1/2' C-DX PLYWOOD � 3 5/8 GYPSUM * I ad NAILS m 4' O.G. 8d NAILS m 6" O.C. 6d COOLER NAILS Hpgq �/8°� (3) 7/8' (3) 2x4 MAS � 24" O.C. (EA. W/ 4 loci NAILS) OR 1/2' x 6' (3) GS 20x42 (7) loci WALLBOARD f' O.G. EMBED EPDXY ANCHORS 1w 32' O.C. Eq. STUD N/A N/A (3) 2x4 C520x42 (1) loci N/A N/A (2) 2x4 1 1/2' C-DX % I PLYWOOD 1/2, G-DX ,� i PLYWOOD 1/2" C-DX 1 PLYWOOD 8d NAILS 4' O.G. Sd NAILS 6' O.C. NAILS 6' O.C. 6A 7/S"4 (2) 1/8' (3) 2x4 SAME: AS TYPE ® (3) GS 20x42 (1) loci N/A (3) 2x4 C520X42 (1) lod N/A EA. STUD N/A N/A (2) 2x4 8 0 1/2' C-DX � 3 PLYWOOD 1/2, C-DX 3 PLYWOOD N/A ad NAILS Q Cam' O.C. ad NAILS 9 �' O.C. N/A HD5A 5/S'0 OR 3/4'� (2) 3/4' (3) 2x4 SAME AS TYPE 1� (2J CS 2ox42 (i) loci N/A N/A (2) 2x4 EA. STUD N/A N/A N/A N/A N/A * I SHEATH ONLY EXPOSED FACE OF INTERIOR PARTY WALLS. AT OTHER WALLS, SHEATH INTERIOR FACE AS SCHEDULE PROVIDE SOLID BLOCKING AT ALL SHEET EDGES. *2 THIS IS AN INTERIOR PARTY WALL, WITH SHEATHING ON ONE FACE ONLY. PROVIDE THE SCHEDULED PLYWOOD SHEATHING APPLIED DIRECTLY TO THE STUDS WITH THE SCHEDULED NAILING PATTERN. APPLY GYPSUM BOARD WALL SHEATHING OVER THE PLYWOOD PER THE ARCHITECTURAL DRAWINGS. *3 5HEATH EXTERIOR FACE WITH SHEATHING SCHEDULED AND INTERIOR FACE OF STUDS AS SPECIFIED IN THE GENERAL NOTES FOR INTERIOR WALLS. I ALL HD, MA5, AND CS FASTENERS ARE AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INC. 2 WHERE SCHEDULED ADDITIONAL STUDS AT THE ENDS OF SHEAR WALLS ARE INTERRUPTED AT TRUSS BEARING, PROVIDE SOLID BLOCKING STUDS SCHEDULED FOR THE LOWER FLOOR. 3 PROVIDE SOLID BLOCKING BETWEEN STUDS AT ALL SHEET EDGES OF SHEAR WALL SHEATHING. 4 SHEATHING SHALL EXTEND FULL HEIGHT OF SHEARWALL5. 5TAGGER SHEATHING HORIZONTAL JOINTS SO THEY DO NOT FALL AT HORIZONTAL JOINT BETWEEN DOUI`31-E TOP PLATES. WHERE SHEATHING CAN NOT EXTEND FULL HEIGHT PROVIDE ADDITIONAL SHEATHING IN TRUSS SPACE PER SECTION 9/56.01. 5 % TYPE S OR W 1 1/4" LONG DRYWALL. 5CREW5 MAY BE USED IN LIEU OF 6d COOLER NAILS. 6 WHERE 5OLT5 ARE CALLED OUT FOR HOLDDOWN ANCHORS, THE BOLTS SHALL E E THROUGH BOLTS CONFORMING To ASTM A301. 1 15/32" 0.5.8. MAY BE USED IN LIEU OF THE 1/2' C-DX PLYWOOD SHEATHING. 8 ANCHOR 5OLT5 SHALL ALL HAVE 3" HOOKS. A36 ALL THREAD RODS, DRILLED AND EPDXY GROUTED INTO FOOTINGS, MAY BE SUBSTITUTED FOR ANCHOR BOLTS CAST IN PLACE. ALL THREAD RODS SHALL HAVE SAME EMBEDMENT DEPTH AS ANCHOR 5OLT5. 9 WHERE SCHEDULED SHEATHING CANNOT EXTEND FULL HEIGHT OF WALL, PROVIDE SHEATHING OR BLOCKING BETWEEN FLOOR TRUSSES AT ALL SHEARWALLS PER SECTION 9 OR 12/56.01. 10 WHEREVER THE: SHEATHING OF A SHEAR WALL 15 INTERRUPTED (I.E. E3Y AN INTERSECTING WALL) IN THE VERTICAL PLANE, THE SCHEDULED "ADD'L STUD AT END OF WALL" AND HOLDDOWN ANCHORS SHALL BE PROVIDED AT THE END OF THE SHEATHING (ONE EACH 51DE OF THE INTERRUPTION). THE QUANTITY OF SHEARWALL CALLOUT5 ON THE PLAN5 MAY NOT ACCURATELY REFLECT THE NUMBER OF HOLDDOWN5 REQUIRED BECAUSE OF THIS. THE CONTRACTOR MUST FIRST DETERMINE WHERE THE SHEARWALL SHEATHING WILL 5E INTERRUPTED E3EFORE DETERMINING THE NUMBER HOLDDOWN5 REQUIRED. 11 WHERE AN HD5A OR SMALLER CONNECTOR IS SPECIFIED AT THE FOUNDATION, (U GO -BOLT WILL REPLACE THIS HOLDOWN AND ALL SUBSEQUENT STRAPS ABOVE IT. WHERE AN HD6A OR LARGER 15 SPECIFIED, (2) 60-5CL.TS WILL REPLACE THIS CONNECTOR AND ALL SUBSEQUENT STRAPPING ABOVE IT IN THE SHEARWALL. HEADER/15EAM SCHEDULE TYPE HEADER/SEAM HOLDOWN EA. END H-1 DOUBLE 2x8 Hr� H-2 DOUBLE 2x10 H5 H-3 DOUBLE 2x12 C520X14' H-4 DOUBLE 13/4'xII 1/4" LVL'S OR PSL'S C520X14' H-5 TRIPLE 2x12 C520X14' TRUSS HOLIDOWN SCHEDULE TRU55 TYPE LENGTH (L) HOLDOWN T-* L < 22' H1 T-* L < 42' HIO GT-* L < IO' LTT20 GT-* L < 20' MTT28B CST-* L < 20' SUBMIT FOR REVIEW I. PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER 15 SPECIFIED, PROVIDE H-3 AT WALLS SUPPORTING TRU55E5, AND H-1 AT OTHER WALLS. 2. AT DOUE3LE AND TRIPLE 2x HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0.5.8) FLITCH PLATE BETWEEN MEMBERS, 3. NAIL ALL MULTI-MEMP3E:R HEADERS AND SEAMS TOGETHER WITH 16d NAILS AT 12' O.G. TOP AND BOTTOM, EACH SIDE, STAGGERED. 4. SINGLE 3 1/2' P51-'S OF THE SAME DEPTH MAY BE USED IN LIEU OF THE DOUBLE 1 3/4" MEME3ERS SPECIFIED, 5. PROVIDE HOLDOWNS AS SCHEDULED WHEN SUPPORTING ROOF TRUSSES. 1. HOLDOWN5 ARE SIMPSON STRONG -TIE CONNECTORS OR APPROVED EQUIVALENT. im E 0 C 0 E NOTES L PAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 3670 MAGUIRE BOULEVARD SUITE 110 ORLANDO, FLORIDA 328Q3 PHONE NO. 407-898-9039 FAX NO. 407-897-3662 F L a c a 0 0 G 0 2 6/26/98 155UE FOR PERMIT I 5/19/90 PROGRESS 5ET Rev. No Date Issue History ek FUGLEBERG KOCH ARCHITECTS Orlando ■ 2555 Temple Trail, Winter Park, FI, 32789 (407) 629-0595 lUE5fiLAKE Dr. ur Mx APARTt�ENT5 AcpKr. Mx Data 02/28/91 SANPORp , pLORIpA 342290 GENERAL NOTE5 3CHEDULE5 ANID �101 TRU35 PROFILE-3. 11111111110 FILE: FK901101 PLOT6GALE:3/4' -- I'-01 l.A5TKOT:6/26/98 � FB FB m A m� EB E� FD EFL g FF (D FD T m F� F� 2 3 4 0 7 S 9 10 74.7 -14'•7 ' l9'•4' 29'-2' 2 4' 19'-0' II'-4' 12'•8' II' 8' 8'-0' Il'-8' 12'-8' W-4' 19'-0' 2 4' 29'-2' 12'-10' nJ Ir-Im' E.O.S 2,��. 3 3 ip0�y Q c"v 86m1 �q --� �r w _ ,o ��- Q rI?o --- r--- --- -- FF _ 1 = �sT I r--------11--_-- I `RT C.J. L---------J L-------__� G J. _ e ; I _ . _ — 8 c. r------ —� I r----- 86�I 86�1 h r 5 ; 1 I 1 st+t; 61 1 1 6 ; 96PJ1 1 2A os , , - +s-- 2 S -2 2 � 8207 _ L- __-_.---_--I---------------- - I L------- I-_--------_� L--------, a r-------------- `��: -�; 2 I �: 2A i ' 1'. I o � 86RJI © ` r.J � � 0 1� c� 1 86.01 ♦ ♦♦♦ �` ��, h L_ e O_ _ iDi------------� — w r/--_--_- --_- ♦ ♦♦Q ♦� 4 O '�/ ♦ ♦ A /�♦♦♦ ^♦♦ i� f 1 I ' F'cs - 1 w I U� ♦♦♦♦♦♦ i ' ♦♦♦♦ f ♦♦♦ ' , ' ♦ ♦♦` 1 I ( T 3 I 1• tu poste 7 ! p 5 a t I 86�3 ♦♦♦ ♦♦♦ ♦♦♦ x- �� i ♦♦♦O _ i 1 86�1 I 3 I 11 O' ♦♦♦ i ♦♦♦ �' i �♦ ♦ ' L---------� co +�� �a 4+�o rr _ __- - i i ♦♦ ♦ ♦♦ , r�1 < ♦♦ ( , ��^♦ ,`-------rii � A�� � � a��,C:� � ; dl _— __-� '�♦♦` ♦♦ 2O 86m1 Oi ``♦ 7 I , i sT ea :o \ r— �3 I ♦♦ ♦♦ — '� 8ZID1 ®♦♦♦ e�ml Ir1- 1 I N 1 1 .n O �f t ♦ i ® GJ ♦ paR� 6T I ♦♦ f� 11 4 'Oos'� I1 ? ♦♦v i f `� L---------� I g ♦♦ ` I of 1 I P-_-------- bill ---- ---� 8. O _d 1 4 1 O _ k cA co ul 7- p 1 - 29 -0' T I I i 13'-0' II' 4' 8'-0' II'-4' 13'-0' 11' 4' 86DI I O I 16'-8' 4 f _ PROVIDE 3/4' RECESS _ ____ PROVIDE 3/4' RECESS AT GARAGE DOOR (TYP) � , T-�.-__._�______ _ y4.4 L% r _...m_ AT GARAGE DOOR (TYP) I COORD W/ ARCH OR SLOPE 1/5'/FT. I _M EAb COORD, W/ ARCH OR DOOR MANUFACTURER I 1 ! 1 1 5' 0' 2' 1 II I DOOR MANUFACTURER 12 0' I 4 I i 24'-m' �� 2A I I SLOPE 1/a'/FT. AQS c). 9' 0' 86IDI ; I \p�� �,� h� I 03 i 8603 ; I — �1* g 1 TYP I _ _yt p 0 I______1" L� L--- -J'_ 'LJ L---- -S L- - -----� - Q _______ __ __ _ __ __.._ r_ _-_, __ ��.______ _ �rr _______ f,r......_-- ----- � � -•-- -- L.__-r-_----'1„_„_, -- I PROVIDE 3/4' RECESS \ � _ ➢� 0 �` Im E.O.B TYP r a j °�'� h�\ham I I ACOORD W% ARCH OR DOOR ) 0 p+QO� 1 1 WALL W/O THICKENED i — jjj SLOPE 1/8 /FT. SLAB EXPOSED TO `pj, QO SLOPE I/8'/F7. DOOR MANUFACTURER 9 I 2' �— ; i m I I WIND MUST BE ATTACHED 1 8 TYP I 86�1 I ( p I TO FLOOR SYSTEM W1 _� \q, OI 1 OI Q i �\ \� I I 15'-6' 6'-I' O I SIMPSON H3 24' O.C. r 86IDI BbY/I I 1r� �'` 1 TYP I _____- ° .. G�:. .�TYPJ. _ _ ' 1 6--r--t _ f------------------\--r-- i i Q I I P QQ� 4 Q _ SLOPE I/D'/PT. 1 I 86 2A 1 -' 2'_p)' I SLOPE 1/8'/FT. sbml tr+ WILDING >n F. \� v3�` p I 1 1 0�- �p �� SYMMMEIRICAL 0 p 0 J--- ....--- -- I- -I�-- --�__ ----- _� I `t _ eE I L________f ; ___ ____ __ - ---- -_ _ �_-- _ -- --- __-- ---_--�__ - L f r-----_---_ j- ---------1 r--------- -t •r_-____------� -- -- d I SLOPE 16 J� w � w SLOPE SLOPE - . I __ SLOPE 1 _ °�------I- - T` �___-- --A ---�- I Q 3 �"�___ / 0 L_ 1 is 2 I 1 1 j I I 1 I x� I I I� -1� y �6 01 0 a6 I I 10 0 o '•____ - S I L- ___-`'---r" Gam... _ . — .. GJ.• , _ I 2 I 1 8bPJ1 _ 1 Bbml � I 1 .. �P �� \D y�. 1 T 6__—ow a ______X— � °_____o___._ t___ __—° �----J �..__—�_� L_ -w__®®____ _ I 1 _ 0 l O 1 I 31Id1 r 1 B6D1I i ------ ' 'J.L ------------------ 5'•0' 21' 1' 27'-I' 8 "m' 8'-0' 2T'-1' 2T'-I' S' 0' E.O.6 228'-4' N FOUZATIONPLAN -DULPING TYP H5 3/32" - 1'-01 �02 NorfES FOUNDATION PLAN NOTES: I SEE GENERAL NOTES ON SHEET 61.01. 2 BLAB ON GRADE 15 4" THICK CONCRETE REINFORCED WITH 6x6-WI-4xW1.4 WWF PLACED 1 1/2' FROM THE TOP OF THE SLAB. TOP OF SLAB 15 0'-0% UNLESS NOTED OTHERWISE. TH15 IS A REFERENCE ELEVATION ONLY. REFER TO THE CIVIL DRAWINGS FOR THE TRUE ELEVATION a ABOVE MEAN SEA LEVEL. FIBER REINFORCED CONCRETE MAY BE USED IN LIEU OF WWF- 3. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATION OF WOOD STUD WALLS, AND NON - LOAD BEARING PARTITIONS. SEE THE GENERAL NOTES FOR WALL FRAMING INFORMATION. a 4. 0 INDICATES WOOD STUD SHEAR WALL TYPE, a AND SHADING INDICATES EXTENT OF SHEAR WALL . SEE THE SHEAR WALL SCHEDULE ON a SHEET 81.01 FOR SHEAR WALL INFORMATION. s 1 5 5EE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. a 6 PRIOR TO CONCRETE PLACEMENT. PROVIDE i TERMITE SOIL TREATMENT WITH ONE YEAR a WARRANTY AND FOUR ANNUAL INSPECTIONS AND RENEWALS. SEE ARCHITECTURAL SPECIFICATIONS. z -1 'CJ' INDICATES CONTROL JOINT. SEE SHEET 66.01. I 8 WARP SLOPED CONCRETE TO BE LEVEL AT ALL DOORWAYS. TYPICAL. 9, TRIPLE 2x4 STUDS MAY BF USED IN LIEU OF 4x4 POST . USE WOOD GLUE W/ 2 ROWS OF 16d NAILS 8' D.G. STAGGERED . 10. 46 MUST BE USED WHERE INDICATED (NO E3UILT - UP MEMRER5 ACCEPTED) I1. 4X6/4 POST INDICATES A 4X6 WOOD POST AT FOUNDATION AND A 4X4 POST AT ALL UPPER I-EVELS. 12. A PRE-ENGINEERED P05T-TENSIONED SLAB ON GRADE MAY BE USED IN LIEU OF THE CONVENTIONAL 5LAB ON GRADE SHOWN. PROVIDE CALCULATIONS AND SHOP DRAWINGS, SIGNED AND SEALED f5Y A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 13. E.O.S. INDICATES EDGE OF SLAB 14. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS - PAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 3670 MAGUIRE BOULEVARD SUITE 110 ORLANDO, FLORIDA 32803 PHONE NO. 407-898-9039 FAX NO. 407-897-3662 0 0 -- 0 A A 0 2 0/2o/9S 155UE FOR PERMIT L I 5/19/9S PROGRE55 5ET Rev. No Dote Issue History FUGLEBERG KOCH ARCHITECTS Orlwndo M 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 WEFLAQ � Mx AFIART�Iwr5 Apr. Mx Date 02/18/91 SANFORD , FLORIDA poi 3422.00 FOUNDATION FLAN 32.01 BUILDING TYPEz I FK981121 PLOT SCALE: 3/32" = 1'- ° LAST PLOT: (0/2o/98 E F G H 2 3 5EE ARCH DWGS 4x4 POST AT PATIO TYPICAL SIMPSON AB44 W/ 1/2"4, X 6" EMBED ANCHOR BOLT TYPICAL ALL PATIOS. C1) " 5 x 2'-0" AT POST SLOPES DN . �-Ax x x x x x x i /\ /x6 MIL. VAPOR BARRIER 5EE ARCH. DRAWINGS (3)'0 5 TRANS. Q POST SCALES/4'=1'-m' 5 2.0 �2 4 5 6 7 AN - BUILDING TYPE II q 1 /n I I I I IF ICE I .] o'_FES FOUNDATION PLAN NOTE I SEE GENERAL NOTES ON SHEET 59.01. 2 SLAB ON GRADE 15 4" THICK CONCRETE REINFORCED WITH &xro-WIAxW1.4 WWF PLACED 1 1/2" FROM THE TOP OF THE SLAB. TOP OF 5LA5 15 0'-0', UNLE65 NOTED OTHERWISE. THIS 15 A REFERENCE ELEVATION ONLY, REFER TO THE CIVIL DRAWINGS FOR THE TRUE ELEVATION ABOVE MEAN SEA LEVEL. FIBER REINFORCED CONCRETE MAY BE USED IN LIEU OF WWF. 3. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATION OF WOOD STUD WALLS, AND NON - LOAD BEARING PARTITIONS. SEE THE GENERAL NOTES FOR WALL FRAMING INFORMATION. 4. Q INDICATES WOOD STUD SHEAR WALL TYPE, AND SHADING INDICATES EXTENT OF SHEAR WALL . SEE THE SHEAR WALL SCHEDULE ON SHEET 59.01 FOR SHEAR WALL INFORMATION . S 5EE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. 6 . PRIOR TO CONCRETE PLACEMENT. PROVIDE TERMITE 601L TREATMENT WITH ONE YEAR WARRANTY AND FOUR ANNUAL INSPECTIONS AND RENEWALS. SEE ARCHITECTURAL SPECIFICATIONS. I. "CJ' INDICATE5 CONTROL JOINT. SEE SHEET S6.01 . 8. WARP SLOPED CONCRETE TO 5E LEVEL AT ALL DOORWAYS. TYPICAL. 9. TRIPLE 2x4 5TUDS MAY BE USED IN LIEU OF 44 POST . USE WOOD GLUE W/ 2 ROWS OF 16d NAILS lw 8' O.C. STAGGERED . 10. 4x6 MUST BE USED WHERE INDICATED (NO BUILT - UP MEMBERS ACCEPTED) 11. 4X6 /4 P05T INDICATES A 4X6 WOOD POST AT FOUNDATION AND A 4X4 P05T AT ALL UPPER LEVELS. 12. A PRE-ENGINEERED POST -TENSION ED SLAB ON GRADE MAY BE USED IN LIEU OF THE CONVENTIONAL SLAB ON GRADE SHOWN . PROVIDE CALCULATIONS AND SHOP DRAWINGS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 13. E.O.S. INDICATES EDGE OF 5LA5 14. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. I 5 , 1 a 1 PAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 3670 MAGUIRE BOULEVARD SUITE 110 s ORLANDO, FLORIDA 32803 c PHONE NO. 407-898-9039 x FAX NO. 407-897-3662 E a v S r c. Z� v h am L a' 4 C S C L LL L C: LL 0 2 6/26/98 155UE FOP, PERMIT 5/19/90 PROCiRE55 SET - Rev. No Date Issue History FUGLEBERG KOCH ARCHYI'EC'FS Orlando ■ 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0J95 y,l§w" LUEJTLAKE Pr. HT a MX APARTMENT5 -Apr. Mx oar 020/91 SANFORp , FLORIDA Rai. 3422D0 FOUNDATION PLAN 52,02 BUILDING TYPE II 0 A FILE, rKga1122 PI.0TecAl.e:3/32" _- 1'-0' I.A5THOT:6/26/9e (D e F I C3 N I 2 3 4 5 1 g g 1(7) A 3 6TORY TYPICAL z H-2 H-2 T-2 T-2 _ T-2 T- F i Ul — IL Q Z 3RD FLOOR LOW ROOF ? N-5 _ ING FRAMING H-2 H-2 ;+ O Il 2 STORY ONLY 66DI ROCf ONLY <> 3 GT-1 '_ ' GT-1 56m2 13 film �+ N-2 fi6�1 1 __ H-2 y� U T H-1+� l T_1 T-I WFI F i 6 6 9�1 F'l H-2 �H- 1 I r1T I_I\\C \\' 12 I T-1 T-I 2 LTII I T 1 r H-5 Ill 1 �j / \ ��// \\ P i ..$ I s6�2 ♦ - 2 /! I a } z ~ o UPSET GT-I GT-I 4 A H-I n z aq 2 IIT-BA r X X CIAH-2 I H-2 ` uj ut p cv n H-2 H-2 6 I) a+a UPSET 66DI 1 j 5 II 1 1.9 W-2�L---------J H-2 ;' 2nd FLOOR I 3rd FLOOR 'y' T-1 �+ FRAMING PLAN FRAMING PLAN T-1 T-1 �, — I M z H-I I I UP61=T H 2 SYMETRIGAL ABOUT 1 1 H-1 N 2 H 2 UPSET -3 `i T-1 7 9 H Bbldl 2 H 2 (4 N Cv T-1 _ T-1 6 T-1 T-I GT-1 CsT-I I I T-2 i- !-- ...—... c j 10 3 T_2 4 r I r t'I - 4 3 10 I I N T_I T-1 0 q �1 06D1 T-1 T-I G 3 3 - 3 3 N I N � r T-I ~ n T-1 n T-Ir- � I ' � Bbldl ' 9 cv T <n H 2 — _z 1 H- -2 }_ zoo 36�1 _ 2O 1 1 — IT-11 �, '1 1 I 66IDI r- r r r F- n — 1 I 1 �LIH1- 1 11 1, 6 ~ 6 5 5 5 UP6ET H-3 114-1 H-3 IF'SET T-1 T-1 — C4 IS � � T p"-2 "-2 16 4 66P11 5ECON12 4 THIRE)PLAN -5ULDING T T I TRU55 LAYOUT SHOWN 15 FOR CONCEPTUAL PURPOSF5,TRU55 MANUFACTURER SHALL COOR»INATE FINAL LAYOUT WITH MECHANICAL REQUIREMENT6. Illi ==�=� i �' 1111 0In C .J1 V o rPEti7 FRAMING PLAN NOTES: 1 SEE GENERAL NOTES ON SHEET 51.01. 2 SPACE FLOOR JOISTS AT 16" O.C. AND SPACE TRU55E5 AND MISC. WOOD FRAMING AT 24" O.G. MAX. 3 SEE THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF WOOD STUD WALLS, AND NON -LOAD BEARING PARTITIONS, SEE THE GENERAL NOTES FOR WALL FRAMING INFORMATION. 4 O INDICATES WOOD STUD SHEAR WALL TYPE::, AND SHADING INDICATES EXTENT OF SNEAK WALL. SEE THE SNEAK WALL SCHEDULE ON 51-{EET 51.01 POP, SHEAR WALL INFORMATION. 5 SEE GENERAL NOTES FOR FLOOR AND ROOF SHEATHING REGUIREMENTS - 5NEET SLmI ro SEE SHEET 59.01 FOR WOOD TRUSS PROFILES AND REQUIREMENTS. � PROVIDE WOOD HEADERS OVER ALL OPENING-;5. IF NO HEADER 15 INDICATED ON PLANS, PROVIDE AN N-3 OVER OPENINGS AT LOAD BEARING WALLS AND AN N-1 AT NON -LOAD BEARING WALLS. S TRUSS BEARING ELEVATIONS ARE AS FOLLOWS UNLESS NOTED OHTERWfSE ON TI-I>w PLANS OR AS APPROVED BY ARCHITECT: 2ND FLOOR: 9'-0" 3RP FLOOR /LOW RODE: 3/4" HIGH ROOF: 31'-5 1/2" PAUL J. FORD AND COMPANY .' STRUCTURAL ENGINERRS 3670 MAGUIRE BOULEVARD SUITE 110 ORLANDO, FLORIDA 32803 PHONE NO. 407-898-9039 FAX N0. 407-897-3662 I F c • F F c a 0 c 0 u C' 4 0 2 0/26/98 15SUE FOR PfiRI`11T I 5/19/90 PR06RE55 5Ei' Rev. No Dote Issue History F'UGLEBE:EZG .KOCH ARCf-IITEC`I'S Grla'rLdo A 2555 'ernple Trail, Winter Pprk, A. 32789 (407) 629-0595 1UEFLAKCK E o,. Nr APART�IENT� a�Mx o<� 02i2ai97 SANFORD , FLORIDA Ro,. 3422.0e WXM_3 TiPE I PL00R FRAMINe 63.01 PLAN aol N a N>_IE: FK901131 PLOT 5CAL>:: 3/32"a I'-0° Saar PLOT: 6/26/98 (D (D (1) ED E� (D m� EB E� (D @1 p E I G H 2 3 4 5 6 S 9 10 I I I 1 1 I 1 I I 19 B6D1 2x4 0 24' O.0 llV 2x4 a 24' O.0 W1 S6ID1 81MPSGN H-I EA 2x4 SIMP" H-I1 EA 2x4 TYIPICALI TYPICAL m 1-11 1- -- — — — . _r — - m T T 5 t- r m T-5 ^ T l:yi\ T-5 -2 ' T- T-1 m m 51 T-1 — — — T-1 T-1 r T-1 t T-1 15 15 T-1 86.01 56 01 T_1 IF I T-1 ~ T-5 I-GT 7r. on r-1 T-1 F,63E a 14 µ_3r T 1 56-01 =' A - F= '= r= ' , P8E T-1 16 1 f i r' M a9 8601 2 5TORT ON1.T T-1 T-1 ~ — T-1 ~ 961DI T-1 t- r 13 H-2 µ_2 T-1 _ r $6Y1 f 1 T-2 2 T-2 T-1 T- ~ T-1 - z T 1 1 B6ID2 9 - - i T 2 i - H- U-5 T-I - 7 5 CxT 5 2 T-1 Ip _ T-5 T 5 r ' �' g -� H-2 H-2 O N-I IIDI H-1 - 66�1 asfc� µ 1 H I -T-13i DN rJ 19 -2 H-2 GT-I GT-I 1D N r H-2 3 _ -1 T-1 6 e6z Yrdi,a . 61MP60N Ua6 2X8 EA. END TTP. bb�l ; l 86.01 I ~ ~ 1 -2 II e6m1 'r — 1 3 I 4 `Gj T-11 14 T-11 3 F T71 t; T-11 B6tD1 T 11 �q T-I T-1 6 86�1 L�� 1s T-11 T-I1 XI T-3 � CiT I 2 /` P X I I T-3 I I 4 I I T-3 Cs IT-112� 0 l! Q i I I T 3 H-2 H-2 - �' — m 0 T-15 T.5 n T•3 DN H-5 4 w ~ T-I X ~ T-15 T-15 T-15 T-5 1 N T-15 T-15 5 _ T-15 T-15 ' 3 ` 4 N µ'2 T 16 7 16 H.2 19 T-2 4 b6�1 T-2 1 L - D �M — 15 -2 H-2 2 16 T 3 m � T_3 bblDl ") ® C-�T-I CST-1 b601 T-3 = = T-3 i � r1, µ_1 N T-3 T-3 H-2 H-2 ' r. T•16 T-16 Lv H-2 H-2 2 z T-15 T-15 N T-15 T-15 ' 1-1 � = T-I T-14 _ 4 4 H-2 O U T-14 T- fo 6 _ u T-14 T-14 6 N C T-13 T43 T-I T-I N X (l -1 -I rn a i,A -1 T-3 1 1 H-1 ,� u, ,,, T-13 T-1 - H 2 H a OF 5rzT f- Ii -3 r r r i r r r T i i t r F H :0 3 N i I i i t T-I 2ND3FLOOSPLAN -BUILDING TYPE11 86�1 F� 3/32" = 1'-0" 9 H 8681 _2 N N 7 T-I T-I T-I T-1 z QHER 8' S4'-I' 5' N N Ill to -I rQ ry •'_ r rI 4 T1 2 3::�FF 10 8h� T-i t-1 86DI N 61'-I' 3 3 T-I T-1 86m1 4 H 2 -2 r 2m _ 1 86IDI N I 1 ; 7 7 7 7 x ry N - G- 5 IPSET ® s MIND44-1 PLANBUILDINCH TYPE11 H8 3/32' = 1'-0' TFR 16 66�1 e 1 t ®1i111 i 0 rd M r I -I NVr ES L L FRAMING PLAN NOTES: 1 SEE GENERAL NOTES ON SHEET 51.01. 2 SPACE FLOOR JOIST AT 16' O.C. AND AND SPACE TRUSSES AND MISC. WOOD FRAMING AT 24' O.G. MAX. 3 SEE THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF WOOD STUD WALLS, AND NON -LOAD BEARING PARTITIONS. SEE THE GENERAL. NOTES FOR WALL FRAMING INFORMATION. 4 O INDICATES WOOD STUD 5HEAR WALL TYPE, AND SHADING INDICATES EXTENT OF SHEAR WALL. SEE THE SHEAR WALL SCHEDULE ON SHEET 51.01 FOR SHEAR WALL INFORMATION. 5 SHE GENERAL NOTES FOR FLOOR AND ROOF SHEATHING REWREMENT5 - 5HEET 51.01 6 SEE 5HEET 51.01 FOR WOOD TRUSS PROFILES AND REQUIREMENTS. 7 PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER 15 INDICATED ON PLANS, PROVIDE AN H-3 OVER OPENINGS AT LOAD BEARING WALLS AND H-I AT NON -LOAD BEARING WALLS S TRU55 BEARING ELEVATIONS ARE AS FOLLOWS UNLESS NOTED OHTERWI5E ON THE PLANS OR A5 APPROVED BY ARCHITECT: 2ND FLOOR: 9'-0" 3RD FLOOR / LOW ROOF: 19'-5 3/4' HIGH ROOF: 31'-5 1/2° 9 IR INDICATES 4x4 POST PAUL. J. FORD AND COMPANY STRUCTURAL ENGINEERS 3670 MAGUIRE BOULEVARD SUITE 110 ORLANDO, FLORIDA 32803 PHONE NO. 407-898-9039 FAX NO, 407-897-3662 i o 1 0 _ ' 0 0 2 6/26/98 155UE FOR PERMIT 0 I 5/19/93 PROGRESS SET Rev. No Date Issue History F�UGLEBERG .LOCH ARCHIrCEC`I'S Orlando ■ 2555 Temple Troll, Winter Park, A. 32789 (407) 629-0595 PUP 'A;i CITY D UJE51'L�lKE Dr. Nr APA1�TM�NfiS A�. MX Date (D2/28/91 SANFORD , FLORIDA RoA 3422Dm PLOOR AND R- OOF FRAMINC� PLAN 5UILDIN6 T'�P 11 LU v r a FLe: FK9aII32 PLOT SCALE:3/329 _ 1'-0" LAST PLOT:6/26/98 I 2 3 4 5 (0 1 8 9 10 D r T 1 F G N 10 V— A" III T T- 11 Iq 11®_ 11® 11� 11� 111l� 111� 111111la■ Elm 111111111111111M .oi IIM III® Ili® 'llll� 'illl!�b� Illi� G4 J 3/32" - I'-®° 2 x 4 G 24' O r. W/ 2x4 iv 24' Or- W/ - BUILDI r 3 --- Llmllgi Dx !�!_ _i 19 z� 19 x 96Id1 x 9 N 0 (U N � U � IL x� IL TRUSS LAYOUT SHOWN 15 FOR CONCEPTUAL PURPO5E5, TRU55 MANUFACTURER SHALL COORDINATE FINAL LAYOUT WITH MECHANICAL REQUIREMENTS. FAS C I H NOTES FRAMING PLAN NOTES: 1 SEE GENERAL NOTES ON SHEET 51.01. 2 SPACE FLOOR JOIST AT Iro" O.C. AND AND SPACE TRU55E5 AND MISC. WOOF-) FRAMING AT 24' O.C. MAX. 3 SEE THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF WOOD STUD WALLS, AND NON -LOAD 5EARINCT PARTITIONS. SEE THE GENERAL NOTES FOR WALL FRAMING INFORMATION. 4 O INDICATES WOOD STUD SHEAR WALL TYP1=, AND SHADING INDICATES EXTENT OF SHEAR WALL. SEE THE SHEAR WALL SCHEDULE ON SHEET 51.01 FOR SHEAR WALL INFORMATION. 5 SEE GENERAL NOTES FOR FLOOR AND ROOF SHEATHING REQUIREMENTS - SHEET 51.01 6 SEE SHEET 51.01 FOR WOOD TRU55 PROFILES AND REQUIREMENTS. 7 PROVIDE WOOD HEAD1*RS OVER ALL OPENINGS. IF NO HEADER 15 INDICATED ON PLANS, PROVIDE AN H-3 OVER OPENINGS AT LOAD SEARING WALLS AND H-1 AT NON -LOAD C3EARING WALL5 a TRUSS 5EARING ELEVATIONS ARE AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS OR A5 APPROVED 5Y ARCHITECT: 2ND FLOOR: 9'-0" 3RD FLOOR / LOW ROOF: 19'-a 3/4" HIGH ROOF: 31'-5 1/2' 9. ® INDICATES 4x4 P05T PAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 3670 MAGUIRE BOULEVARD SUITE 110 ORLANDO, FLORIDA 32803 PHONE NO. 407-898-9039 FAX NO. 407-897-3662 0 2 6 20/98 1551E FOR PERMIT I 5/19/9a PR0GRF55 5ET Rev. No Dote Issue History ek F'UGLEBEFZG- KOCH ARCT- YFECTS Orlando 0 2555 Temple Trail, Winter Purk, FI, 32789 (407) 629--0595 .1i1'ry CIL WE5TLAKE APA T�E�II `tT5 SANnR� ,_fio_.RIQ, Dr. HT GK Mx Apr. MX Date 02/2&/91 �o�. 3422.00 BUILDING T�'PE I P RAM I NC3 PLAN LAST PLAT: 6/26/9a D E 2 3 4 5 6 7 8 9 10 WWF - SEE �- PRE-ENGR'D FOUNDATION STEEL STAIR SEE GENERAL NOTES ON SHEET PLAN 51.01 FOR ATTACHMENT OF STUD L3x3xl/4 w/ 1/2' WALLS TO FOUNDATIONS. SLOPE DIA x 4" EMBED WWF - SEE SINGLE OR DE3L SIMPSON LTT OR MTT E XPAN51ON BOLT FOUNDATION - PER 1/56.02 �--x x x x- -� WWF -SEE STUD WALL SEE � \,. \. \,. \. JOINT TO Bl; TOOLED FOUNDATION PLAN PLAN %/�/ j/\//\%/\//\% OR SAW -GUT COORDINATE WITH PLAN 4x6 POST/\\�\\/\\/\\/\\/\\� CIVIL SITE DRAWINGS (4) 05 EACH WAY 6 3 -0 5Q. 71 4x�P05T (3) �5 EACH WAY �' 2'-6' SQ. N ��\/�\ \\\/\\\/\\\/\\ 5L OPE S DN4 x x x x x- `- x x x x x- x x x x- //\\//�\/ /� //, //• /� X X X- \//\\/ CUT ALTERNATE % 6 MIL. VAPOR 13ARRIFR WIRES AT JOINT ° x x x x x x- x— x- x x x x SEE ARCH. DRAWINGS LOCATION # (2) 05 CONT SEE FOUNDATION PLAN FOR JOINT LOCATIONS 2,_07<(2) CONT 2'-6' (3) 5 (SECT 2) MIL. VAPOR BARRIER SEE ARCH. DRAWINGS 1 -6° (2) 5 (SECT 2A) (3) *5 CONT o 3'-0" SQUARE v 4x6 POST 2'-6" SQUARE: 1w 4x4 POST TYP. E[4E FOCTIN rl 6CAL£3/4'21'-O' ICJ /71 4x4 OR 4x6 WOOD P05T SIMPSON LTT OR MTT PER 1/56.02 (1)#5x2'-0" POST SLOPES DN /,X x x x x— N 3'-0" SQ 7 (3) M 5 TRANS. 2'-6' SQ. 6CALE3/4'4-0' 16D NAILS 9 all O.C. CONT. 2x4 FACED NAILED TO EA. TRU55 W/ (2) 16d NAILS 16D NAILS NO JOINT IN WALL SHEATHING AT FLOOR LEVEL -x x 6 MIL. VAPOR BARRIE SEE ARCH. DRAWINGS l4) 05 EW. o 4x6 (3) 05 EW. e 44 is 4x6 POST m 4x4 POST Tl'P FLOOR END DETAIL / II xaLF.,,.e sE� 2x BLOCKING AT EVERY 5EE DRUG 51.01 FOR OTHER TRUSS (SHEARWALLS ROOF SHEATHING ONLY) W/(2) 16d NAILS TOE NAILED EACH END 4 (3) 16d NAILS TOE NAILED TO DBL. 2x TOP PLATE NAIL SHEATHING TO BLKG W/ IfDd NAILS PRE-ENGINEERED ROOF TRU55 2x4 STUD WALL `-5EE ANCHORSCHEDULE SEE PLAN FOR pRAWING 51.01 SHEARWALL LOCATIONS HEADER AT 51M. CONDITIONS SECT I ON rZ� SCALE: 34:I4" C' /_ ./l1I SECTION r2 _2 SCALE3/4'4-O' SECTION 3 ScALE3/4,=r-o, S� 5EC ION rT� 5CALE3/4,zr-0' (2) LAYERS OF 5/8" GYPSUM WALL BOARD tu/ BASE PLY NAILED TO TRUSS AND RLOC< STUD WALLS NOT SHOWN - SEE w/ rod COOLER NAILS AT 9' CC GENERAL NOTES ON SHEET S1.01 AND FACE PLY NAILED W/ FOR ATTACHMENT OF STUD WALLS 8d COOLER NAILS AT 7' CC -� TO FOUNDATIONS. 1/4' ASPHALT 2 3/4' RECESS SLAB AT IMPREGNATED - r- SLIDING: GLASS DOORS FIBERBOARD ONLY WWF -SEE 16d NAILS AT 8" FOUNDATION O.C. TYPICAL SLOPPE6R c DOWN � / 4 PLAN 10FT m EXTEND 6HEAWALL SHEATHING TO DECK LADDER TRU56E5 J OR BALLOON FRAME TO TOP OF TRUSS ELEV, SECT I ON KT'� SCALE: 3/4'4-0' SFE SHEAR WALL Ibd NAILS e 5CHEDULE FOR SHEATHING AND NAILS REQ'D x SEE 1 /Sro-02 FOR STUD STRAPPIN�c 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS (3) S CONT 16d NAILS AT 8" CONT 2x4 >_^''= TO EACH 1 trod NAILS 2x., TR (4' NA TrFIIGAL CONTROL/"� JOINT DETA l= 56.0 NAILS PER SHEAR -� WALL SCHEDULE GONT 2x 1LOCKING OVER TRUSSES 16d NAILS AT 6' O.C. 2x4 BLOCKING BETWEEN TRUSSES WITH MINIMUM (4)16d NAILS PER PIECE NAILS PER SHEAR--' WALL SCHEDULE ?YF'r4L 5HEATNING AND BLOG<ING r9 GYPSUM SHEAR WALLS DETAIL soli r 19 1 (5)16d N 2x6 KICK AT 4'-0' TOENAIL TRUSS - - BOTTOM CHORD �I f 16d NAILS ,9 TO TOP PLATE I OF WALL w/16D CONT 2x4 w/ (2)16d s' O.C. NAILS AT EACH TRUSS NAILS AT 12' D.G. WEB, AND A 6IMP60N (NAILS NOT SHOWN) f AkfT WALLSN€Atrl 2 WALL 5ECTION Vo' TRUSS SHEAR k3LOCK -` BY TRU55 MANUFATURER BETWEEN TRUSSES DESIGN FOR 115 PLF r NAILS AND SHEATHING PER 5HEARWALL SCHED. SEE SHEET 51.01 n 1 111 111 111 111 16d NAILS AT 8' O.C. PRE-ENGINEERED 18 FLOOR TRU55 56.01 NAILS AND SHEATHING �- PER SHEARWALL SCHED. SEE SHEET 51.01 6ECTION 1� SCALE.3/414-0' H4 AT EACH KICKER I (MAX) - / I x H SIMPSON H6 - WRAP Hro AROUND TRUSS BALLOON FRAME CHORD TOP PLATE TO HEADER AT SIM. CONDITIONS FOLLOW CEILING AT VAULTED /� /� CEILINGS, RAISE ELEVATIONS.S. D T�P I GA 5ECT I ON AT r_�A5LE END TRU 6 5 E 513 5CALE3/4'4.0' S/ SEE PLAN SECT I ON r13 SCALE:3/4'-1'-0' PRE-ENGINEERED TRUSS SHEAR BLOCK PRE-ENGINEERED SPLINE TRUSS W/ AILS VERT. fD Iro" O.C. SHEATHING - ER PER ARCH. O.G. DWGS, 16d NAILS AT 16' O.G. EACH SIDE NAILING PER SHEAR WALL SCHEDULE TYPICAL 12 6 SECTION 6CALE:3/4'=1'-0' 16d NAILS AT 6' O.C. NAILS PER SHEAR WALL SCHEDULE SHEATHING TO MATCH SHEAR WALL SCHEDULE F',RF=ZEWAY 5ECTION(0"�1O SCALE3/4'4-0' SNARWALL SHEATHING I'tlt�n c"� "rn I ' A LL SCHED. 'RE-ENGR'D TRUSSE SIMPSON A35 EACH -r+� SIDE AT 48' O.C., OR 16d TOENAILS EACH 166 NAILS AT 12' SIMPSON A35 EACH 51DE AT 16' O.C. O.G. EACH SIDE SIDE AT 24" O.C., OR 16d TOENAILS EACH SIDE AT 10" O.G. - SHEARWALL SHEATHING PER SHEAR WALL SCHED. BALLOON FRAME TO TRUSS EACH SIDE NAILING PER SHEAR BOTTOM CHORD AT WALL SCHEDULE VAULTED CEILING TYPICAL - PART r L ALL/3>HEAR(14 WALL SECTION t@ ROOD 5(0.0 SEE DRWG 61.01 FOR ROOF SHEATHING 4'-O' MAX. 12 �2x6 LEDGER W/l3) 10d NAILS 5 AT TRUSS WEBS 2x4 24' O.C. (24' O.C. MAX.) — r PRE-ENGINEERED ROOF TRU65E5 SIMPSON H5 SIMPSON L5U24 2x4 STUD WALL SEE PLAN FOR SHEARWALL LOCATIONS HEADER AT SIM. CONDITIONS SECTION 19 SCALE: 3/4'.4-0' S(O.o 1 SHEARWALL SHEATHING PER SHEAR WALL SCHED. EACH SIDE PART-� WALL/6HEA 15 WALL SECTION �@ ROOD 56.01 2X8 LEDGER W/ (3) 1/4'� X 4 1/2' LG LAG SCREWS AT EA. TRUSS FLOOR SHEATHING WEB (24' OC MAX.) - FLOOR SHEATHING Z- PRE-ENGINEERED I PRE-ENGINEERED FLOOR TRUSS (TYP) I I FLOOR TRUSSES P05T BEYOND - PROVIDE I 6IMP60N HUC412 OR APPROYED I I EQUAL FOR TRU55 CONNECTION. E)/4LCON**f SECTION (-TO SCALE: 3/4' = 1'-0' A G U E H PAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 3670 MAGUIRE BOULEVARD SUITE 110 ORLANDO, FLORIDA 32803 PHONE NO. 407-898-9039 FAX NO. 407-897-3662 0 Z\ 0 2 6/26/9a 155UE FOR PERMIT Z�\ I �/19/90 PROGRESS SET Rev. No Date Issue History FUGLEBERG KoCH ARCHITECTS 0'r1a'n,do w 2555 Tarnple Trail, Winter Park, FI. 32789 (407) 629-0595 WE5TLAKE mx Pr- HT TM _ c. MX I� 1N� Date 02/20/91 5ANFORD , FLORIDA 3422-00 5 CTION� AND 5(0.01 E T A I L 5 PK9a1161 PLOT 6CAa E: 3/4' = 1'-�" LAST pLoT: (j/26/9a E ITEL HOLD DOUn TYPICAL STUD / TRU55 HUlwV vUWN T)"PICAL SiULWALL. HOLD DOWN 2x4 BLOCKING AT EA. -� BRACE. TOENAIL INTO TRUSSES W/ (4) 16d NAILS EA END ad NAILS a 4"O.C.� INTO BLOCKING I • , � � � 1 � � LADDER TRUSS I 2x4 BRACE to 40"O.C. W/ (5) 16d NAILS AT EACH END SCALE: 3/4" HEADER SEE PLAN PRE-ENGINEL, -.- - METAL STAIR L F3Y AIR MANUF. TACH TO LEDGER (3) 1/2" x 4 1/2" LG G SCREWS TYP. TYP 5TA1R STRINC�ER TO HEADER CONNECTIONK747:� SCALE: 3/4" = I'-O" ��.0 FLOOR SHEATHING SEE GEN NOTES 61.01 PREMANUF FLOOR TRUSS -� 2x4 STUD WALL SEE GEN NOTES 2x4 STUD WALL OR ROOF TRl TYPICAL STUD/ TRUSS HOLD DOLLIN TYP GIRDER HOLDDOWN FOR GIRDERS SEE NOTES TH15 SHEET FLOOR SHEATHING SEE GEN NOTES 51.01 WOOD SEAM SEE PLAN 2xa LEDGER \-2xas m 24" O.G. W/(3) 16d NAILS MAXIMUM � EAGH TRUSS --WALL SHEATHING SEE GEN NOTES AND 6HEARWALL SCHEDULE SECTION SCALE: 3/4" = 1'-O"Xt-02) 6HEARWALL SHEATHING PER SCHEDULE ATTACH 2X4 LEDGER W/ 1/4"0 X 3 1/2" LG LAG SCREWS AT 16 "OC (MAX) TYPICAL. SECTION SCALE: 3/4" = 1' -O° 5�0.� TYP HIP GIRDER HOLDDOWN FOR GIRDERS F' GIRDER TF SON H(o NAIL TO DOUBLE AT GABLE END TRUSS PROVIDE SIMPSON H6 NAIL. TO TRUSS AND TO DI UE3LE STUD BELOW — LISS PROVIDE SEE T1�116 t0 TRUSS ,TUD BELOW HOLDOLUN SCHEDULE SHEET SIDI DOUBLE STUD UNDER HIP GI DERS. 51MPSON C520 ** — (2) SIMP ON 61`1 O T (2)H3 TYPICAL rzABLE ENE) -HOLD DOWN 514mt A5 I T 1" I muc?%? rrvr tivvwiv TYP GAE3LE END TRUSS HOLDDOWN FOR GIRDERS NOTE: GIRDER TRU55, HEADER 4 SHEAR WALL CONNECTIONS MAY NOT BE ELIMINATED WITH THE OPTIONS LISTED ABOVE PRE- ENGINEERED ROOF TRUSS ROOF SHEATHING SEE SHEET 51.01 COOR'D. OVERHANG W/ ARCH. DW'G5 PRE- ENGINEERI;D� ROOF TRUSS ROOF SHEATHING OFF SHEET 51-0I SIMPSON LT512 OR-/ SIMPSON APPROVED EaUAL HI SCALE: 3/4" = 1'-0" SEE ARCH DW'G6 FOR OVERHANG PRE-MANUF. OVERBUILT TRUSS CONN. BY TRUSS MANUF. 2x4 BLOCKING 15ENEATH END OF O.B. TRU56 TYP. TOPICAL OVER 5UIL T 5 CTION SCALE: 3/4" = ►'-'0" 56 Ioa NAILS AT 4" O.G. DBL. 2x BLOCKING EA. 2x 5LOCKING W/ SIMPSON C520 x Igo" LG. MAX. NAILING xx� i i 2x BLOCKING (5) 20d NAILS 2x BLOCKING -TYP AT DBL. W/ N N3 W/ SIMP50N H3 2x BLOGKINCx 2x6 BRACE CENE EACHH ND E � EACH END - TYP. , ��� �� CONT. 2x4 W/ (2) 126 NAILS ,1w EACH TRUSS WEB MEMBER ,- TYPICAL 6IMP50N H4 - TYPICAL, , DBL. 2x BLOCKING W/ SIMP50N C620 SEE ANCHOR x 16" LG. MAX. NAILING SCHEDULE 2x 1LOCKING 4 ]rod NAILS TOE NAILED SEE SECT. �� W/ SIMPSON H3 1Q 6" O.G. TO DBL. TOP P 1/56.02-7 EACH END �x ----------- ��-��---- -- ---------- � SECTION r&�� SCALE: 3/4" = 1'-0" S�J.o (2) 51MP50N HIO (1) EA. SIDE OF DBL. TOP PLATE PRE -MANUF. ROOF TRU56 z WHEN "H" 16 < a'-0" USE SINGLE 2x6 BRACE WHEN "H" IS > a'-0" USE "X" 2x6 BRACING "H" MAX. = 16'-O" 2x BLOCKING W/ SIMP50N H3 EACH END n f NVTES * AT GIRDERS WITH SPANS OVER N I0'-0" BETWEEN SUPPORTS, USE SIMPSON MTT205's w/ 3/4" DIA. s THREADED RODS 4 (24) 16d NAILS AND 3/4" DIA A.B.'s IN LIEU OF LTT20's. =` Q. ** GO -BOLTS MAY BE USED IN LIEU OF 0 THIS CONNECTOR/STRAP. GO -BOLTS ARE TO BE SPACED AT 6'-O' O.C. MAXIMUM. c GO-E30LTS WITH 5PACINGz GREATER THAN 4'-0' O.C. MUST HAVE TOP PLATE REINFORGING AT ROOF TRU55 BY X NAILING BOTH PLATES AT O.G. STAGGERED. 75 U 7S c E N U :o 0 e a 0 L C U v o. c rn 3 V y U S C C V v -o 0. ll Cl N D N -C 0 a v N U V U L V O X rn N a. W U rl N "J U PAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 3670 MAGUIRE BOULEVARD SUITE 110 5 ORLANDO, FLORIDA 32803 0 PHONE NO. 407-898-9039 A FAX NO. 407-897-3662 E 0 v s U Z W 0 s U Q x v p 0 w m 2 6/26/98 ISSUE POP, PERMIT 0 1 5/19/9S PROGRE55 SET Rev. No Date Issue History _FUGLEBERG KOCH ARCHITECTS Orlando 0 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 G T y Pr. HT c% mx APARTIIENT� �r. Mx Data 02/2S/91 W 6ANFORD FLORIDA 3422.00 , ELEVATION AND 6.02 DETAILS ME; FK901162 PLOTSCALE:3/4" = 1'-0" LA5TKOT:6/26/98 2 3 4 7 8 9 1D SLOPES DN VARIES UI // 7X X x x MRS T)"I . 5LAk3 5EC I IO `i AT r_�ARAC_iE WLLF - SEE FOUNDATION PLAN I ro MIL. VAPOR BARRIER SEE ARCH. DRAWINGS (3) S CONT SCALE=: 3/4'=1'•0' �/71 5TUD WALLS NOT SHOWN - 5EE GENERAL NOTES ON SHEET 59.01 FOR ATTACHMENT OF 5TUD WALLS TO FOUNDATIONS. SII ro MIL. VAPOR BARRIER SEE ARCH. DRAWINGS D 1= F 1EN WWF - 5EE POUNDATION PLAN �--- (2) "S AT SECT 2 (3) 05 AT SECT 2A SECTION rP\� 6CALE-3/4Y'-0' 1�iv 4x4 OR 4xro 8" WOOD P05T , --- SIMPSON LTT OR MTT PROVIDE ANCHOR W/ PER 1/56.02 DIA. SPECIFICATION BY MANUF. W/ 8" EMBED MIN. EPDXY ANCHOR W/ SAME EMBED MAY BE USED (1) * 5 x 2'-0" SLOPES DN m POST I �VARfES (3) *a CONT (3) M 5 TRANS. 3'-0" (4(4xro, (I 4x4) 5 E CT1ON 5CALF3/4'=1'-0' STUD WALLS NOT SHOWN - SEE GENERAL NOTES ON SHEET 59.01 FOR ATTACHMENT OF 5TUD WALLS TO FOUNDATIONS. WWF - 5EE FOUNDATION GONt. 05 PLAN VARIES __x x x--- x x— TZ /\�//\ IX 11 - ro MIL. VAPOR BARRIER ro MIL. VAPOR BARRIER SEE ARCH. DRAWINGS SEE ARCH. DRAWING5— I • (2) 05 AT SECT 2 (3) 05 AT SECT 2A AT SECT 3 AT SECT 3A SCALE3/4"=I'0 �_01& PROVIDE ANCHOR W/ DIA. SPECIFICATION BY MANUF. W/ 8" EMBED MIN. SIMPSON LTT OR MTT EPDXY ANCHOR W/ SAME PER 1/66.02 EMBED MAY BE USED 4x(v POST (4) � EACH WAY 6 3'-0" SQ. OR 4x4 POST (3) "5 EACH WAY m 2'-6" 50. CONT. oeS 411 -x x x x x- x— "x x— x x x x- 8" 3'-0" SQUARE m 4x�o P05T 2' - �o " 5QUAR3= Q 4x4 POST 5ECTION G F NoTES PAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 3670 MAGUIRE BOULEVARD SUITE 110 ORLANDO, FLORIDA 32803 PHONE NO. 407-898-9039 FAX NO. 407-897-3662 Al 0 2 / /20/98 155UE rOR PERMIT 0 1 5/19/98 PROGRE55 5ET Rev, No Date Issue History F'io UGLEBERG KOCH ARCHITECTS Orlando M 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 PUP CITY ci` HT MX new 02/28/31 SANPORD , FLORIDA 342290 ELEVATION AND 56,03 IDETAIL PILE: fK981163 KOT6CAI.EIVA' I' f!/'I 1All- 1 2 3 4 NOTES A 13 C D E F G UP I •• FRUO-T FLOOR PLAN REFER TO 6HEET6 A4.01, A4.02 D A423 FOR WINDOW TYPE LOCATIO AREA PER FLOOR = 16,243 5.F. _ WALL LEGEND GNE LAYER a 5/8' TYPE 'X SIDE OF TENANT SEPARTION WALL W/ 31/2' MIN. BATT IN6UL. IN ONE STUD SPACE, CALCULATED ASSEM>LY EASED ON C44APTER 1,19916BCG1. I HOUR RATED 1>✓N4NT SEPARATION ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL. CALCULATED A65EMBLY RASED ON CHAPTER 1,1991 BDCCI. HOUR PROTECTED EXTERIOR WALLS ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF WALL. UL 0 U305 " ' ® I HOUR PROTECTED INTERIOR WALLS ■llld d d Iddd�! d ■I on. -A PROVIDE I LAYER 1/2' GYPSUM WALBOARD ATI'IG DRAFTSTOP PARTITION ONE LAYER OF I/2' G.O. EACH SIDE OF INTERIOR WALLS. NON -RATED WALLS. FLOOR/CEILING GW5 5CHEDULE I HOUR RATED FLOOR/CEILING ASSEMBLY ONE LAYER OF TYPE 'G' OVER METAL FURRING CHANNELS UL DEBIGN NO. L528 I HOUR RATED ROOF/CEILING 456MY TWO LAYER6 OF 5/8' TYPE 'X' GYPSUM A560G. DE51GN MANUAL A LY NO. RC-2601- C NOTE: PROPER FA5TENING 5CHEDULE FOR o DRYWALL MUST BE U6ED AT EACH FIRE A55EM5LY. SEE 6H.AF6.01 d AF6.02 GENERAL NOTES: 01. AT GROUND FLOOR UNITS INT. AND EXT. LOAD BRG. PARTITION6 TO BE 3 X 4 5TUD5 10 16' O.C. AT 0 3-5TORY PORTION OF BLDGS. REFER 5TRUCT. 02. REFER TO CIVIL OR LAND5CAPE 61TE PLAN FOR 51PEWALK LAYOUT LEADING TO 5TAIR6. V 03. INTERIOR NON -LOAD BEARING WALL5 MAY BE 25 GA. MTL. STUD 'w 24" O.C. W/ 22 GA. MTL. Y RUNNER TRACK TOP AND BOTTOM. p 04. NOT U5ED ° 0 05. I -HOUR RATED ATTIC ACCESS 06. PROVIDE ONE LAYER OF 1/2' GYPSUM WALLBOARD OR PLYWOOD OR I/V THERMOPLY AT 300 S.F. MAX. IN FLOOR A66EMBLY A5 PER CITY CODE, FIELD VERIFY LOCATION TO COORDINATE WITH 6TRUCTURAL FLOOR FRAMING PLAN. m 0 REAR ff- M NOTE a ALL APARTMENTS TO BE SPRINKLERED WITH 13R 0 SPRINKLER 5Y6TEM PER NFPA AND LOCAL CODE REQUIREMENT5. 5HOP DRAWINGS 5HALL BE E PRODUCED 4 APPROVED BY AN ENGINEER CERTIFIED o TO PRACTICE IN THE STATE OF FLORIDA. ti CONTRACTOR TO 6UBMIT 6HOP DRAWINGS TO ARCHITECT FOR FINAL APPROVAL. c N N U O V N y U L U Z W Z F- s CK 0 0 w F- J A 1i Rev. I No I Date Issue History el FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 c3 f y ... C4 W E 5 T L A K E APARTMENT5 oA� 6-26-98 SANFORp. FLORIDA �nj3643-00 BUILDING TYPE I FIR5T FLOOR PLAN A2.01J H2) 1 2 3 4 ro I a _j 10 1 1 I 2 3 5 6 1 g 9 ID NOTES A B A 114'-3' 4'-0' II'-8' 12'-8` 11'4 19'-0' 26'-5' 19'-2' 9'-01� I I 1 I I � I Q — I I I I I I Cl Cl r I 1'-6' � I O cl I f� r ti) � I Io � fir _ Li ----------- I ' 1----------- -- _ L I _ — I 1 I ----------- — -1 r Al r�— I , I I A ^ I vcy,, GZ I G2 I 1 � I i Al Al ; I 29'-0' r 13'-0' 35'-8' I . --- I G3 - --- --- _-- -I r- -- BUILDING 1515YMMETRICAL 1 A60UT ENTERLINE ♦\ I I --_ I - I I .:a I I 1 1r I DOWN . UP I P ro DOWN UP _ DOWN I UP _ _ — I I I — I I I I I I I I I I I (I,, 1Dl . - D2 E2 p2 - -- -- - , I IF j I I I I =� 1 ( I I 1 12' 541-2' 68'-2' I 1 I I I H FLOOR ���I `� A'5UI�,� I�� ���� � S�CDNi�R���R TO 9H��T5 A4.01, A4.02, A4.03 FOR WINDOW TYPE LOCATIO H2 3/32" = I'-0' AREA PER FLOOR = 18,243 5.F. l� g 6 8 9 10 WALL LEGEND ONE LAYER Gr- 5/8' 'X' aNgZ SIDE OF TENANT SEPARTION WALL W/ 3 1/2' MIK BATT IN5UL- IN ONE STUD SPACE. CALCULATED ASSEMBLY BASED ON CHAPTER 1, 111 SE=I. I HOUR RATED TENANT SEPARATION ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL. CALCULATED ASSEMBLY BASED ON CHAPTER 1,1991 SPCG1. I HOUR PROTECTED EXTERIOR WALLS ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF WALL. UL 0 U305 "® 11N"" I ~ I HOUR PROTECTED INTERIOR WALLS b ® ..mom PROVIDE I LAYER 1/2' GYPSUM WALBOARD ATTIC DRAIPTSTOP PARTITION ONE LAYER OF 1/1' G.W,B. EACH SIDE OF INTERIOR WALLS. NON -RATED WALLS. FLOOR/CEILING GW B 5CNEDULE I HOUR RATED FLOOR/CEILING ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN NO. L528 I HOUR RATED ROOF/CEILNG ASSEMBLY TWO LAYERS OF 5/8' TYPE 'X' GYPSUM A590C. DESIGN MANUAL ASSEM>LY NO. RC-260L NOTE: PROPER FASTENING SCHEDULE FOR a DRYWALL MUST 15E USED AT EACH FIRE ASSEMBLY. SEE 5H.AF6.01 d AF6.02 d. CORAL NOTES: .o 01. AT GROUND FLOOR UNITS INT. AND EXT. LOAD ERG. PARTITIONS TO BE 3 X 4 5TUD5 is IV O.C. AT 3-5TORY PORTION OF BLDGS. REFER STRUCT. 02. REFER TO CIVIL OR LANDSCAPE SITE PLAN FOR 51DEWALK LAYOUT LEADING TO STAIRS. V 03. INTERIOR NON -LOAD BEARING WALL5 MAY 15E 25 GA. MTL. STUD 9 24" O.C. w/ 22 GA. MTL. RUNNER TRACK TOP AND BOTTOM. T 04. NOT USED 05. 1-HOUR RATED ATTIC ACCESS N 06. PROVIDE ONE LAYER OF 1/2' GYPSUM WALLBOARD a OR PLYWOOD OR 1/8' THEWOPLY AT 300 5.1~. MAX. IN FLOOR ASSEMBLY AS PER CITY CODE. FIELD VERIFY LOCATION TO COORDINATE WITH STRUCTURAL FLOOR FRAMING PLAN. m SPRINKLER SYSTEM NOTE a ALL APARTMENTS TO BE 5PRINKLERED WITH 13R SPRINKLER 5Y5TEM PER NFPA AND LOCAL CODE s REQUIREMENTS. SHOP DRAWINGS SHALL BE - PRODUCED d APPROVED BY AN ENGINEER CERTIFIED - TO PRACTICE IN THE STATE OF FLORIDA. CONTRACTOR TO 5U15MIT SHOP DRAWINGS TO ARCHITECT FOR FINAL APPROVAL. U E V V V h U Z AV A x A z U W J C7 A � ■ Rev. I No I Date Issue History FUGLEBERG KoCH ARCHYFEC`I'S G Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 H �'� � C9 r••. a' CITY F W E 5 T L A K E APARTMENTS SANFORP. FLORIDA �l. 3643-08 PXpINCx TYPE SECOND A2.02 FLOOR PLAN FIE, 3643A202.DWG PLOTWALIE: 12'd1-04 LAST PLOT:5ep 01,1990 Z a _ S g 10 - -1 NOTES A A I I 114'-3' 4'-0' B I li I I , I I I I GI � Cl I -__ r I I I I a M'IJA .I----------- ----------- o L_ ------------ I I i----------- ,! r --------- --- I I 1----------- 01rW �j %'; ' i� l I ♦``♦ J I RIDGE RIDGE 44 C2 I C2 YAK-�Y i I^� �: I , � RIDGE 1 RIDGE` 4.0 11 -4 13 -0 -t BUILDING 15 S ETRICAL - •� E ABOUT CENTERLINE INE J n rl �� C2 �. I I I I I J C2 II II .♦ CI l♦ i I �, II 11 ♦ I I . ♦` � II I I I -- I I -- I I I 00 DOWN DOWN -- DOWN .— DCUN ri I I - I I ( + i t � I I `♦ I I II II ,� _ I I `♦l ZVI E32Lf I I -- ,— p �e G ROOF BELOW ROOF BELOW H REFER TO SHEETS A4.01, A4.02, AN A .03 BUILDING TYPE t "� HI FLOOR PLAN - FOR WINDOW TYPE LOCATIONS n� 3/32- 1'-0' AREA PER FLOOR 12,03-i S.F. /o f 5 6 g 9 IC 3 4 WALL LEGEND ONE LAYER of 5/8' TYPE 'X' MACH 51DE OF TENANT SEPARTICN WALL W/ 3 IR' MIN. DATT INSUL. IN ONE STUD SPACE. I HOUR CALCULATED ASSEMBLY 13AWD ON RATED TENANT SEPARATICN c}ApTER 1,1991 SBGC1. s no � � "' now ONE LAYER OF 5/8' TYPE 'XI ON THE INTERIOR SIDE OF WALL. I HOUR rw CALCULATED ASSEMBLY 13ASED ON EXTE R ORC IWALLS CHAPTER 1,1991 SECCI. ONE LAYER OF 5/8' TYPE 'X' ON "" ' mmmml I HOUR EACH SIDE OF WALL. PROTECTED UL 0 U305 INTERIOR WALL5 �.. _ ..mom PROVIDE I LAYER IR' GYPWI WALBOARD ATTIC DRAPT5TOP PARTITION ONE LAYER OF V2' G.Wb, EACH NON -RATED WALLS. SIDE OF INTERIOR WALLS. FLOOR/CEILING GW5 5CHEDUL, I HOUR ONE LAYER GF TYPE IV RATED FLOOR/CEILING OVER METAL FURRING GHANNELS A66EM5LY UL DE51GN NO. L528 I HOUR TWO LAYERS OF 5/8' TYPE 'X' RATED ROOF/CEILING GYPWI A550C. DESIGN MANUAL ASSEM6LY ASSEMFiLY NO. RC-260L NOTE: PROPER FASTENING SCHEDULE FOR DRYWALL MUST 13E USED AT EACH FIRE A56EMBl-Y. t SEE 5H.AF6.01 4 AF6.02 COERAL NOTE& t 01. AT GROUND FLOOR UNITS INT. AND EXT. LOAD BRG. _ PARTITIONS TO BE 3 X 4 STUDS 19 16' O.C. AT 3-5TORY PORTION OF BLDGS. REFER STRUCT. 02. REFER TO CIVIL OR LANDSCAPE SITE PLAN o Q FOR SIDEWALK LAYOUT LEADING TO STAIRS. 03. INTERIOR NON -LOAD BEARING WALLS MAY BE 25 CAA. MTL. STUD 9 24" O.C. w/ 22 GA. MTL. G RUNNER TRACK TOP AND BOTTOM. 04, NOT USED 0 05. I -HOUR RATED ATTIC AGCESS N 06. PROVIDE ONE LAYER OF 1/2' GYPSUM WALLBOARD OR PLYWOOD OR 1/8' THERMOPLY AT 300 S.F. MAX. IN FLOOR ASSEMBLY AS PER CITY CODE. FIELD VERIFY LOCATION TO COORDINATE WITH STRUCTURAL FLOOR FRAMING PLAN. G v DER SYSTEM NOTE U_ U 0 ALL APARTMENTS TO BE SPRINKLERED WITH 13R SPRINKLER SYSTEM PER NFPA AND LOCAL CODE REQUIREMENTS. SHOP DRAWINGS SHALL BE PRODUCED 4 APPROVED BY AN ENGINEER CERTIFIED o TO PRACTICE IN THE STATE OF FLORIDA. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT FOR FINAL APPROVAL. c G E 0 G U L w x z 0 W QW H ■ Rev. I No I Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 +P�1 :4tilA WE 5 T L A K E APARTMEN` 6 Date 6-26-90 5ANFORD. FLORIDA F�nj. 3643-00 BUILDING TYPE ?LAIRD FLOOR PLAN A2.03 FILE, 3643A203.DWG fLcT ec&E� 12' = I' -O' LABT PWT, Sep 01, 1996 4 � 2 3 NOTES D E E G H A B GABLE GABLE Its ---------- I GABL GABLE-------- ' ---- I I I I I � I � I ' I ; p I ------------ ------------- I I , I U1 -------- ' ��4,' -- Old RIDGE VENT TYP. __ ' y�n—�c �-`'------- �F J� RIDGE RIDGE RIDGE � I !� RIDGERIDGE CA C1 , >------------- uc ' f I I� '�' GE. RIDGE RIDGE I I GABLE GABLE I I '----�I � GABLE GABLE � I- I ________------ -------------------- L1----------------------- ---------------- I I I I ' I I I I I I I I j RIDGE RIDGE _ RIDGE RIDGE I I RID P���� � Lu ��` ��4 I � r ,� \' 4 al 'A yl > r cli��� l��r RIDGE {c ------ �� IDGE ------ -Aa' -- ---01 m RIDGE � p m —1 RIDGE RIDGE - RIDGE RIDGELLI I �I I ai `I-4 I I I l I I --------T--------------------------------------.-.--._._ --_--_ - ROOF BELOW ROOF BELOW L H3 BUILDING TYPE I - ROOF PLAN AREA PER FLOOR = 6F. lvB�iY - 1 A 0■ S WALL LEGEND ONE LAYER OF 5/6' TYPE 'X' ONEACH 61PE OF TENANT SEPARTION WALL W13 1/1' MIN. BATT INSUL. IN ONE STUD SPACE. CALCULATED ASSEMBLY BASED ON CHAPTER 1,1'41 SOCGI. HOUR RATED TENANT SEPARATION ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL. CALCULATED A65EMBLY BASED ON CHAPTER 1,1%13BCCI. I HOUR PROTECTED EXTERIOR WALLS ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF WALL. UL I U305 wxw . I ® I � I HOUR PROTECTED INTERIOR WALLS roar s r ® .4 w wm l PROVIDE I LAYER 1/2' GYPSUM WAL130ARI) ATTIC DRAFTSTOP PARTITION ONE LAYER OF 1/2' G.W.B. EACH SIDE OF INTERIOR WALLS. NON -RATED WALLS. FLOOR/CEILING Cal, 5 5CHEDULE I HOUR RATED FLOOR/CEILING ASSEM6l.Y ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN NO. L528 I HOUR RATED ROOF/CEILMG ASSEMBLY TWO LAYERS OF 5/8' TYPE 'X' GYPSUM ASSOC. DESIGN MANUAL ASSEMBLY NO. RC-2M G NOTE: PROPER FASTENING SCHEDULE FOR ILI DRYWALL MUST BE USED AT EACH FIRE A55EMBLY. z SEE 6HAF6.01 4 AF6.02, GENERAL NOTES: 01. AT GROUND FLOOR UNITS INT. AND EXT. LOAD BRG. PARTITIONS TO BE 3 X 4 5TUD6 a 16' O.C. AT 3-6TORY PORTION OF 5LDG5. REFER STRUCT. ° 02. REFER TO CIVIL OR LANDSCAPE 51TE PLAN FOR SIDEWALK LAYOUT LEADING TO STAIRS. 2 03. INTERIOR NON -LOAD BEARING WALLS MAY BE a 25 GA. MTL. STUD 6 24" O.C. W/ 22 GA. MTL. RUNNER TRACK TOP AND BOTTOM. D 04. NOT USED 05. I -HOUR RATED ATTIC ACCESS N 06. PROVIDE ONE LAYER OF 1/2' GYPSUM WALLBOARD OR PLYWOOD OR 1/8' THEWOPLY AT 300 5F. o MAX. IN FLOOR A66EMBLY AS PER CITY CODE. FIELD VERIFY LOCATION TO 000RDINATE WITH STRUCTURAL FLOOR FRAMING PLAN. t v n a, SERcLER aYSTEh1 NOTE 0 a ALL APARTMENTS TO BE SPRINKLERED WITH 13R SPRINKLER SYSTEM PER NFPA AND LOCAL CODE REQUIREMENTS. SHOP DRAWINGS SHALL BE PRODUCED 4 APPROVED BY AN ENGINEER CERTIFIED o TO PRACTICE IN THE STATE OF FLORIDA. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT I"OR FINAL APPROVAL. ? u r= Li u a 0 Q W r � m r' A Rev. I No I Dote Issue History FUGLEBERG KOCH ARCHYFECTS Orlando 2555 Temple Trail, Winter Park, Ft. 32789 (407) 629-0595 CITY ci UV 'A J W E 5 T L A K E aPaRrMENrs SANFORP. FLORIDA Data 6-26-98 R,. 3643-00 f5lUILIDING TYPE ROOF PLAN A2.04 FM 3643A204.DWG PLOT ecALE: 12' --1'-0' i.AeT RI.Or: Sep 01, 1998 IV) NOTES A A } , / , 41 29'-2' B UP --------- -- -_--_-_--. / i I , I ' / Dl / cv ---------- i_--------- 3'-5' 8'-2' , I I / I ' G t ----------- I I ----------- _ J L_ / — ------------- I Al / r7 1 GARAGE ---------- p2 GARAGE ' GARAGE - ---- --------- Al UP1 UP ` V I / GARAGE 1 GARAGE I I ; /^F2 GARAGE UP I I e Lf p Uzi cA F I I I I I I I I I I I I 1 54'-21 5'-0' 12' H �I� �� TYPE (j FROt FLOoR ���'� REFER TO SHEETS A4.01, A4'.02, AN .03 f3�� 3/32' - l'-0'1 AREA PER FLOOR = 18,243 S.F. FOR WINDOW TYPE LOCATIONS. 2 a S 6 10 WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ONEACH 61DE OF TENANT 5EPARTION WALL W/ 31/2' MINI DATT INSUL. IN ONE STUD 6PACE. I HOUR CALCULATED A55EMBLY BASED ON RATED TENANT SEPARATION CHAPTER 1, MI 65CCI. "'"'"' ®®o ® ®' ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL. 1 HOUR PROTECTED CALCULATED A65MLY RASED ON EXTERIOR WALLS CHAPTER 1,1V -WC1. ONE LAYER OF 5/8' TYPE % ON ®IMI I ® ' ®' I HOUR EACH SIDE OF WALL. PROTECTED UL + U305 INTERIOR WALL6 PROVIDE I LAYER 1/2' ATTIC DR.AFt5TOP PARTITION GYP'UM WALWARD ONE LAYER OF 1/2' G.W.B. EACH NON -RATED WALLS. SIDE OF INTERIOR WALLS. F=R/CEILINCH GW5 5CHEDULE I HOUR ONE LAYER OF TYPE 'C' RATED FLOOKCEILING OVER METAL FURRING CHANNELS ASSEMIDLY UL DE616N NO. L528 I HOUR TWO LAYER6 OF 5/8' TYPE 'X' RATED ROOF/CEILING GYP6UM ASSOC. DESIGN MANUAL A65cEM6LY A55 MBLY NO. RC-260L NOTE: PROPER FASTENING SCHEDULE FOR a y DRYWALL MUST BE USED AT EACH FIRE ASSEMBLY. SEE 6H.AF6.01 4 AF6.02 01. AT GROUND FLOOR UNITS INT. AND EXT. LOAD 5R5. PARTITIONS TO BE 3 X 4 STUDS g IV O.C. AT 3-5TORY PORTION OF 5LDG5. REFER STRUCT. 02. REFER TO CIVIL OR LANDSCAPE SITE PLAN O FOR SIDEWALK LAYOUT LEADING TO STAIRS. U 03. INTERIOR NON -LOAD BEARING WALLS MAY BE N 25 GA. MTL. STUD Q 24" O.C. w/ 22 GA. MTL. RUNNER TRACK TOP AND BOTTOM. T 04, NOT USED a 05. ]-HOUR RATED ATTIC ACCESS N 06. PROVIDE ONE LAYER OF 1/2' GYPSUM WALLBOARD o OR PLYWOOD OR 1/8' THERMOPLY AT 300 S.F. o MAX. IN FLOOR ASSEMBLY AS PER CITY CODE. FIELD VERIFY LOCATION TO COORDINATE WITH STRUCTURAL FLOOR FRAMING PLAN. X o, SpgWRILER SYSTEM NM T 0. ALL APARTMENTS TO BE SPRINKLERED WITH 13R ti SPRINKLER SYSTEM PER NFPA AND LOCAL CODE REQUIREMENTS. SHOP DRAWINGS SHALL BE PRODUCED 4 APPROVED BY AN ENGINEER CERTIFIED o TO PRACTICE IN THE STATE OF FLORIDA. CONTRACTOR TO SUBMIT 5HCP DRAWINGS TO ro ARCHITECT FOR FINAL APPROVAL. c> ti z 0 w 0 z 0 s 0 u y � _ n H Rev. I No I Date Issue History io FUGLEBERG KOCH ARCHIrI'ECrI'S Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 PLAIN""; 9aii t x W E 5 T L A K E AIPARTMENT5 6-26-98 SANFORD. FLORIDA 3643-00 5XIDING TYPE II i FIRS? FLOOR PLAN A2.05 Fits: 3643A205.DWG FLoT wgE: 12' -1'-0' LmT KoT: Sep 01,1995 1 2 3 4 5 (0 7 S 9 10 A B _ - G P E G H i59'-10' 14'-1' 12'-8' Il'»4' 19'-0' 26'-5' 29'-2' I I GI ' / I � , / 10 � � I Ln r — ----------- Al / r 111 fit 1 D2 ' C2 4/ Al .0 II C2 OAR _ UP ._ -- DOWN _ I I I I I I I I I I I I r I I I I I I F2 D2 I DI r S4'-2' 5UILDING TYPE 11 - 5ECOND FLOOR P REFER TO SHEETS A4.02, AND- 4.03 A4.01, 3/32u = I'-0' AREA PER FLOOR = 18,243 SF. FOR WINDOW TYPE LOCATIONS. ' Noll ES WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ONEACH SIDE OF TENANT SEPARTION WALL W131/2' MIN. BATT INWI. IN ONE STUD SPACE. CALCULATED ASSEMBLY BASED ON CHAPTER 1, IV SBCCI. 1 HOUR RATED TENANT SEPARATION ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL, CALCULATED ASSEMBLY 13ASW ON CHAPTER 1,1991 SBCGI. 1 HOUR PROTECTED EXTERIOR WALLS ONE LAYER OF 5/8' TYPE % ON EACH SIDE OF WALL. UL I U305 w I ww..% I HOUR PROTECTED INTERIOR WALLS w_ w w wwwws w w w.wl PROVIDE I LAYER 112' GYPSUM WALBOAW ATTIC DRAFTSTOP PARTITION ONE LAYER OF U2' GW3. EACH SIDE OF INTERIOR WALLS. NON -RATED WALLS. FLOOR/CEILING GW5 5CHEDULE I HOUR RATED FLOOR/CEILING ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN NO. L528 I HOUR RATI=D ROOF/CEILING ASSEMBLY TWO LAYERS OF 5/8' TYPE 'X' GYPSUI"t ASSOC. DE61GN MANUAL A56EMY NO, RC-260L I C NOTE: PROPER FASTENING SCHEDULE FOR DRYWALL MUST BE USED AT EACH FIRE ASSEMBLY. SEE 6HAF6.01 4 AF6.02 v, GRAL NOTES: 01. AT GROUND FLOOR UNITS INT. AND EXT. LOAD BRG. U PARTITIONS TO BE 3 X 4 STUDS 6 IV O.C. AT 3-5TORY PORTION OF 15LDG5. REFER STRUCT. 02. REFER TO CIVIL OR LANDSCAPE SltE PLAN 2 a FOR SIDEWALK LAYOUT LEADING TO STAIRS. 03. INTERIOR NON -LOAD BEARING WALLS MAY BE U N 25 GA. MTL. STUD v 24" O.C. w/ 22 GA. MTL. RUNNER TRACK TOP AND BOTTOM. p 04. NOT USED 05. I -HOUR RATED ATTIC ACCE55 06. PROVIDE ONE LAYER OF 1/2' GYPSUM WALLBOARD OR PLYWOOD OR 1/8' THERMOPLY AT 300 S.F. o MAX. IN FLOOR ASSEMBLY AS PER CITY CODE. FIELD VERIFY LOCATION TO COORDINATE WITH STRUCTURAL FLOOR FRAMING PLAN. w SFIRMER SYSTEM NOTE a ALL APARTMENTS TO BE SPRINKLERED WITH 13R SPRINKLER SYSTEM PER NFPA AND LOCAL CODE y REQUIREMENTS. SHOP DRAWINGS SHALL BE PRODUCED 4 APPROVED BY AN ENGINEER CERTIFIED o TO PRACTICE IN THE STATE OF FLORIDA. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT FOR FINAL APPROVAL. N E 0 v ai c� 'G W L cr 0 7: 0 Y U' 1- co H Rev. I No I Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, tinter Park, A. 32789 (407) 629-0595 cif 4 J, FLOOR PLAN HIM 3643A206.DWG m_cn ecA_E: 12' --1'-0' LMT PLOT: Sep 01, 1995 2 3 4 10 V zi (0 1 a 9 10 A B A 142'-b' 14'4' / 24'-4' E3 y� 81 I Gl / / I I / , \ I I ___------- I ' I ----------- -- _ J ------------ I I --------_ ___J• o D '\--- RIDGE E32 C2 -4 / I I ' w �P RIDGE _ J IF G2 �\\\ I I , I I �} DOWN / _ DOWN F -1 I 1 I I I I I I �- ( __ I I I F2 IIII B2 I I G ROOF BELOW N BUILD INCH TYPEI ' THImm f1W FLOOR PLAN RJR TO SHTS A4 01, A4 02, AND 4 03 H4 3/32' = I'-0u AREA PER FLOOR = 12,03� S.F. FOR WINDOW TYPE LOCATIONS. - ,► 6 8 9 10 NOTES WALL. LEGEND ONE DYER OF 5/8' TYPE 'X'MACH 51DE OF TENANT 5EPARTION WALL W/ 3 1/2' MIN. GATT IN6UL. IN ONE 5TUD SPACE. I HOUR CALCULATED? A66EMOLY 13AM) ON RATED TENANT SEPARATION CHAPTER 1,1991 SBCCI. ".m ®c" °� ®'"" ONE LAYER OF 5/6' TYPE 'X' ON I HOUR THE INTERIOR SIDE OF WALL. PROTECTED CALCULATED A66 MBLY BASED ON EXTERIOR WALLS CHAPTER 1, IV 613CC1. ONE LAYER OF 5/6' TYPE 'X' ON ammm" I ® '®" I HOUR EACH SIDE OF WALL. PROTECTED UL 0 U305 INTERIOR WALLS ®.,e.,.on" PROVIDE I LAYER 1/2' ATTIC DRAFTSTOP PARTITION GYPSUM WALWARD ONE LAYER OF 1/7' C413, EACH NON -RATED WALLS. SIDE OF INTERIOR WALLS. FLOOR/CEILING GW5 5CHEDUL E I HOUR ONE LAYER OF TYPE 'C' RATED FLOOR/CEILING OVER METAL FURRING CHANtdELS ASSEMBLY UL DESIGN NO. L528 I HOUR TWO LAYERS OF 5/8' TYPE 'X' RATED ROOF/CEILING GYPSUM ASSOC. DE516N MANUAL . A56EMBLY ASSEMBIY NO. RC-260L 0 NOTE: PROPER FASTENING SCHEDULE FOR V y DRYWALL MUST BE USED AT EACH FIRE A55EMB1-Y. SEE 5H96.01 4 AF6.02 0. GENERAL NOTES: p 01. AT GROUND FLOOR UNITS INT. AND W. LOAD BRA. PARTITIONS TO BE 3 X 4 5TUD6 0 16' O.C. AT 3-6TORY PORTION OF BLDGS. REFER 5TRUCT. 02. REFER TO CIVIL OR LANDSCAPE SITE PLAN 2— FOR SIDEWALK LAYOUT LEADING TO STAIRS. 03. INTERIOR NON -LOAD BEARING WALLS MAY BE N 25 GA. MTL. STUD Q 24" O.C. w/ 22 GA. MTL. RUNNER TRACK TOP AND BOTTOM. 04. NOT USED 05. I -HOUR RATED ATTIC ACCE55 y 06. PROVIDE ONE LAYER OF 1/2' GYPSUM WALLBOARD OR PLYWOOD OR 1/8' THEWOPLY AT 300 5F. o MAX. IN FLOOR ASSEMBLY A5 PER CITY CODE. FIELD VERIFY LOCATION TO COORDINATE WITH STRUCTURAL FLOOR FRAMING PLAN. v SEI-KKR SYSTEM NOTE t� T ALL APARTMENTS TO BE SPRINKLERED WITH 13R SPRINKLER SYSTEM PER NFPA AND LOCAL CODE REQUIREMENTS. SHOP DRAWINGS SHALL BE - PRODUCED 4 APPROVED BY AN ENGINEER CERTIFIED o - TO PRACTICE IN THE STATE OF FLORIDA. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT FOR FINAL APPROVAL. E 0 u m (j Z 0 ~_ U 1 W I- n CQ J U � Rev. I No I Date Issue History 0 FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 H W E 5 T L AK E 'C'K" APARTMENT5 yr. SANFORD. FLORIDA pay 6-26-98 3643-00 5UILI)ING TYPE II THIR4C.) FLOOR PLAN, A2,01 >:I_ 3643A201DWG m ar ecALE: 12' = I'-0' LmT K% Sep 01,1998 2 1 2 3 4 5 (0 NOTES A B GABLE GABLE � - GABLE ------ ------------ ---- .i..__� Q I I -'Z--- --'-- --J I i 11l I I CA I LL1 Ilk. CN I I I � I RIDGE j e RIDGEI 7y%T TYP. RIDGE /X , VA�1-�Y I ------------ r i V LLf \ I I I -1 I OF I I i �'�� 1 ,�'' _ • RIDGE I I GABLE GABLE I GABLE GABLE / I I r--- / Pam/ AlE I _ _____J---_____-__________L_______-__--__-_----- L. 1-. / --------------- I RIDGE RIDGE I i -A r RIP SE UA -1 CIA 111 I IDLE I I �l LU �r RIDGE -A Q) - RIDGE RIDGE - I I �I 1 I � l I I I 1 �m � � I l I I I I j UiV " f/b ROOF BELOW MILDING TYPE 11 - ROOF PLAN II,{ W4 3/3T = 1'-0' WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ONEACH SIDE OF TENANT 5EPARTION WAIL. Wl 31/2' MIN. BATT INWL. IN ONE STUD SPACE. CALCULATED ASSMLY I3A5ED ON CHAPTER 1,1991 SBCCI. HOUR 1 SEPARATION RAiITD TENANT ONE LAYER OF 5/6' TYPE 'X' ON THE INTERIOR SIDE OF WALL. CALCULATED ASSEM)3LY BASED ON CHAPTER 1, MI SOW. I HOUR PROTECTED EXTERIOR WALLS ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF WALL. uL 0 U305 immms ' ' ""'� I HOUR PROTECTED INTERIOR WALLS ® M 0 r o r rood PROVIDE I LAYER 1.2' GYP66UM UJALWARD ATTIC DRAF OTOP PARTITION ONE LAYER OF V2' GO-5, EACH SIDE OF INTERIOR WALLS. NON -RATED WALLS. FLOOR/CEILING GUJI5 5CHEDULE I HOUR RATED FLOOR/CEILING ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL RARING CHANNELS UL DESIGN NO. L528 I HOUR RATED ROOF/CEILING ABLY TWO LAYERS OF 5/8, TYPE 'X' GYPaV A550C. DESIGN MANUAL A55ETit3LY No. RC-260L 10 A NOTE: PROPER FASTENING SCHEDULE FOR CL DRYWALL MUST BE USED AT EACH FIRE A55EMBLY. SEE 5H.AF6.01 4 AF6.02 GENERAL NOTES: 01. AT GROUND FLOOR UNITS INT. AND EXT. LOAD SRC. L PARTITIONS TO BE 3 X 4 STUDS a 16' O.C. AT 3-6TORY PORTION OF BLDGS. REFER 5TRUGT. c 02. REFER TO CIVIL OR LANDSCAPE 61TE PLAN 2 FOR 51PEWALK LAYOUT LEADING TO STAIRS. a :Q 03. INTERIOR NON -LOAD BEARING WALLS MAY BE N 25 GA. MTL. STUD Q 2411 O.C. W/ 22 GA. MTL. RUNNER TRACK TOP AND BOTTOM. D 04. NOT USED 05. I -HOUR RATED ATTIC ACCE55 06. PROVIDE ONE LAYER OF 1/2' GYP5UM WALLBOARD OR PLYWOOD OR 1/8' THERMOPLY AT 300 5.F. o MAX. IN FLOOR A65EMBLY AS PER CITY CODE. FIELD VERIFY LOCATION TO COORDINATE WITH STRUCTURAL FLOOR FRAMING PLAN. m S -RWLER SYSTEM NOTE a ALL APARTMENT6 TO BE 5PRINKLERED WITH 13R e SPRINKLER SYSTEM PER NFPA AND LOCAL CODE REQUIREMENT6. SHOP DRAWINGS SHALL BE _N E PRODUCED 4 APPROVED BY AN ENGINEER CERTIFIED o TO PRACTICE IN THE STATE OF FLORIDA. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT FOR FINAL APPROVAL. N U O V U 2 / \ U 0 Y F J n Rev. I No I Date Issue History FUGLEBERG KUCH ARCHITECTS C Orlando 2555 Temple Trail, Vinter Park, FI. 32789 (407) 629-0595 CITY op" W E 5 T L A K E L` APARTMENTS -- 3643-00 5UILDING TYPE II ROOF PLAN A2,08 FILIE: 3643A20&DW6 PI oT wA.1:: 12':: V-0' LAST PLOT: Sep 01, 1998 M FI M. i 2 REFERENCE - SBBCI CFIAPTER 31 (SBCCI 1. WALLBOARD, GYPSUM' - 518" "I` UCK, TAPERED EDGE TYPE 'XGYPSUM WALLBOARD BEARING THE UNDERWRITER LABORATORY, INC. DESIGNATION. ' ANCHOR THE WALLBOARD AT 8'O.C. AT THE END AND JOINT STUDS 12" ON CENTER AT THE INTERMEDIATE STUDS AND PLATES USING 1-5/8" LONG GYPSUM DRYWALL NAILS WITH 0,102' SHANK DIAMETER 0.112' RING DIAMETER AND 0.28' HEAD DIAMETER USE ANNULAR RINGED SHANK NAILS WITH LONG DIAMOND POINTS AND SLIGITMY COUNTERSUNK MEAT), 2. WOOD STUDS. NOMINAL 2 X 4 WOOD STUDS SPACED AT 16" O.C. EFFECTIVELY CROSSED,' BRACED, AND FIRE STOPPED AT TOP AND BOTTOM, 3. INSULATION, 3-1/2" THICK FIBERGLASS ]3AT`F INSULATION INSTALLED, TO FILL INTERIOR OF WALL. ATTACH TO STUD WITH WIRE STAPLES, SPACED VERTICALLY AT 12" O.C. 4. 81-MATHING. 'W16" O,S.D. NNAIG 6d COMMON, 6d ANNULAR OR SPIRAL THREAD. LOCATE 6" O.C. DIRECT EDGES AND 10" O.C. INTERMEDIATE. 5. VAPOR BARRIER. 6. EXTERIOR .FINISH SYSTEM - LAP SIDING. TABLE P-3106,2A 5/8" TYPE ' X°' GYPSUM WALLBOARD - 40 MINUTES TABLE P-3106.213 2.X 4 STUDS AT W' O.C. - 20 MINUTES 'TABLE P03106.2E FIBERGLASS BATI' INSULATION - 15 MINUTES TOTAI, - 75 MINUTES I=HR, EXTERIOR WALL CHAPTER 1 - SBCCI 1994 3 4 5 ' 8 10 Design No. L528 Unrestrained Assembly Rating 1 Hr. Finish Rating - 22 Min. T ii4 -1 1. Flooring Systems ---The finish flooring may consist of any one of the following systems: System No, 1 Finish Flooring--4 ft by 8 ft by 23/32 in. thick interior plywood with exterior glue and T & G edg- es along 8 ft sides, or nonveneer APA rated Sturd-I-Floor T & G panels per APA specifications PRP- 108. Plywood, or nonveneer APA rated 'panels installed perpendicular to trusses with end joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhe- sive and No. 6d ringed nank nails. Adhesive applied as 3/8 in. diam bead to top chord of trusses and grooved edges of plywood or nonveneer APA rated panels. Nails spaced 12 in. OC along each truss. As an option, lightweight insulating concrete with Perlite or Vermiculite Aggregate' or gyp- sum concrete, may be cast on the flooring. Min thickness of insulating concrete shall be 3/4 in, no limit on thickness. A thin plastic or paper vapor'retarder may be placed on plywood prior to'pouring the concrete. Design No. U305 Bearing Wall Rating.--1 HR. Finish Rating —See Item 3. ------- 16" 0. C. -------« +------ 16" G. C. NA 2 2 X 4's f irest upped 1. Nailheads—Exposed or covered with joint compound. 2. Joints —Exposed or covered with fiber tape and joint compound, except where required for specific edge configuration. For tapered, rounded -edge wallboard, joints covered with joint compound or fiber tape arid joint compound. As an alternate, nom 3/32 in. thick gypsum ve- neer plaster may be applied to the entire surface of Classified veneer baseboard. Joints rein- forced. 3. Wallboard, Gypsum'--5/8 in. thick wallboard paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Wallboard nailed 7 In. OC with 6d cement -coated nails .1-7/8 in. long, 0.0915 in, shank diam and 1/4 in, diam heads. When used in widths of other than 48 in., wallboard is to be installed horizontally. Boral Gypsum Inc. —Type DON 1 (finish rating 20 'min), Type DDG2 (finish rating 20 min), Type DDW3 (finish rating 20 min) or TYpe DDDG3 (finish rating 20 min) or Type BG-C. Canadian Gypsum Co., Ltd, —Types SCX, SHX, WRX (finish rating 26 min), Type C (finish rating 26 min). Celotex Corp. —Type 1, Type SF3 (finish rating 20 min), Type A (finish rating 21 min), Type B (finish rating 20 min), Type C (finish rating 21 min)'or FRP. Domtar•Gypsum—Type C (finish rating 26 min), Type 4 (finish rating 26 min), Type 5 (finish rating 26 min), Type 6, Type 8 (finish rating 23 min) or Type 9 (finish rat- ing 26 ruin). Eagle GypsumProduct:6—Types EGX-1, EGX-2, EGX-3 (finish rating 23 min.), Type EGX-7 (finish rating 26 min.) or Type EG-C, Georgia=Pacific Corp., Gypsum Div, --Type GPFS 1 (finish rating 20 -min), Type GPFS2 (finish rating 20 min), Type GPFS3 (finish rating 20 min), Type GPFS4 (fin. ish rating 20 min), Type GPFS6_ (finish rating 26 min) or Type GPFS-C (finish rating 20 min.). Gold Bond Building Products —Type FSW (finish rating 20 min), Type FSW-9 (finish rating 20 min), Type FSW2 (finish rating 24 min), Type FSW3 (finish rating 20 min), Type' F5W4 (finish rating 20 min), Type FSK (flnish rating 20 min) or FSK-G (finish rating 20 min). James Hardie Gypsum —Type Fire X (finish rating 26 min), Type III or IV (finish rat- ing 20 min), Types V, Vi, VII, VI-WG, VI-ISH (finish rating 23 min). Pabco Gypsum —Type C, PG-2 (finish rating 20 min), PG-3 (finish rating 20 min), PG- 3W, PG-5W (finish rating 20 min), PG-4 (finish rating 20 min), PG-6 (finish rating 23 min), PG-3WS, PG-5WS (finish rating 20 min), PG-5 or PG-9 (finish rating 26 min) PG-C, Republic Gypsum Co. —Type RG-1 (finish rating 20 min), Type RG-2 (finish rating 20 min), Type RG-3 (finish rating 20 min) or Type RG-4 (finish rating 26 min), Type RG-6 (finish rating 20 min) or Type RG-C. Standard Gypsum Corp. ---Type SGC(finish rating 20 min.), Type SGC-3(finish rating 20 min,) or SGC-G(finish rating 20 min). Temple -inland Forest Products Corp. —Types T (finish rating 20 min), VPB-Type T (finish rating 20 min), WR-Type T (finish rating 20 min), Type T SHTG (finish rating 20 min), FRX-6, VPBX-6, FRWRX-6, TP-5 or FRX-6 Exterior Gypsum Soffit Board. Three Rivers Gypsum, Inc. --Type 3R3 (finish rating 20 min). United States Gypsum Co, —Type SCX (finish rating 26 min), Type C (finish rating 26 min), Type WRX (finish rating 26 min), Type WRC (finish rating 26 min), Type D (finish rating 23 min). Type IP-X1 (finish rating 26 min), Type FCV (finish rating 26 min). Type IP-X2 (finish rating 26 min), Type SHX (finish rating 26 min) or Type SHC (finish rating 26 min). Westroc Industries Limited --Type Fireboard. 4. -Stool Corner Fasteners---(0ptionaly—For use at wall corners, Channel shaped, 2 in. long by 1 in. high on the back side with two 1/8 in, wide cleats protruding into the 5/8 in, wide chan- nel, fabricated from. 24 gauge gaiv. steel. Fasteners applied only to the end or cut edge (not ;along tapered edges) of the wallboard, no greater than 2 in, from corner of wallboard, max spacing 16 in, OC. Nailed. to adjacent stud through tab using one No. 6d cement -coated nail per fastener. Corners of wall board shall be nailed to top and bottom plate using No, 6d ce- ment -coated nails. 5'. Batts and Blankets' --(Optional, Not Shown) glass fiber or mineral wool insulation. , Certainteed Corp. Knauf Fiber Glass GmbH Manville Sales Corp, Owens—Corning Fiberglas Corp. United States Gypsum Co. USG Interiors Inc, 'Bearing the UL Classification Marking. BR.EEZWAY WALL & C1 H INT, A L H SCALE: 3' - j��� MEARING- ULTNO,^U305 See Perlite Agregate (IFFX) and Vermiculite Aggregate (CJZZ)categories for names of Classified System No,'8 Finish Flooring —Floor Topping Mixture' ---Foam concentrate mixed 40:1 by volume with water companies, and expanded at 100 psi through nozzle. Mix at rate of 1.4 cu ft-of preformed foam, to 94 Ibs Type System No. 2 Finish Flooring ---Floor Topping Mixture'--6.8 gal of water to 80 lb bag of floor topping mixture 1 Portland Cement, 62.5 lb of pea gravel and 312,5, Ibs of sand, with approx 5.5 gal of water. Cast density of Floor Topping Mixture 100 (+ or -) 5 pcf. Min compressive strength 1000 psi. Thickness to 1.9 cu ft of sand. Compressive strength to be 1 100 psi min. Thickness to be 3/4 in. min. 1. in, Hacker Industries, Inc. —Firm -Fill, Firm -Fill High Strength and Gyp -Span Radiant. Lite-Crete, Inc, --Type 1.Subflooring-23/32 in. thick plywood with exterior glue, ruin grade to be "Standard", conforming with PS 1.66 specifications; or, nonveneer APA 'rated sheathing APA specifications PRP- Vapor Barrier -(Optional) ----Commercial asphalt -saturated felt, 0.030 in. thick. "C-D" panels per 108. Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to truss- Subflooring-23/32 in, thick plywood with exterior glue, min grade exposure 1 or "C-D" with exterior glue conforming with PS 1-83 specifications; or, nonveneer APA rated sheathing pan- es with joints staggered, els per APA specificatlons PRP-108r Long dimension of panels (strength axis) or 'face grain of ply - System No. 3 wood to be perpendicular to joists with joints staggered. Finish Flooring —Floor Topping Mixture'-10 to 13 gal of water to 170 Ibs of floor topping miz- System No, 9 . ture to 595 Ibs of sand, Compressive strength 900 psi min, thickness to be 3/4 in. min. Finish Flooring —Floor Topping Mixture' ----Foam concentrate mixed 40:1 by volume with water Floor Crete Systems, Inc. —Type 11. and expanded at 100 psi through. nozzle. Mix 94 Ibs cement, 300 Ibs sand, approx'5.4 gal water, Subflooring-23/32 in. thick plywocid with exterior, glue and T &. G edges along 8 ft sides; or, 1.2 cu ft preformed foam, 5 oz Type N .fiber and 4 oz Component Z, Cast density of floor topping nonveneer APA rated Sturd-l-Floor T & G panels per APA specifications PRP-108. Plywood or nonve• mixture 105 (+ or-) 5 pcf min compressive strength 1200 psi, Min thickness 3/4 in, neer APA rated panels installed perpendicular to trusses with end joints staggered 4 ft. Plywood or Elastizell Corp, of America' Type ZC. ' nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank Subflooring-23/32 in, thick plywood, min grade "C-D" exposure 1 or "C-Dr' with exterior glue nails. Adhesive applied as 3/8 in. diam bead to top chord of trusses and grooved edges of plywood. conforming with PS 1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifi- Nails spaced 12 in. OC along each truss, cations PRP-108, Long dimension of panels (strength axis) or face grain of plywood to be perpendic- System No. 4 ular to the joists with joints staggered. Finish Flooring --Floor Topping Mixture"-8 gal max of water to 80 Ibs of floor topping mixture System No. 10 to 220 Ibs max of sand. Compressive strength to be 1000 psi min, Thickness to be 3/4 in. ruin. Finish Flooring —Floor Topping Mixture'----4 to 8 gal, cf water mixed with 80 Ibs of floor topping Gyp -Crete Corp. —Type GC. United States Gypsum Co, —Type F. mixture and 1.4 to 1.9 cubic ft of sand. Compressive strength to be 1200 psi min. Thickness to be 3/4 in,.rnin, Vapor Barrier--(Optional}—Commercial asphalt -saturated felt, 0,030 in. thick. W. R, Grace & Co„ Construction Products DiV.—Types RF, RFP or RFU. Subflooring--23/32 in. thick plywood with exterior glue, min grade to be "Standard", conforming Vapor Barrier--{Optional)---•Commercial asphalt saturated felt, 0.030 in. thick. with PS 1.66 specifications, or, nonveneer APA rated sheathing panels per APA specifigations PRP- Subflooring--23/32 in. thick plywood with exterior glue min grade to be "Standard" conforming 108. Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists to PS 1.83 specifications. Face gralwof plywood to be perpendicular to joists with joints staggered. with joints staggered, 2. Trusses —Parallel chord trusses spaced a max 24 in. OC, fabricated from nom 2 by 4 in. lum- System No. 5 ber with lumber oriented either vertically (2A) or horizontally (26). Truss members secured to - Finish Flooring --Floor Topping mixture" —Foam concentrate mixed 40:1 by volume with water gether with No. 20 MSG gals steel truss plates, Plates have 5/16 in. Tong teeth projecting per - and expanded at 100 psi through nozzle. Mix at rate of 1.4 cu ft of preformed foam to 94 Ibs Type pendicular to the plane of- the plate. The teeth are in pairs facing' each other (made by the I Portland cement and 300 Ibs of sand with 5-1/2 gal of water. Cast density of floor topping .nix- same punch), forming a split -tooth -type plate. Each tooth has a chisel point on its outside ture 100 plus or minus 5 pcf, Min compressive strength 1000 psi, Thickness 1-1/2 in. edge. These points are diagonally opposite each other for each pair. The. top half of each Elastizell Corporation of America:, —Type FF. Vapor Barrier —(Optional}—Commercial asphalt -saturated felt, 0.030 in. thick. tooth has a twist for stiffness. The pairs are repeated on approx 7/8 in. centers with four Subflooring-23/32 In, thick plywood with exterior glue, min grade "C-D" exposure 1 or "C-D" with exterior glue, conforming with PS 1-83 specifications; or, nonveneer APA rated sheathing pan- rows of teeth per in. of plate width. - 3. Furring Channels --Formed of No. '25 MSG gals steel spaced 24 in. OC perpendicular to • els per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain .of ply- trusses. Channels secured to trusses with double strand of No. 18 SWG alv steel wire g wood to be perpendicular to joists with joints staggered. spaced 48 in. OC. Ends of adjoining channels overlapped 6 in. and tied together with double System No. 6 strand of No. 18 SWG galy steel wire near each end of overlap. Finish Flooring ---Floor Topping Mixture'---7,5 gal of water, 94 Ibs of Type I Portland cement, 335 3A, Resilient Channels--(Notshown, alternate to Item 3yFormed from No. 26 MSG gaiv steel, Ibs sand, 4 fluid oz of Component A, 6 oz Component 8 and 6 oz of chopped fiberglass fibers,.Cast. spaced 16 in. OC perpendicular to trusses. Channels secured to each truss with Type S, 1-1/4 density of floor topping mixture 106 plus or minus 5 pcf. Min compressive strength 1200 psi, in. long steel screw (spaced 24 in. OC). Channels overlapped at splices.4 in. Thickness 3/4 in, min. • 4. Wallboard, Gypsum —5/8 in. thick, 4 ft wide. Sheets of wallboard instal►ed with long dimen- Southwest Liteweight Concrete Co., Inc, —Type LDI Subflooring-23/32 in. thick plywood, min. grade "C-D" Exposure 1 or "C-D" with exterior glue sion perpendicular to furring or resilient channels with 1 in. long wallboard screws spaced 12 conforming with PS 1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifi- in. O.C. and located a min 1-1/2 in, from side and end joints. At end joints, two furring or re - cations PRP-108. Long dimension of -panels (strength axis) or face grain laid perpendicular to joists: System No, 7. Canadian Gypsum Co., Ltd. —Type C, ' Finish Flooring —Floor Topping Mixture' —Foam concentrate .nixed 40:1 by volume with water Celotex Corp. —Type FRP, and expanded at 100 psi through nozzle. Mix at'rate'of .1.2 cu ft of preformed foam to 94 lbs Type Domtar Gypsum --Type 5, I Portland cement and 300 Ibs of sand with 5-1/2 gal of water, Cast density of floor topping mix- Georgia-Pacific Corp., Gypsum Div. —Type GPFS-C. ture 100 plus or minus 5 pcf, Mincompressive strength 1000 psi. Thickness 1-1/2 in. Gold Bond Building Products —Type FSW-G, The Mearl Corporation Vapor Barrier4Optional)---Commercial asphalt -saturated felt, 0.030 in. thick. Pabco Gypsum Co.—Type.C, Subflooring=23/32 in. thick plywood with exterior glue, min grade ".C-D"'exposure 1 or "C-D" Temple Inland Forest Products Corp, -Type T. with exterior glue conforming with PS-1-83 specifications; or, nonvoneer APA rated sheathing panels United States Gypsum Co. —Type C or IP-X2. per APA specifications PRP-108. Long .dimension of panels (strength axis) or face grain of plywood 6. Screw, Wallboard --1 in, long, Type S, 9/64 in. diam,, self -drilling and self -tapping, bugle to -be perpendicular to joists with jointsstaggered. head. , P�ERERENGE CHAPTER 156CCi M-14 1. GYPSUM WALLDOARD, 5/S' THICK TAPERED EDGE TYPE 'X' GYPSUM WAL.LBOARP DEARING THE UNDERURITER5 LADORATORIE5, ING. DESIGNATION, ANCHOR THE WALLBOARD ATV O.C. AT" TOO M) AND JOINT 5TU175' AND 12' O,C. AT THE INTERMEDIATE 5TUD5 AND PLATES U51NG 1-5/8' LONG GYP$UM DRYWALL NAILS WITH.0,102 INCH SHANK DIAMETER 0.112 INCH RING PIAMETER-AND 0.2a INCH HEAD DIAMETER. '41517 ANNULAR RINGED SHANK NAILS, WITH LONG DIAMOND POINTS ,AND SLIGHTLY COUNTERSUNK HEADS. 2. WOOD 5TUD5. DOUDLE ROW 2 X 4 WOOD STUDS AT 16' O.C. ON SEPARATE PLATES, STUD SYSTEMS AE OFFSET FROM EACH OTHER DY a'. WOOD 5TUD5 SHALT. BE EFFECTI.YELY CRO65 BRACED AND FIRE STOPPED AT TOP AND BOTTOM. 3. IN5ULATION, 3-1/2' THICK FIBERGLASS DATT INSULATION INSTALLED TO FILL STUD CAVITY OF WALL, ATTACH TO 5TUD5 WITH WIRE STAPLES SPACED YERTICALLY AT 12' O,C. INSULATION SHALL DE APPLIED .TO ONE SIDE OF WALL SYSTEM ONLY. TABU P-31062A 5/V TYPE 'X' GYPSUM WALLBOARD.' - 40 MINUTE5 TABU P-3106.25 2 X 4 5TUD5 16' O.C. - 20 MINUTF5 TABU P-3106,2E FI5ERGLA56 BATT INSULATION - 15 MINUTE5 TOTAL - 15 MINUTES NOTE: CALCULATiON5 ARE DONE IN EACH DIRECTION PER CHAPTER 1, 5E3CG1 1994- 6. Finishing System -(Not shown) --Paper tape embedded in cementitious compound over joints with edges of compound feathered out and exposed screw heads covered with compound. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gyp- sum wallboard, 'Bearing the UL Classification Marking I UL NO. L52a 1, GYPSUM W4 LBOARD FACE LAYER. 5/8' TYPE W GYP5UM WAW30ARD APPLIED AT RIGHT ANGLES TO EACH 51DE OF 5TUD5 OVER BASE LAYER WITH 80 CONCRETE COATED NAIL5 2-3/a' LONG, 0,100 INCH 5HANK 0.25 INCH HEAD5, a' O.G. 5TA 6ER 16' O.C. EAC1-1 LAYER AND 51DE, GYPSUM BOARD JOINTS SHALL BE COYERED WITH PAPER TAPE AND JOINT 'COMPOUND, NAIL. HEADS COVERED WITH JOINT COMPOUND. GYPUUM PLA5TER NOT MORE THAN I& THICK MAY BE APPLIED OVER THE GYPSUM BOAPD IN ADDITION TO THE SPECIFIED JONNT TREATMENT. 2. GYPSUM WALLBOARD BASE LAYER.. 5/V TYPE 'X' GYPSUM WALLBOARD APPLIED, AT RIGHT ANGLES TO EACH 510E OF DOUBLE ROW OF WOOD 5TUD5 WiTH 60 CEMENT COATED NAIL5, I-1/8' LONC5, 0,055 INCH 5HANK, 0,25 INCH HEAD5, 24' O,G. 3. ROOF TRU65, ROOF TRU55E5 5PACED AT 24' O,C, 4, IN5ULATION, NOMINAL 6' THICK FIBERGLA65 13ATT IN5ULATION 5ECUREO TO TRU55E5 ON BOTH 5iDE5 WITH 5TABLE6 AT 12' O.G. GYPSUM A550C. DE$16N MANUAL FIRE iRJEE515TANC�. REPORT RC 2F,01 Tr;T �M rr. i1 .L VoTES A i ! o L 0 X 21 ' v m L2 Is r F C 0. E IG1 U r�r D N r` 0 d X A ! v U , 7 o y Q 0 6 E ....... ....... v y C y r = e e 0 y _ U w A if 0 a A. �+ I- w J a L _. ' �n / , Rev. No Uote !s;ue History F UGL BEII G KocH Alf C - ITECTS 07-1 x bdo 2555 Ternple Trail, Winter Park, H, 32789 (407) 629-0595 Or. KL- W,E6%AKE a APARKL . GHM 5 K Data 04/20/98 SANFORD. FLORIDA F�,j. 3643-00 r,a= RATED ASSEMBLIES A F&,O I i9 10 A i C I/ E F G H r.-71 System No. WL3001 System No. FC2008 System No. WL5040 System No. FC5002 (Formerly System No, 149) (Formerly System No. 451) F Ratings-- 1 and 2 Hr (See Item 4) (Formerly System No.454) F Ratings-1 and 2 ,Hr (See Item 3) '2) F Rating----1 Hr T Rating-3/4 Hr F Rating-1 Hr T Ratings---3/4, 1, 1-1/2 and 2 Hr (See Item L Rating At Ambient----15 CFM/sq ft (Se,e Item 3) T Rating-1 Hr L Rating At Ambient-7 CFM/sq ft (See Item 36) A all T Rating--1 Hr L Rating At Ambient--7 CFM/sq ft (See Item 5) L Rating At 400 F---less than 1 CFM/sq ft (See Item 3) L Rating At 400 F-•--Less Than 1 CFM/sq ft (See Item 3B) ( L Rating At-400 F--•Less Than. 1 CFM/sq ft (See Item 5) IA . •2 I 4 -. I q A 3t3 3 1R 6 2 --- ----- --- 1A 4 4 L 4 A 1A I LA 1c SECTION A -A Q 1C - 1. Wall Assembly —The 1 or 2 hr fire rated gypsum wallboard/stud wall assembiy shall be con- structed of the materials and in the manner specified in the individual U300 or U400 Series SECTION A -A Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following 1. Wall Assembly --The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be con- 1D 313 construction features: A. Studs�Wall framing may. consist of either wood studs or steel channel studs. Wood studs 1D 5 structed of the materials and in the manner described in the individual U300 or U400 Series to •consist of nom 2 by 4 in, lumber spaced 16 in. OC. Steel studs to be min 3-5/8 in. Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following wide and spaced max 24 in. QC: construction features: A. Studs --Wall framing may consist of either wood studs or steel -channel studs, Wood studs 1. Floor Assembly —The fire rated wood truss or combination wood and steel truss Floor -Ceiling assembly shall be constructed of the materials and in the manner.described in the individual B. Wallboard, Gypsum'--Nom 5/8 in, thick, 4 ft wide with square or tapered edges, The sum wallboard type, number of layers, fastener type and sheet orientation shall be as gyp Yp y 1. Floor Assembly —The fire rated wood -truss or combination wood and steel truss Floor -Ceiling . assembly shall be constructed of the materials and in the manner described in the individual to consist of nom 2 by 4 in. lumber spaced 16 in, OC wiih nom 2 by 4 in, lumber end L500 Series Design in the UL Fire Resistance Directory and shall, include the following con- specified in the individual Wall and Partition Design. Diam of opening in wallboard layers L500-Series Designs in the UL Fire Resistance Directory' and shall include the following con- con - plates and cross braces; Steel studs to be min 3-5/8 in. wide b 1-3/II in, else channels e Y p struction features: to be 1 in. larger than outside diam of pipe insulation (Item 3). Max diam of opening in struction features: spaced max 24 in OC, A: Trusses ---Min 12 in. deep parallel chord trusses fabricated from 2 by 4 in, lumber in con- wallboard layers is 7 in. A. Trusses —Min 12 in. deep parallel chord trusses fabricated from nom 2 by 4 in. lumber in B. Wallboard, Gypsum'—Nom 1/2 or 5/8 in. thick, 4 ft wide with square or tapered edges: junction with gale steel truss plates or Structural Wood Members' with bridging as re- 2. Metal Pipe—Nom 4 in, diam (or smaller ) Schedule 10 (or heavier) steel pipe or Type L (or conjunction with gaiv steel truss plates or Structural Wood Members' with bridging as The'gypsum wallboard type, thickness, number of layers and sheet orientation shall be as quired. heavier) copper tube. One pipe to be installed either concentrically or eccentrically within the required. ' specified in the individual Wall or Partition Design. Max dlam of opening is 1-1/4 in. B. Flooring—Nom 3/4 in. thick plywood flooring with or without Floor Topping Mixture'. firestop system: The annular space between the insulated pipe and the edge •of the through B. Flooring —Nam 3/4 in. thick plywood flooring with or without Floor Topping Mixture', C. Fasteners -=When wood stud framing is employed gypsum wallboard layers attached'to Diam of hole -sawed opening in flooring to be 1/2 in. to 3/4 in. larger than dram of pipe. opening shall be min zero in. (point contact) td max 1 in. Pipe to bo rigidly supported on both Max diam of hole -sawed opening in: flooring is,7 in, studs with cement -coated nails as specified in the individual Wall or Partition Design. When steel channel stud framing is employed, gypsum wallboard attached to studs with Max diam of opening in flooring is 3 in. C. Furring Channels —Rigid or resilient gaiv steel furring channels installed perpendicular to sides of -wall assembly. 3. Pipe Insulation•--Plastics#—Nom 3/4 in. thick acrylonitrile butadiene/polyvinyl chloride (AB/ C. Furring Channels —Rigid or resilient•galy steel furring channels installed perpendicular to bottom chord of trusses. . Type. S self -drilling, self -tapping bugle -head steel. screws as specified in the individual Wall, bottom chord of trusses. PVC) flexible foam furnished the form of tubing. D. Wallboard, Gypsum'—Nom 4 ft wide by 5/8 in, thick; screw -attached to furring channels, or Partition Design.. D. Wallboard, Gypsum' —Nam 4 ft wide by 5/8 in. thick, screw -attached to furring channels. ,in See Plastics# (QMFZ2) category in the Recognized Component Directory for names of Max diam of hole -sawed opening in gypsum wallboard ceiling Is 7 in. • 2. Cables ---Individual cable centered in circular through- opening hole -sawed through gypsum Diam of hole -sawed opening in gypsum wallboard ceiling to be 1'/2 in, to 3/4 in. larger. manufacturers. Any Recognized Component tube insulation material meeting the above 2, Pipe--Nom 4 in, diam (or smaller) Schedule 10 (or' heavier) steel pipe or nom 3 in. diam (or wallboard layers on both sides of wall assembly. Diam of circular through opening to be 3/8 than diam of pipe. Max diam of opening in ceiling is 3 in. specifications and having a UL94 Flammability Classification of 94-5VA may be used. smaller) Type •L (or heavier) copper pipe. Pipe to be installed approximately midway between in', to 6/8 in. larger than outside diam of cable, Cable to be rigidly supported on both sides of 2. Nonmetallic Pipe—Nom 2 in. diam (or smaller) Schedule 40 polyvinyl chloride ,(PVC), SDR 17 4, Fill, Void or Cavity Materials'----Caulk--Installed to fill annular space throughout thickness of trusses and centered, in circular cutouts in flooring (Item 1 B) and gypsum wallboard ceiling wall assembly. The following types and sizes of cables may be used: chlorinated polyvinyl chloride (CPVC) or solid -core Schedule 40.acrylonitrile-butadiene-styrene sum wallboard layers, flush with each surface of wall. A min 1/2 in. diam bead of caulk gyp y Item 1 D , Diam of circular cutouts in flooring and 4 ( ) gypsum wallboard ceiling to be 1pi to ape A. Max 150 pair No. 24 AWG copper conductor telephone cable with polyvinyl chloride (ABS) pipe for use in closed (process or supply) or vented (drain, waste or vent) piping sys- shall be applied to the pipe insulation/wallboard interface at the point contact location on. in. larger than outside diam of pipe'coverin Item 3 or tube insulation Item 3A on g ( ) ( ) pipe. Pipe ' (PVC) insulation and jacket materials. When max 25 pair telephone cable is used, T Rat- ' in is 2 hr. When 50 to 150 air telephone cable is used in' 1 hr fire rated wall, T Rat 9 p p toms. One pipe to be installed approx midway between trusses and centered in circular open in s i o 3/$ in, annular space 's required i g n flooring and in ceiling. A nom 1/4 in, X p I r qu ed n the fires both sides of wall. The hourly F Rating of the firestop system is 1 hr when installed in a 1 hr fire rated wall and 2 hr when installed in a 2 hr fire rated wall. to be rigidly supported on -both sides of Floor -Ceiling assembly, '-- y heavy pcf) glass fiber. 3. Pipe Covering Nom 1 i•n. thick hollow cylindrical hex density (min 3,5 ing is 3/4 hr. When 50 to 150 pair telephone cable is used in 2 hr fire rated wall, T top system. Pipe to •be rigidly supported on bath sides of Floor Ceiling assembly. 3. Firestop System --The details of the firestop system shall be as follows: Minnesota Mining & Mfg. Co. —Type CP-25 WB+ 'Bearing units jacketed on' -the outside with an all service. jacket. Longitudinal joints sealed with metal Rating is 1 hr. B. Max No. 10 AWG multiple copper conductor Type NM ("Rornex") nonmetallic sheathed ca- A. Fill, Void or Cavity Materials *—'Wrap Strip—Nom 1/4 in. thick intumescent elastomeric the UL Classification Marking 'fasteners or factory -applied self-sealing lap•tape. Transverse joints secured with metal fasten- ers or with butt strip tape supplied with the product. ble with PVC insulation and jacket materials. When Type NM cable is usod, max T Rat- ing is 1-1/2 hr. material faced on one side with aluminum foil, supplied to 2 in. wide strips. Nom' 2 in. wide strip tightly -wrapped around nonmetallic. pipe -(foil side exposed), secured with two See Pipe and Equipment Covering —Materials' (BRGU) category in Building Materials Di- rectory for names of manufacturers, Any pipe covering material meeting the above specifi- C. Multiple fiber,.optical communication cable jacketed with PVC and having a max outside. � diam of 5/8 in, When fiber optic cable is used, max T Ratingis 2 hr. steel tie wires and slid into hole -sawed opening in flooring (Item 1 B) and in gypsum wall board ceiling (Item 1 D). Bottom edge of wrap strip to project 9/16 to 1 1/16 in. below cations and bearing the UL Classification Marking with a Flame Spread index of 25 or less and a•Smoke Developed Index of 50 or lass may be used. D. Max 12 AWG multiconductor max seven conductors power/control cable with cross- ( ) p bottom surface of flooring and below bottom (ceiling) surface of gypsum wallboard. Minnesota Mining &Mfg Co. —Types FS-196, FS-195+ 3A. Tube Insulation —Plastics+ --As an alternate.to the glass fiber pipe covering (Item 3), norn 1/ linked. polyethylene (XLPE) insulation and XLPE or PVC jacket materials. When multicon- ductor power/control cable is used, max T Rating Is 2 hr. B, Fill, Void or Cavity Materials' —Caulk or Putty—Nom 1/4 in. thickness,of caulk or putty � 2 or 5/8 in. thick acrylonitrile butadiene/polyvinyl chloride {AB/PVC) flexible foam furnished in the form of tubing with skin may ad used. 3, Fill, Void or Cavity Materials' —Caulk or Putty ---Caulk or putty fill material installed to com- pletely fill annular space between cable and gypsum wallboard on both sides of wall and with to be applied to the exposed edge.of the wrap strip layer (top of flooring and bottom of gypsum wallboard ceiling). Generous application of caulk or putty to be applied to fill all See Plastics (QMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation a min 1/4 in. diam bead of caulk or putty applied to perimeter of, cable at its egress from each side of the wall. The hourly F Rating of the firestop system is equal to the hourly fire rat- gaps at the wrap strip/flooring and Wrap strip/gypsum wallboard ceiling interfaces, Minnesota Mining & Mfg. Co. --Types CP.25 WB, CP-25 WB+ Caulk, Type MP Put- material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. 4. Fill, Void or Cavity Materials' ---Wrap Strip--•Nom 1/4 in. thick intumescent elastomeric -ma- ing of the wall assembly in which it is installed. Minnesota Mining & Mfg. Co. —Type MP Putty, Type CP-25 S/L, CP-26 N/S, CP-25 ty. (Note: L Ratings apply only when Type CP-25 WB-1 .caulk is used,) 'Bearing the UL Classification Marking terial faced pe one side with aluminum foil, supplied in' 2 in, wide strips, Nom 2 re wide strip tightly wrapped around pipe severing or tube insulation (foil side exposed), secured with two WB or CP-25 WB+ Caulk. (Note: L Ratings apply only when Type CP-25 WB+ steel tie wires and slid into hole -sawed opening in flooring (Item 1B) and in gypsum wallboard caulk is used.) 'Bearing the UL Classification Marking ceiling (Item 1D). Bottom edge of wrap strip to project 9/16 to 11/1a in. below bottom sur. face of flooring and below bottom (ceiling) surface of gypsum wallboard. - Minnesota Mining & Mfg Co, -•-•-Types FS-195, FS-195+ 5. Fill, Void or Cavity Materials' --Caulk• Nom 1/4 in. thickness of caulk to be applied to the exposed edge of the wrap strip layer.(top of flooring and bottom of gypsum wallboard ceiling). Generous application of caulk to be applied to fill all gaps at the wrap strip/flooring and wrap strip/gypsum wallboard ceiling interfaces.:: Minnesota Mining. & Mfg. Co, --Types CP-25 WB, CP-25 WB+. (Note: L Ratings ap- ply only when Type CP-26 WB+ caulk is used.) 'Bearing the UL Classification Marking. ELECTRICAL CAME PENETRATION PYG CONDENUTE PIPE PENETRATION /ME�'ALLIC PIPE PENETRATION METALLIC PIPEPENETPATION �'j = ANTT�t.iltle]f0lR fP19�R�! 1R X T D3 �"''� +� KJ OR APPROVED EQUIVALENT UL NO. WL3001 0R APPROVED EQUIVALENT- UL NO. FC200S OR APPROVED EG'uiVALENT UL N0. WL5040 OR APPROVED EQUIVALENT UL N0. FC5002 �� System No. FC2e26 hating -I Fir , T Rating-1 fir �� \ 2 System No. FC1006 453) System No. FC3007 System No. 452-A) System No. FC2012 • � F Ra.t'Ing-1 Hr ` \ (Formerly System No. � (Formerly F Rating-1 Hr Hr. F Rating--1 Hr T Rating--1 T Rating-1 Hr ~—~-• T Rating-1 L Rating At Ambient —Less Than 1 CFM/sq ft (See Item 3) L RatingAt 400 F—Less Than 1 CFM/sq ft (See Item 3) .Hr 2 \ A _ ----- _' 2- �B s �;�� b� - - �1B 3A 313 -C 1D 1_A ' • 1 `�_ . 1- Frfvor-Ceiling assembly - he fue rated : riGd or trttsscd lurnbcx jai:r, n. �.•: 11)or-C eiliag 3$seall)ly fJW1 be comsu-uc--Icd oCuw materiitis and in tiu; 1 A 1 A 1 — "- m[uuicr specifdi in the hidividg41.soo s.cries 11ooi-t' (;1, D, 8ns 11, ttxe IJI: lire ReSistaice Directaryrand snail include £ollow'uig s the construction features: 1 C - - - �� A' Joists - Nova 10 iti. deep (or deeper) lumber, steel or combiliation lumberatici.steel _ - - - - - - - � p 3A joists, trusses or Structural Woad t w 3rCe Where with . _ _ _ _ _ 1. Floor -Ceiling Assembly —The fire -rated solid or trussed lumber joist Floor -Ceiling assembly be constructed of the materials and in the manner specified in the individual L500 Se britig}ng asffegtlired and with ends fuc topped. 1 D `3 1. Floor Assembly —The fire rated wood truss or combination wood and steel truss Floor -Ceiling assembly shall be constructed of the materials and in the manner described in the individual shall ries Floor -Ceiling Designs in the UL .Fire Resistance Directory and shall include the following >�• Mooring S7stem - Lumber or plywood subfloor with fini;tt dcxtr of lumber, plywood or Floor Topping Mixture'' a-4 specified iI>,ttu, 1 . Floor -Ceiling Assembly —The fire rated wood truss or combination wood and steel truss Floor- • 1 Y manner described in in L500 Series Design in the UL Fire Resistance Directory and shall include the following con- struction features: construction features: A. Flooring System --Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture specified in the individual Floor -Ceiling Design, iu`ii"iduAfl°or-C�iCt817esigll• Rcctazlrlal' ctttaut In 800ririg t<, accommodate the bathtub drain piping (gym 2) to be rr,Itx 9 l2 in. Ceiling assembly shall be constructed of the materials and in the the dividual L500-Series Design in the UL Fire Resistance Directory and shall include the follow- A. Trusses —Min 12 In. deep parallel chord trusses fabricated from. nom 2 by 4 in. lumber in conjunction with gaiv steel truss plates or Structural Wood Members' with bridging as as IDia e Itemo2 sawed opening in flooring to be 4 in., or 5 in. for nom 3 in. or 4 in, closet, flange ( ), C. ing construction features: A. Trusses —Min 12 in. deep parallel chord trusses fabricated from nom 2 by 4 in. lumber in required. B. Flooring—Nom 3/4 in, thick plywood flooring with or without Floor Topping Mixture'. I respectively,' B. Joists--Nom 10 in. deep (or deeper) lumber, steel or combination lumber and steel joists, Furring Channels - RiBid or resilient gaiv steel furrirsg cilail6d, ivalletipe�pendicularwjoists, conjunction with gaiv steel truss plates or Structural Wood Members' with bridging as Diam of opening hole -sawed in flooring to be 1, in, trusses or Structural Wood Members' with bridging as required and with ends fires - required. B. Flooring—Nom '3/4 in. thick plywood flooring with or without Floor Topping Mixture*. C. Furring Channels —Rigid or resilient gals steel furring channels installed perpendicular to bottom chord of trusses, topped. C. Wallboard, Gypsum'—Nom 4 ft wide by 5/8 in. thick. Wallboard direct -attached to joists D. W*Uh"i d, Gypsum* - Nont 4 ft wide by 5/8 iu thick. Wallbotttd screw_suaehed to furdng channels as irdiv>idtlat Max diam of hole -sawed opening in flooring is 5 in. C. Furring Channels --Rigid or resilient gaiv steel furring channels installed perpendicular to D. Wallboard, C3ypsum'—Nom 4 ft wide by 5/8 in. thick, screw attached to furring channels, Diam of hole sawed opening in gypsum wallboard ceiling a -a 1 in. or screw -attached to furring channels as specified in the individual Fioor-Ceiling Design. 2. Firestop Device' —Closet Flange —PVC closet stub sized to accommodate nom 3 in. or 4 in. Floor•-C ' Desi Two iec•,esof�edutibc longer 11nd wider titan the cutout in t e gypsum oo - Ord, ei ntin 4 in. $u$ to bottom chord of trusses. D, Wallboard, Gypsum' —None 4 ft wide by 5/8 in, thick, screw -attached to furring channels.. '.2, Cables —Max seven conductor No, 12 AWG (or smaller) power/control cables or max 100 pair polyvinyl No. 22 AWG (or smaller) telecommunication cables with of in (chloride insulation and 'ack- 1 diam pipe, Closet flange installed in hole sawed opening in flooring system with flange se- cured to top of flooring with steel screws. I r bottom ot•flooring cotu;etttric with cutout- Diam ofopc�ung•Iicil�-sowed �gh'laym of the gypsum waliboard to be 11: to S/8 in, Max diam of hole -sawed opening in sure wallboard ceiling is 5 in. 2. Pipe or Conduit -Horn 4 in, diam (or smaller) Schedule 10 (or heavier) steel pipe, steel can. et�materials, Individual cables to be centered in nom 1 in. diam circular cutouts, Cables to be rigidly supported on both sides of Floor -Ceiling assembly, ProSet Systems Inc. —Part No, A35340 or A45340 p g -ut 3. Drain Pi in Nom 3 in, or 4 in, diam Schedule 40 PVC drain piping and fitting, Short length patch oEbathalh drain (ft 2 . piping ( ) duit or steel EMT, or cast iron pipe or nom 3 in. diam (or smaller) Type L (or heavier) copper tubing. Pipe to,be installed approx midway between trusses and center`.ed in circular cutouts. tubing. 3. Fill, Void or Cavity Materials' --Caulk or Putty —Caulk or putty'fill material forced into annu- lar space throughout thickness of flooring and gypsum wallboard ceiling. and with a min 1/4 of pipe with 90 degree elbow fitting cemented into bottom socket of closet flange. Drain pip - ing to soil stack cemented into elbow. Dgxiot Xipin .•Nom l-I/2 izt diatu ScIxdule 40PVCjrijSeattadiaiu£tttillgs in flooring (Item 1 B) and gypsum wallboard ceiling (Item ID). Diam of circular cutouts in floor- In, bead applied to perimeter of cable at Its egress from the top of the flooring and the under- 4. Water Closet —(Not Shown) —Floor -mounted vitreous china water closet, c�mestited to�jetifler• and provided with PVC bathtub wastetoveasorw fitting, ing and gypsum wallboard ceiling to be 1/4 in. to 1/2 in. larger than diam of the pipe, Pipe to be rigidly supported on both sides of Floor -Ceiling assembly. , side of the gypsum wallboard oetling. Minnesota Mining &Mfg. Co. —Types GP-25 WB, CP-25 WB+ caulk; Type MP Put- Bearing the UL Classification Marking v • •" 3• IF'tr•cistgp Syatan •-Tlu: details. oft}►cfaresto p system ttl•Ialt be as foiloT+,,: 3. Fill, Vpid or Cavity Materials' —Caulk -•--Caulk forced into annular space throughout the thick- ness of the flooring and gypsum wallboard ceiling and with a min 1/4 in. diarn bead of caulk *Bearing the UL Classification Marking A 7tltuVoidorCarityMxterixlW-wrap Strip-Nowt1/4in-Ikuuic applied to perimeter of pipe at its egress from the top of the flooring and the underside of the iatumescetti elastomeric material f,accd an one side with alurtti�tuat foil, 9 Y p s u m wallboard ceiling . Minnesota Mining &Mfg. Co.- Types CP-25 WB, CP 25 WB+- (Note: L Ratings ap supplied in in. wide strips. Nom2 in. wide strip tigtttly,wm arouiad I'�1Cdiaict' i ' foil side Alm p p� ( exposed), secured with two steel wino ties, and' ply only when Type CP•25 WB+ caulk is used.} slid into Itoie-sawed opening in gypsum wallboard.patgh (Item ll,?). Bottom 'Bearing the UL Classification Marking edge of wrap strip to project approx 1/2 in. below bottoril.surftcc Ofgypsuw wallboard patch B F' , Voicl'oh Cavity Matrritrls' -Caulk •-'Nom 1/4 iv, diarn betel of. cxtrlk appGc*t to pcAmctcx of wrrtlt su'ip at its csresa from the undm3idc of t1w yptawl %4awl oard•pmc:h. Nora 1/4 al. ttticoieas Ofc�tt2lk to be,agplied to the exposed o,dQe of t1w v"-Ap writ) lriyer atui to fill ail gaps tx:twcrJ1 ttie wrap strio layer and -tltc tee of tins drain fitting an ttte top sutPdce of the gypslun waHboard patch - - Mirlrtetutu Mirtitt� � nif-k- (:'o.-•'lyltcCi'-'LS W1:3+- - •t:ft:arils� Ile: Ul:, (;l%ls�ific:�tjcni tvkfikia8 mr. N °� i'�NELECTCA4"".F"NVRAT10N "IitIN TOILE"I" HR PLUMPRAN-\ .. H 'i�R ,1 J_ OR AFi AY +4ulvA t�4• t l 912A "P'1 (c�V � IVA�. 1�1r . Nca. FC3,4�'1 4R A -. ♦P1 Y�O c�II�,A�. 11' t . ND �C2�t� OR ApPRpy� Iry poll20 A r v J E F NoTES GENERAL NOTE: PENETRATIONS FOR HVAC CONDENSATE, SUCTION, THEW05TAT, AND ELECTRICAL 5HALL DE INDIVIDUAL AND PROTECTED A6 INDICATED HERE, NO GANG PENETRATIONS ARE ALLO(.UED, GENERAL - PENETRATION5 THROUGH ALL OR A PORTION OF A WALL OR PARTITION A55EM3LY CAN 51GNIFICANTLY AFFECT THE HOURLY RATING UNLEa5 THE PENETRATION 15 SPECIFICALLY DE5CRIE3ED ON THE DESIGN ILLUSTRATION OR ON THE PRODUCT CLA551FICATION CARD FOR USE IN 5PECIFIC ASSEMBLIES SASE[) UPON 5UCCE6SFUL PERFORMANCE IN A F 1PE TE5T. TI-li 5E PENETf-ATION5 MAY INCLUDE, BUT ARE NOT LIMITED TO, 51JCH ITEMS A5 PIPING, ELECTRICAL ACCESS, OR Alp, DISTRIBUTION, CUTLET DOXE6 - THE CATEGORY OF 'OUTLET 30XES AND FITTINGS CLASSIFIED FOR FIRE PV15TANCE: INCLUDE5 CLA65IFICATION FOR NONMETALLIC OUTLET AND SWITCH30XE5 FOR USE IN, WALL OR PARTITION ASSEMBLIES. THE INFORMATION GiVEN FOR EACH CLA551FICATiON INCLUDE5 THE MODEL NUMDER5 FOR THE CLASSIFIED PRODUCTS, A DESCRIPTION OF THE RATED A55EM3LIE5, THE SPACING LIMITATIONS FOR THE BOXES, AND THE INSTALLATION DETAILS, L15TED SINGLE AND DOUBLE GANG METALLIC OUTLET AND SWITCH 13OXE5 WITH METALLIC OR NONMETALLIC COVER PLATES MAY BE 1,15ED IN BEARING AND NONSEARING WOOD STUD AND STEEL STUD WALL5. WITH RATING5 NOT EXCEEDING 2 HOUR. THESE WALLS 5HALL HAVE GYPSUM WALLDOARD FACINGS SIMILAR TO TH05E 51101 JN IN DE51GN NOS. U301, U411, AND U425. THE SURFACE AREA OF INDIVIDUAL METALLIC OUTLET OR 5111ITCH 5OXE5 SHALL NOT EXCEED 16 59. IN. THE AGGREGAI E SURFACE AREA OF THE 30XE5' SHALL NOT EXCEED 100 SQ, IN, PER 100 SQ, FT. 3OXES LOCATED ON OPP051TE 5I1X5 OF WALL6 OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 IN, THE METALLIC OUTLET OR 5WITCH'BOX`=5 BHA! L DE 5ECURELY FA5TENED TO THE 6TUD5 AND THE OPENING IN THE WALLBOARD FACING SHALL BE CUT 50 THAT THE CLEARANCE BETWEEN THE DOX AND THE UJALLBOARD DOES NOT EXCEED 1/b IN. Rev, No Date aietory 1{'UGJpEBERG KOCH A1?CI.11'11Cr]'S G Odand o 2555 Temple rroil, 1'(nter Pork, FI. 32789 (407) 629-0595 y K1�- t W,E 5 T L A K E KL :p A P A R T 1 I E N T 5 Pate 04/20/95 5ANFORD. FLORIDA 3643-00 ' THRU -PENETRATION, rt PiM. FIRE5TOP AFro.02 sr 5Y51I LM5 Y 4 6 f S 9 10 NOTES I C N 6 k 0 HB-1 V �>(336 DFU) 11% TYPE I -�1,1 HJ so ire �aN O(477 WFU — 120 GPM) 1 (336 DFU) HB-1 O1 SANITARY DRAINAGE PIPING BELOW GRADE. SEE CIVIL SITE DWGs. FOR CONTINUATION. A ODOMESTIC WATER SERVICE BELOW GRADE. SEE CIVIL SITE DWGs. FOR CONTINUATION. ODOMESTIC WATER SHUT—OFF VALVE IN RECESSED VALVE BOX WITH CAST—IRON COVER. U C U OLOCATION OF SAFETY PAN & WATER HEATER " RELIEF PIPING TERMINATION. SEE DETAILS DWG. NO. P6.01. .o DOMESTIC WATER PIPING DOWN IN WALL. 'O lu O4" SANITARY PIPING DOWN ALONG FACE OF WALL. PROVIDE C.O. @ BASE OF VERTICAL . ERTICAL. O7 4" WCO-1 CONNECT TO UNDERGROUND x S SANITARY DRAINAGE PIPING. 0 OPIPING RUN HIGH AS POSSIBLE. V 0 V 0 F O N �N N N D U C a vi 1, 2 V N L C G V N O C U .o o. U N 0 DG ll V tl 0 tl V C L: U G Y rn N d N o� L. U V J: U LA I U Ld J U ^ / \ W N D 2 6/26/9S 166UE FOR PERMIT 5/19/98 OUNER REVIEW Rev. No pate Issue History .E'UGLEBERG KOCI-I ARCHITECTS J Orlando I 2555 Temple Trail, Vinter Park, Fl. 32789 (407) 629-0595 1 i rvc; Kdo SUL flNG ENGINEERS - a El f SEMOf N SUfIE 202 ,0 NUMBER, 9M KL 5 T L A K E INK APARTMENT5 p04/20/- ,t, 98 SANFORD. FLORIDA Pr0j. 3643-00 MILDING TYPE I PLU MING PLAN P2,01 1 2 3 4 6 7 i ( 2 3 4 6 1 a 9 10 NOTES A B C P 4 Ha--1 /<4' Oo 00, 0000 t S S sFl 6.0— I S - S S 6Llo� Q 6. Q 6.0 6. 0 � 3 S 6.0 6.011 �I3„ 6.0 0 3 1�z" lao 6.0 - -----sC--- —�-- - �l 6.0 1 i -- 1 /a„ I 11/a„ I I 1 /au 6.0 1 q 6 1 11 6 41, 41, ^ o 6.0 O ` � 4" 6. 0 � S $ 3" 00 S 6. 0 S 31/ S � o 6. 0 0 6. 0 6. 0 S 6. ¢ 7 4,1 QQ 4 -- " V S 6. 0 I ` 4" �-O HB 1 �K's All 4" � l �-o I 6. 0 o ' „ S O IQ S 6. 0 3" J 6.0 4" I 2 Y2" 6.0 o� 9 S to S 0 6.0.0 411 6 4 11 11 3 I I I 3 I I I I 0 2112 S I I I 6. 0 3" I 3 6. 0 HB-1 - --- - - - r _-.-- - HB-1 11� Il lll...... 4 0l 4" 4 n — S S O 6. Q ® I 13/a1# a ® 6.0 0� 0 0 3 61, �- 2 �/2„ I S 6.0 � I 1 S All 6.0 — - — 6.02 z I 311 O I S I 6„ ( 6. 0 I 5 4" ECO-1 T O 2—WAY < (226 WFU — 70 GPM) 1 (318 DFU) LDING TYPE 11 - Ist FLOOR - PLUMBING PLAN T'T 3/32' = '-0 OSANITARY DRAINAGE PIPING BELOW GRADE. SEE CIVIL SITE DWGs. FOR CONTINUATION. ODOMESTIC WATER SERVICE BELOW GRADE. SEE CIVIL SITE DWGs. FOR CONTINUATION. L ODOMESTIC WATER SHUT—OFF VALVE IN N RECESSED VALVE BOX WITH CAST—IRON COVER. U O Y OLOCATION OF SAFETY PAN & WATER HEATER RELIEF PIPING TERMINATION. SEE DETAILS DWG. NO. P6.01. t O5 DOMESTIC WATER PIPING DOWN IN WALL. O4" SANITARY PIPING DOWN ALONG FACE OF WALL. PROVIDE C. 0. @ BASE OF VERTICAL. O4" WCO-1 CONNECT TO UNDERGROUND SANITARY DRAINAGE PIPING. OPIPING RUN HIGH AS POSSIBLE. O G 0 .0 w N U D C ° n Qi 'o w C1 C1 w s m E C V .0 a a F a U v Al I Z z 0 Y :L U 0 A W A _\ 2 6/26/98 155UE FOR PERMIT A Rev. I No pate Issue History FUGLEBERG KOCH ARCHITECTS. Orlando 2555 Temple Trull, Winter Park, FI. 32789 (407) 6294595 �©IV�IJONG ENGINEERS 4M EAST SEMOFM StxrE 202 CAMMFFY, FIL 32707 141. (404 834-79W JOB NUMBEER 9893 �. KL- WE5TLAKE KL KK APARTMENT5pats ID4/20/9S SANFORD. FLORIDA 3643-00 BUILDING TYPE II PLUMBING PLAN. P2,02 A 13 G Q E r G N 1 2 3 4 6 8 9 10 I 6 J 1+ J I 10 NOTES sJ I U N 1) L 4 O. V) V C L V O Y Gl m A N Ol U- W O C N N C V U N C a 4) G O U C d N D i7 G V V O _C N V N D c V V) N t F- CJ AlZ W H JAIN S r 0 S V 0 [1: W W LRev. 6/26/98 155UE FOR PERMIT 5/19/9P OWNER REYIEW No Date Issue History FUGLEBERG KOCH ARCHITECTS ` Orlando` 1� 2555 Temple Trail, Minter Park, Ff. 32789 (407) 629-0595 - - iKi '' C®NSUONG ENGINEERS MEOW, R. 32 M PH: 140P &'A-M IQ rR ww ago W sEMOFw surd~ 202 �r. Kl- W E 5 T L A K E KL APARTCONK i�l N t 5 oA� 04/20/98 5ANFORD. FLORIDA �o�. 3643-00 UN11T5 A1, 1 4 2 LM 1NG PLAN P3,01 Fug: 9893p31 Isar ecALF: 12' =1'-0' LMT PLOT- 4/2g/9g 2 3 4 I 9 I NOTES E3 F G H uNirs ci 4 cz - H5 1/41' -- V-0' __ INCs PLAN UNItS DI 4 D2_- N5,a.1.a boftl INCs PLAN "'I m m = mm E I � LZ� Z_\ 1 L 2 1 6/26/95 156UE FOR PERMIT A I 5/19/98 OWNER REVIEW Rev. No Date Issue History j FUGLEBERG KoCH ARCHlTECrl',c',,! Orlando 2555'remple Trait, Winter Park, Fl. 32789 (407) f329-0595 ONStJLflNG ENGINEERS L 'MWSE,MOW SM202 rV C FL W07 Mi (V W-M Am7 K l 1 " WER 9M R. KL UJESTLAKE ck K' GHK APARTMENTS Date 04/20/W 5ANFORD. FLORIDA Raj. 3643-00 UNITS Gl/ C21 ID1 4 [)2PLUME31NG PLAN P3.02 0 1 2 3 4 ro I a 9 10 :ILF- 9693p32 RoTecxE, 12'= 1'- 0' LMT PLOT: 4/26/9& 1 2 3 4 10 NOTES 0 C� HOT WATER SUPPLY. COLD WATER TO UNIT COLD WATER SERVICE CHROME -PLATED WALL -Y4 ESCUTCHEONS ( TYP. ) ' T 'y4" D I ELETR I C SHUT-OFF VALVE ( TYP. ) UNION ( TYP. ) REDUCER WHERE REQUIRED (TYP. ) TEMPERATURE AND 1 TFT-� THERMAL EXPANSION PRESSURE RELIEF TANK, SEE PLUMBING EQUIP. VALVE. (ASME) SCHEDULE WATER HEATER AS WH-X HEAT TRAP (TYP.) SPECIFIED. SEE PLUMBING EQUIP. SCHEDULE ROUTE SAFETY PAN DRAIN & RELIEF VALVE DRAIN TO EXTERIOR I/16"THICK HIGH IMPACT PLASTIC OR 24 GA. GALV. STEEL 11/z" MIN. DEEP SAFETY PAN. WATER HEATER PIPING DETAIL SCALE: NTS ID RISER NOTES 1"SAFETY PAN DRAIN PIPING FROM WATER HEATER. REFER TO WATER HEATER DETAIL DWG. NO, P6. 01 OREFERENCE TERMINATION DETAIL THIS SHEET. 3O -Y4" RELIEF VALVE FROM HEATER. EACH HEATERS RELIEF LINE SHALL BE PIPED SEPARATELY TO THE EXTERIOR. -Y4 U z 2 n V4u I Y4 -Y4 "J 3 m v FINISH GRADE =) IIIhII EXTENSION SAM SIZE AS SEWER CLEANOUT I I I I1 I I=1 I I-=1 I I�I I =I I I I' I I [=1 11-7d I I_ r-2-WAY CLEANOUT NOTE: PIPE AND FITTING SHALL BE OF THE SAME MATERIAL AS SEWER IT SERVES. EXTERIOR 2-WAY CLEANOUT 2D SCALE: NTS SAFETY DRAIN PAN OR TEMPERATURE AND PRESSURE RELIEF DISCHARGE LINE 1 1/4" V),- 2 1" V V4" 1 11h 3i4„ 3 6" MIN. ABOVE FINISHED GRADE FIN FLOOR SODDED---' OR MULCHED AREAS ONLY EXTEND AND CONNECT READ WIRING TO REMOTE READER AS UNIT'S SHUT-OFF REQUIRED. VALVE.---.- n COLD WATER SUPPLY TO UNIT. SEE UNIT' S RISER DIAGRAM FOR n4 -� CONTINUATION. COLD WATER SUPPLY FROM DOMESTIC WATER RISER. UN I T' S SUB -METERING UNIT " KENT" MODEL #C-700 WITH REMOTE READER, AS DISTRIBUTED "WATERMASTER METERING SYSTEM INC." OF CORAL GABLES, FLORIDA. REMOTE WATER METER INSTALLATION DETAIL SCALE: NTS PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION WASTE VENT CW HW REMARKS WC-1 WATER CLOSET 3" 2" 1/2" ---- R I M +14" LOW CONSUMPTION MODEL: BRIGGS #4225 (1.6 GALLONS PER FLUSHING CYCLE) WATER CLOSET TO BE TWO --PIECE VITREOUS CHINA BOWL, SIPHON VORTEX ACTION BOWL & TANK, FLOOR OUTLET W/ BOLT CAPS, ELONGATED BOWL, CHROMIUM PLATED TRIP LEVER, SUPPLIES & STOP VALVE BEMIS SEAT: #11OOTT ELONGATED SOLID WHITE PLASTIC SEAT, CLOSED FRONT AND COVER L-1 LAVATORY 1 Vz" 1 1/z" 1✓z" 1/z" IN COUNTERTOP MODEL: BRIGGS #6505 -- OVAL — 4" FAUCET CENTERS VITREOUS CHINA, COUNTERTOP TYPE, SYMMONS S-90-2—G—FR—W SINGLE LEVER FAUCET (2.0 GPM AERATOR), POP-UP DRAIN, PROVIDE ANGLE VALVES AND SUPPLIES W/ LOOSE KEY STOPS, 11/4" x 1 l/z" P--TRAP. FURNISH TEMPLATE FOR CUTTING HOLE. HOLE NOT CUT IN PLUMBING WORK BT-1 BATHTUB 2" 1 1/z" y2" Vz" HEAD +80" MODEL: STERLING #OC-OV-60 60"x 42"x 18Vh" HIGH, COMPRESSION MOLDED, SLIP REISTANT SURFACE, SYMMONS 1-215-X-3 PRESSURE BALANCING MIXING VALVE, SINGLE LEVER HANDLE WITH INTEGRAL STOPS, 17 GA. TRIP LEVER DRAIN & OVERFLOW WITH 2" P-TRAP. ALL EXPOSED TRIM TO BE CHROMIUM PLATED BT-2 BATHTUB 2" 1/L" '/z" 1/z" HEAD HEAD t 80" MODEL: BRIGGS #2204/2205 60" x 30" x 14 V4" HIGH, PORCELAIN ON STEEL, SLIP REISTANT SURFACE, SYMMONS 1-215-X-3 PRESSURE BALANCING MIXING VALVE, SINGLE LEVER HANDLE WITH INTEGRAL STOPS, 17 GA. TRIP LEVER DRAIN & OVERFLOW WITH 2" P-TRAP. ALL EXPOSED TRIM TO BE CHROMIUM PLATED S-1 SINK 1 Vz" 11/z" 1/z" '/z" IN COUNTERTOP MODEL: DAYTON #DJ-23322, 6V2" DEEP, DOUBLE COMPARTMENT, 22 GA. STAINLESS STEEL, SOUND DEADENED, LEDGE TYPE, SELF --RIMMING WITH CRUMB CUP STRAINER & TAILPIECE, IV2" CHROMIUM -PLATED CONTINUOUS WASTE & P-TRAP, CHROMIUM -PLATED BRASS ANGLED STOP VALVES AND SUPPLIES. PROVIDE MOEN #6722 SINGLE LEVER FAUCET. IMB-1 ICE MAKER SUPPLY BOX --- --- 1/2" --- VALVE +24" PROVIDE OATEY ICE MAKER BOX, HIGH IMPACT PLASTIC BOX WITH DIMENSION OF 9" HIGH x 10Y4" WIDE. PROVIDE 1/z" F I P INLET x 1/4" OD OUTLET COMPRESSION ANGLE VALVE. SUPPLY CONNECTION SIZE SHALL BE '/z" OD WB-1 LAUNDRY SUPPLY BOX 2" 11,�" ]/2" 1/z" BOTTOM OF BOX 142" PROVIDE WATER TITE LAUNDRY SUPPLY BOX MODEL No. 4312, HIGH IMPACT PLASTIC BOX WITH DIMENSION OF 71/z" HIGH x 9" WIDE. PROVIDE 1/2" ANGLE VALVE AND 2" DRAIN OUTLET CONNECTIONS. DRAIN FASTENS TO BOX WITH LOCK NUT AND SLIP NUT. (TOP OR BOTTOM WATER CONNECTION AS REQUIRED) HB-1 HOSE BIBB --- --- 1/1, --- OUTLET +24" PROVIDE ZURN MODEL No. Z-1315-5, NONFREEZE WALL HYDRANT WITH VACUUM, BREAKER, 4/4" HOSE THREAD OUTLET SPOUT, ALL BRONZE. SEE PLANS FOR LOCATIONS PLUMBING EQUIPMENT SCHEDULE MARK FIXTURE WASTE VENT CW HW MANUFACTURER DESCRIPTION 4DEL ECO-1 EXTERIOR CLEAN -OUT SIZE/ - - - SEE DETAIL - PROVIDE CLEAN -OUT WITH 2-WAY CLEAN -OUT TEE. DWG. ( LAWN, 1 N FLUSH 12" x 12" x 4" CONCRETE PAD. ) WH-1 ELECTRIC WATER - - -Y4" -Y4" LOCHINVAR -ELECTRIC "STUBBY", 50 GALLON, TWO 4500 WATT ELEMENTS, HEATER #ESA050KK WIRED FOR 240 V., 10, 60 Hz., NON -SIMULTANEOUS OPERATION. PROVIDE SAFETY DRAIN PAN, TEMPERATURE & PRESSURE RELIEF VALVE, DRAIN VALVE. HEATER SHALL HAVE CAPACITY TO RECOVER 23 GPH @ 80° TEMPERATURE RISE. WH-1 ELECTRIC WATER - - Y4" 'Y4" LOCHINVAR -ELECTRIC "STUBBY", 50 GALLON, TWO 6000 WATT ELEMENTS, HEATER #ESA050PP WIRED FOR 240 V., 10, 60 Hz., NON -SIMULTANEOUS OPERATION. PROVIDE SAFETY DRAIN PAN, TEMPERATURE & PRESSURE_ RELIEF VALVE, .DRAIN VALVE. HEATER SHALL HAVE CAPACITY TO RECOVER 31 GPH @ 80' TEMPERATURE RISE. WH-2 ELECTRIC WATER - Y4" 4" LOCHINVAR -ELECTRIC "STUBBY", 50 GALLON, TWO 4500 WATT ELEMENTS, HEATER #ESA050KK WIRED FOR 240 V., 10, 60 Hz., SIMULTANEOUS OPERATION. PROVIDE SAFETY DRAIN PAN, TEMPERATURE & PRESSURE RELIEF VALVE, DRAIN VALVE. HEATER SHALL HAVE CAPACITY TO RECOVER 46 GPH @ 80' TEMPERATURE RISE. TET-1 THERMAL EXPANSION - 44 - AMTROL --OUTER SHELL STEEL, PRE -CHARGED AIR CHAMBER, RIGID TANK #ST-5 POLYPROPYLENE LINER, HEAVY-DUTY DIAPHRAM, COPPER SYSTEM CONNECTION. INSTALL IN SUPPLY LINE BETWEEN CHECK VALVE AND HEATER AS PER MANUFACTURERS RECOMMENDATIONS. 2.0 GALLON TOTAL VOLUME, 150 PSI WORKING PRESSURE. AI C 2 6/26/96 155UE FOR PERMIT 1 5/19/90 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECT; OTIando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 CONSULTING ENGINEERS 430 EAST SEMOMM S M 202 CASSELBERRY, FL 32707 PH (404 034-7M JOB WMBER 9693 K K1-WE5TLAE KI KK APARTMENT5 ID4/2ID196 __- pate 5ANFORD. FLORDA ROJ. 3643-00 It PLUMBING 5CHEDULE5 P(9.01 AND IDETArIL5 1 2 3 ro 1 9 10 Fltf: 9693p61 Kor scare: 12' 4- D' LmT Kor: 4/26/96 Fit I C 1) M W 1 2 4 ro I 0 g 10 NOTES A I I L U n. U! U C S: V U .Z V� .L) al U� J lx. G a N C O U C v 3 O v N x N C U C U C U ci y N C O N Ul N L C O N O C L � V V O N v1 v `o 0 c 0 u c V O Y T N a V L� O E N c O c V Vl C O E U a N C) H G V z z U Cl _ Y N LH/ 2 6/26/90 155UE FOR PERMIT 1 5/19/90 OWNER REVIEW ev. No Dote Issue History FUGLEBERG KoCH ARCHITECTS \ Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629--0595 U CONSULTING ENGINEERS 0M SROM S.M 202 c err, FL M 10 &M-M 1"71ry JIM wm%-R 94M I a KL U1 5 T L A K E c, KI APARTMENTS . GHK paw 04/20/90 5ANFORD. FLORIDA F,dj. 3643-00 PLUME31NG DETAILS P(q.02 FILE: 9893p62 PLOT SCALE: 12' =1'-0' t MT noT: 4/20/90 1 2 3 4 6 1 8 9 10 A C D r G N 2" X 2" X 'A" ANGLE _____ ON BOTH SIDES OF AHU. FASTEN TO WALL WITH LAG BOLT AND TO AHU WITH SHEET METAL SCREW. V2" PLYWOOD SUPPORTED ON 3 SIDES BY 1X2"S FASTENED TO WALL STUDS. CONDENSATE - DRAIN LINE U N I i ANVAG PLAN T7�/ 114 ll ^ 1 1-04 / O AHU—A112 FLEXIBLE SUPPLY DUCT ROUTED IN SOFFIT SOFFIT REFRIGERANT LINES RETURN AIR DUCT (SEE UNIT PLANS FOR 0 CONTINUATION) —PROVIDE SECONDARY DRAIN PAN WITH FLOAT'SWITCH TO DISABLE AHU FAN SHOULD PAN BECOME FULL. ALTERNATE: ROUTE 3/4" PVC DRAIN LINE INDEPENDENTLY FROM OVERFLOW CONNECTION OF PRIMARY PAN TO A CONSPICUOUS POINT OUTSIDE. ,,--WATER HEATER AHU-Al DETAIL SCALE: NTS —1- 5 "1UNITS I �11 - NVAc PLAN 0 G N E F NO TES HVAC NOTES OMOUNT AHU PER DETAIL ON SHEET H6.01. OUNDERCUT DOOR 1/2" ABOVE CARPET OR FLOORING FOR RETURN AIR, OREFRIGERANT AND CONDENSATE DRAIN LINES. ROUTE EXPOSED IN MECHANICAL CLOSET. SEE BUILDING PLANS FOR CONTINUATION. O4" ROUND DRYER EXHAUST DUCT. ROUTE THRU WALL AT 48" ABOVE FINISHED FLOOR TO FLUSH MOUNT GRAVITY OPERATED WALL LOUVER. OMIT SCREEN. PAINT OR CHOOSE WALL LOUVER TO MATCH BUILDING COLOR. PROVIDE CONNECTION L I P AT DRYER. OMOUNT EXHAUST FAN IN WALL AT 6 TO I FEET ABOVE FLOOR. ROUTE 3" ROUND DUCT UP IN WALL AND THRU ATTIC. TERMINATE AT ROOF PER DETAIL ON SHEET H6.01. ROUTE EACH DUCT SEPARATELY. ODUCTLESS RANGE HOOD. OROUTE 3" ROUND DUCT FROM CEILING MOUNT EXHAUST FAN, UP IN WALL, AND THRU ATTIC. TERMINATE AT ROOF PER DETAIL ON SHEET M6.01. ROUTE EACH DUCT SEPARATELY. OAVOID ROUTING DUCT OVER ELECTRICAL PANEL IN THIS AREA. OCOORDINATE CLOSELY WITH PLUMBING IN THIS AREA. 10 4" ROUND DRYER EXHAUST DUCT. ROUTE FROM WALL BOX ABOVE FLOOR, UP IN LAUNDRY CLOSET WALL, AND THRU DROPPED CEILING SPACE TO FLUSH MOUNT GRAVITY OPERATED WALL LOUVER. OMIT SCREEN. PAINT OR CHOOSE WALL LOUVER TO MATCH BUILDING COLOR. POSITION LOUVER TO BE OUT OF BREEZEWAY. 11 4" ROUND DRYER EXHAUST DUCT SERVING TOP FLOOR. ROUTE FROM WALLBOX ABOVE FLOOR, UP IN LAUNDRY CLOSET WALL, AND THRU ATTIC. TERMINATE AT ROOF PER DETAIL ON SHEET H6.01. FIRE CAULK CEILING PENETRATION. 12 MOUNT AHU PER DETAIL ON THIS SHEET. 13 TRANSITION RETURN DUCT AS REQUIRED FROM GRILLE TO SIDE AHU INLET. MODIFY AHU AS DIRECTED BY MANUFACTURER TO ACCEPT SIDE RETURN. PROVIDE A MIN 16X20 AHU MOUNTED FILTER RACK WITH FILTER. 14 THIS DRYER VENT LENGTH EXCEEDS 25 FT. EQUIVALENT. THEREFORE, AT TIME OF C.O., PROVIDE A DRYER WHICH IS RATED BY THE MANUFACTURER TO VENT THRU 45 FT. EQUIVALENT SMOOTH 4" DUCT. 0 —_ 0 0 0 Q 2 6/26/98 1550E FOR PERMIT Q 1 5/19/90 OWNER REVIEW Rev. No Date Issue History v el FUGLEBERG KGCH ARCHITIECTS Orlando 2555 Temple 'rrall, Winter Purk, Fl. 32789 (407) 629-0595 p/ �®NSUL�NG ENGINEERS ry�4�:+I�Oy �A���Tp�Sy�EMORA.N�.�y�/ �yM E� 2202p�� �p CA55� WMY, 1 _ JbIVI Ffl' WO &M-ImIV NUMBER' M3 �r. 613 5 T L AKA � 5s APART ENT5 a". CxWK -- Oda 04/20/98 SANFORD. FLORIN �o�. 3643-00 (A i1 cis_ t3y' r� y i b a L+ : 0 1 n 9 10 UNIT5 A], E31 4 E32 HVAG PLAN H3,01 FIB- 9&93h31 PLOT OCALE: 12' = 11-0' I -MT not 4/28/98 1 2 3 4 8 6 I E D E .p G H 14 10 F L 14 10 F UNIT5-Cl t C2 - HVAC PLAN 1141 ;; 11-01 pia K , L I �UNIi�SD 2- �HVAc fLAN n✓ J 1/4' -- P-0' r C w❑ NOTES NVAC NOTES 1 MOUNT AHU PER DETAIL ON SHEET H6.01. 2 UNDERCUT DOOR 1/2" ABOVE CARPET OR FLOORING FOR RETURN AIR. 3 REFRIGERANT AND CONDENSATE DRAIN LINES. ROUTE EXPOSED IN MECHANICAL CLOSET. SEE BUILDING PLANS FOR CONTINUATION. 4 4" ROUND DRYER EXHAUST DUCT. ROUTE THRU WALL AT 48" ABOVE FINISHED FLOOR TO FLUSH MOUNT GRAVITY OPERATED WALL LOUVER. OMIT SCREEN. PAINT OR CHOOSE WALL LOUVER TO MATCH BUILDING COLOR. PROVIDE CONNECTION LIP AT DRYER. 5 MOUNT EXHAUST FAN IN WALL AT 6 TO 7 FEET ABOVE FLOOR. ROUTE 3" ROUND DUCT UP IN WALL AND THRU ATTIC. TERMINATE AT ROOF PER DETAIL ON SHEET H6.01. ROUTE EACH DUCT SEPARATELY. ODUCTLESS RANGE HOOD. 7 ROUTE 3" ROUND DUCT FROM CEILING MOUNT EXHAUST FAN, UP IN WALL, AND THRU ATTIC. TERMINATE AT ROOF PER DETAIL ON SHEET M6.01. ROUTE EACH DUCT SEPARATELY. 8O AVOID ROUTING DUCT OVER ELECTRICAL PANEL IN THIS AREA. OCOORDINATE CLOSELY WITH PLUMBING IN THIS AREA. <)>4" ROUND DRYER EXHAUST DUCT. ROUTE FROM WALL BOX ABOVE FLOOR, UP IN LAUNDRY CLOSET WALL, AND THRU DROPPED CEILING SPACE TO FLUSH MOUNT GRAVITY OPERATED WALL LOUVER. OMIT SCREEN, PAINT OR CHOOSE WALL LOUVER TO MATCH BUILDING COLOR. POSITION LOUVER TO BE OUT OF BREEZEWAY. 11 4" ROUND DRYER EXHAUST DUCT SERVING TOP FLOOR. ROUTE FROM WALLBOX ABOVE FLOOR, UP IN LAUNDRY CLOSET WALL, AND THRU ATTIC. TERMINATE AT ROOF PER DETAIL ON SHEET H6.01. FIRE CAULK CEILING PENETRATION. 12 MOUNT AHU PER DETAIL ON THIS SHEET. 13 TRANSITION RETURN DUCT AS REQUIRED FROM GRILLE TO SIDE AHU INLET. MODIFY AHU AS DIRECTED BY MANUFACTURER TO ACCEPT SIDE RETURN. PROVIDE A MIN 16X20 AHU MOUNTED FILTER RACK WITH FILTER. 14 THIS DRYER VENT LENGTH EXCEEDS 25 FT. EQUIVALENT. THEREFORE, AT TIME OF C.U., PROVIDE A DRYER WHICH IS RATED BY THE MANUFACTURER TO VENT THRU 45 FT. EQUIVALENT SMOOTH 4" DUCT. G F 0 0 - e L 0 2 6/26/98 155UE fi0R PERMIT 1 5/19/98 OWNER REVIEW Rev. No Date Issue History OEM— FUGLEBERG KOCH ARCHI'I'ECT�S' Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 ri�ONSUL11NO ENGINEERS 430 W SEMOW M 202 Ck%ELB RRY, FL 32707 PHA (407► 834-79W JOB NUMBER 9M T L A K E 75ANFOf;RZD. MNTS�raK Peta 04/20/98 FLORIDA �q�. 3643-00 UNIT5 C1, G21 ID1 4 [)2 HV AG PLAN H3.02 I I 1 1 1 1 I 1 I I 2 3 4 5 6 l g 9 Im FILE: 9893h32 FLm 8CALE: 12' =1' -0' LABT P.oT: 4/28/' // 31 :i G IM E F I H 1 2 3 4 5 6 I S APARTMENT SPLIT SYSTEM AIR CONDITIONER SCHEDULE CU-Al/AHU-Al CU-B1/AHU-B1 CU-B2/AHU-B2 CU-Cl/AHU-Cl CU-C2A/AHU-C2A CU-C2B/AHU-C2B CU-DI/AHU-D1 CU-D2/AHU-D2 CU-C4B/AHU-C4B MARK 1. 5 1. 5 2.0 2. 0 2. 0 2. 0 2. 0 2. 5 2. 5 NOMINAL TONS OF CU - TOTAL COOLING LOAD (MBH) 13. 1 12. 6 17.7 17.8 21. 2 19 7 19 8 22 9 21 0 SENSIBLE COOLING LOAD (MBH) 11.5 10. 8 15, 9 15. 4 18.7 17. 3 16. 8 20.0 18. 0 VERTICAL THRU-WALL THRU-WALL THRU-WALL THRU-WALL THRU-WALL THRU-WALL THRU-WALL THRU-WALL AHU CONFIGURATION 43 22 X 15 X 43 22 X 15 X 43 22 X 15 X 43 22 X 15 X 43 22 X 15 X 43 22 X 18 X 48 22 X 18 X 48 AHU DIMENSIONS D X W X H (IN) 23 X 15 X 43 22 X 15 X 600 675 775 900 1000 1000 900 1000 1000 SUPPLY AIR (CFM) EXTERNAL STATIC PRES. ( I N W. C. ) .3 .3 .3 .3 ENTERING AIR DRY BULB (DEG. F.) 75 75 75 75 75 75 75 75 75 ENTERING AIR WET BULB ( DEG. F.) 64 64 64 64 64 64 64 64 64 1/5 1/2 1/5 1/5 1/5 1/5 1/5 1/3 1/3 HP EVAPORATOR FAN 240/1 240/1 230/1 240/1 240/1 240/1 240/1 240/1 VOLT/Sb 240/1 7. 4 10.5 10. 3 12. 2 14. 0 12. 0 13. 2 13. 2 LOAD (MBH) 7. 9 5 7. 5 7.5 7.5 5 7. 5 7. 5 7. 5 ELECTRIC HEAT KW 5 240/1/1 240/l/1 240/1/1 240/l/1 240/l/1 240/l/I VOLT STAGES 240/l/1 240/l/1 240/l/I 240/1 240/1 240/1 240/1 240/1 240/1 240/1 240/19. VOLT W 240/1 / CONDENSING 15. 5 15. 5 15. 5 15. 5 13 19. 3 UNIT MCA 12. 6 12. 1 15. 5 D2 BOTTOM UNIT Al B1 B2 TOP NOT OVER GAR Cl C2 NOT OVER GAR C2 OVER GAR DI D2 ADJ TO GAR SERVES CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER MANUFACTURER CARRIER OR EQUAL CARRIER FF184AN018 FFIB4AN024 FFIB4ANO24 FFIB4ANO24 FFIB4ANO24 FFIB4AN024 FFIB4AN030 FFIB4ANO30 AHU MODEL # FB4ANFO18 38CKC018 38CKCOZ4 38CKCO24 38CKCO24 38CKCO24 38CKCO24 38CKC030 38CKC030 CU MODEL # CK18-1 10 SEER 10 SEER 10 SEER 10 SEER 10 SEER 10 SEER MINIMUM EFFICIENCY AT ARI 10 SEER 10 SEER 10 SEER 1-7 1-7 1-7 1-7 1-7 1-7 1-7 F1--6, 8 REMARKS 1-7 5. COOLING LOADS EXCLUDE EVAPORATOR FAN HEAT. 8. PROVIDE AHU WHICH IS FIELD MODIFIABLE TO SIDE INLET. 1. EXTERNAL STATIC PRESSURE EXCLUDES LOSSES 6. PROVIDE WITH 5 MINUTE TIME DELAY RELAY TO 9. PRESENTLY THIS UNIT TYPE DOES NOT EXIST IN THE MIX. DUE TO AHU CASING, DIRT ON FILTER, AND PREVENT COMPRESSOR FROM SHORT CYCLING. IT IS INDICATED HERE TO CLARIFY THE ENERGY CALCULATION WET COOLING COIL. 2. PROVIDE WITH HEATING, COOLING THERMOSTAT 7. PROVIDE WITH INTEGRAL ACCESS DOOR AND INTEGRAL REQUIREMENTS IN CASE IT IS ADDED. 3. 95' F. OUTSIDE A I R AMBIENT. DISCONNECT. 4. MCA = MINIMUM CIRCUIT AMPACITY. APARTMENT GRILLE A N D REGISTER SCHEDULE DEDICATED METAL ROOF CAP PROVIDE SCREEN ONLY VENTS. ROUTE DRYER VENT AT RESTROOM PER UNIT PLANS PROVIDE BACKDRAFT MARK MANUFACTURER DESCRIPTION OBD MOUNTING COLOR MATERIAL REMARKS DAMPER ONLY AT _- DRYER VENTS. 1� A CODY OR EQUIVALENT TWO-WAY STAMPED Y WALL WHITE STEEL 1,2,3,4,5 ' FACE B CODY OR EQUIVALENT ONE-WAY STAMPED Y WALL WHITE STEEL 1, 2, 3, 4, 5, 6 FACE ADJUSTABLE VERTICAL C CODY OR EQUIVALENT Y LADES WALL WHITE STEEL 1, 2, 3, 4, 5 DRYER VENT CODY OR EQUIVALENT CURVED BLADE Y CEILING WHITE STEEL 113,4,7 IN WALL. p STAMPED FACE E CODY OR EQUIVALENT RETURN N WALL WHITE STEEL 1,4 DUCT ATTACHED ' STAMPED FACE TO TRUSS 1 AS AN OPTION TO ELBOWING 1. SEE HVAC PLANS FOR NECK SIZES AND CFMS THROUGH WALL, PROVIDE 2. USE ONLY REGISTERS SPECIFICALLY MADE FOR SIDEWALL APPLICATION. CUTOUT IN WALL AS SHOWN. 3. MAXIMUM PRESSURE DROP OF .04 IN WC. 4. TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO AIR DEVICES AS REQUIRED. 5. HORIZONTAL DIMENSION GIVEN FIRST. SUBSTITUTED IF ONE -WAY CANNOT BE FOUND. ROOF EXHAUST DUCT TERM I N A T I ON 6. ADJUSTABLE VERTICAL BLADE REGISTER MAY BE 7. 4-WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. SCALE: NTS SLOPE TO DRAIN SIZE AND ROUTE AS INDICATED ON DRAWINGS. 4" MIN. AND 2" GREATER THAN TOTAL STATIC PRESSURE OF FAN REMOVEABLE CAP DRAIN WITH Y4" HOLE PAN DRILLED IN TOP CONDENSATE SCALE: NTS 2" MIN. THREADED jW CAP CONNECTION AT -' LOWEST POINT IN PAN IS PREFERRED UNION -� EEP SEAL P-TRAP DETAIL PRIMARY I mmr, JGG vL i r` i L- SCALE: NTS '--GALVANIZED STEEL OR ALUMINUM VENT CONNECTION AT 12" TO 18" A. F. F. TYPICAL DRYER VENT DETAIL SCALE: NTS ROVIDE SUPPLY UCT WITH 3: 1 RANSITION TO IZE SHOWN ON LANS FRIGERANT LINES ACTORY NSTALLED ISCONNECT INGED ACCESS ANEL FOR RETURN IR & MAINTENANCE CAULK AUXILIARY DRAIN PAN TO WALL AT THIS EDGE. ROVIDE AUXILIARY DRAIN PAN INDER AHU AND ABOVE WATER HEATER. 'ROVIDE FLOAT SWITCH IN PAN TO iISABLE AHU SHOULD PAN BECOME FULL, PAN SHALL EXTEND 2" BEYOND AHU ON 3 SIDES. PROVIDE FOAM PLUG -CUT FLUSH AT CONDUIT ENTRANCE OR PACK WI_.. INSIDE INSULATE ENTIRE LENGTH OF SUCTI, EXTEND PVC ABOVE SLAB LONG SWEE ELBOW OR PVC CONDUIT WITH SOLVENT WELDED JOINTS. 4" D I A FOR ONE SET OF LINES. 6't D I A FOR UP TO 3 SETS OF LINES. OUTSIDE 0- SEAL OPEN END WITH NONTOXIC EXPANDABLE FOAM. v v'�" I ROUTE REFRIGERANT LINES I BELOW GRADE TO CU. APPLY 2 COATS OF VINYL -LACQUER TYPE FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION. ROUTE CONDUIT UNDER SLAB FOOTER AND COMPACTED FILL. COMPACTED FILL SHALL BE AT 4" LIFTS TO GRADE. SLOPE MIN. IA" /FT TO OPEN END. UNDERGROUND REFRIGERANT LINES NTS 0a O [. DOTES HVAC GENERAL o p NOTES L 2 A. PAINT INSIDE OF DUCTS AND PORTIONS OF CEILING ASSEMBLY VISIBLE o THROUGH GRILLES OR REGISTERS WITH FLAT BLACK PAINT. B. PIPE AND DUCT ROUTING SHOWN IS o SCHEMATIC. PROVIDE ANY ADDITIONAL v OFFSETS AND FITTINGS, INCLUDING U DIVIDED DUCTS AND, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. C. COORDINATE WITH ALL OTHER TRADES a v PRIOR TO PURCHASING OR INSTALLING EQUIPMENT AND MATERIALS. 3 D. ASSEMBLE DRYER DUCTS WITHOUT SHEET METAL SCREWS OR OTHER FASTENERS o EXTENDING INTO AIRSTREAM. RUN EACH N JOINT IN THE DIRECTION OF AIR FLOW SO AS NOT TO CATCH LINT. SEAL JOINTS WITH NON-COMBUSTABLE MATERIAL. a E. SECURE FIBROUS DUCT BOARD SECTIONS TOGETHER WITH STAPLES AND SEAL N WITH FABRIC AND MASTIC. PRESSURE N TAPE IS NOT ALLOWED. F. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC AND DIVISION 16 SPECIFICATIONS. z G. ROUND EXHAUST DUCTS SHALL BE 30 =' GAUGE MINIMUM GALVANIZED STEEL OR v FLEXIBLE ALUMINUM. FLEXIBLE ALUMINUM IS NOT ALLOWED FOR DRYER DUCTS. H. SLEEVE AND FIRESTOP PENETRATIONS a THROUGH FIRE RATED SYSTEMS TO a MAINTAIN RATING OF SYSTEM. USE a MINIMUM GALVANIZED STEEL GAUGE DUCT AS REQUIRED TO MAINTAIN RATING OF SYSTEM. " I. LOCATE WALL AND ROOF TERMINATIONS T a D AT THE SAME RELATIVE ELEVATION AND HORIZONTAL POSITION TO MAINTAIN A N UNIFORM APPEARANCE. WHEN IN DOUBT, COORDINATE PLACEMENT WITH ARCHITECT. PRIME COAT AND PAINT EXTERIOR TERMINATIONS TO MATCH BUILDING COLOR. o Y J. PROVIDE MATERIALS WHICH HAVE A v FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOP RATING OF 50 a OR LESS WHEN TESTED IN ACCORD y WITH ASTM E84. 2 K. INSULATE SUPPLY AND RETURN DUCTS TO A MINIMUM R-VALUE OF 6.0 UNLESS INSTALLED IN A MECHANICALLY COOLED SPACE OR IN A CAVITY WHOSE EXTERIOR WALLS ARE INSULATED, IN WHICH CASE THE R-VALUE MAY BE 4. 2. V E d 0 z a I✓ 0 2 6/26/90 155UE FOR PERMIT 0 1 5/19/98 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, winter Park, FI. 32789 (407) 029-1)395 ® CONSW INO ENOINEEEn5 )r aEAST SEM" SUfTE Nk C&95B_K", R. M07 ffi: (Qn &M=19W JOfI wmKff 9693 IX 5� a- UJ 5 T L A K E INK A P A R t M E N T 5 04/20/98 Data N 5ANFORD. FLORIDA Roj. 3643-0ID HVAG 5CHEDULE5 HOE] AND DETAIL5 i 3 n i 1 ., 0 // FILE: 9893h61 FwT ecAm 12' =1' -0' LMT fl.0T: 4/28/9S I 6 S 9 10 IRI C I E G H 0,— N5ILpINCs I - Ist FLOOR - HVAC a ELECTRICAL PLAN HVAC H.QIES 0 OMOUNT CU'S ON 4" THICK CONCRETE PADS. PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 4" ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB —UP. PLACE CU'S AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR CU'S SECURELY TO PAD. LOCATION OF CU'S ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING RCHITECTURAL DETAILS. LINES. ROUTE FROM AHU, AND UP THRU CU PAD. SEE REFRIGERANT LINE DETAIL ON ;ATE DRAIN LINE. ROUTE FROM GRADE TO JUST BEYOND ,LL, AND TERMINATE 6" ABOVE TURNED DOWN ELBOW. TERMINATE IR MULCHED AREA. PROVIDE 44" NES AT INDIVIDUAL AHU' S, COMMON RISERS, AND 1 V4- IR ANY LINES BELOW GRADE. IERE INSIDE BUILDING AND 1IDE A TRAP AT EACH AHU PER ;HEFT H6. 01, )ERANT LINE RUNS EXCEED 50 FEET, SIZE REFRIGERANT LINES )FACTURER'S RECOMMENDATIONS :CIFIC LENGTH INVOLVED. ALSO :ESSORIES AS RECOMMENDED BY :R. INCLUDING 3/4" SUCTION LINE, ) LINE, CRANKCASE HEATER, LIQUID )ID, AND INVERTED SUCTION IF THE SUBMITTED :R MAKES NO RECOMMENDATIONS :FRIGERANT LINE RUNS, CHOOSE MANUFACTURER. IGERANT LINES AND CONDENSATE 3 UP IN WALL THRU FLOOR JOIST JP IN MECHANICAL CLOSET. L 11 C I 7s LN NOTES ELEC SHEET NOTES 0 s v 1 MOUNT THESE FIXTURES IN THIS LOCATION ON ALL FLOORS. L C 02 MOUNT THESE FIXTURES ON THE CEILING OF THE SECOND FLOOR BREEZEWAY. a O METER CENTERS (HOUSE PANEL) ARE TO BE LL LOCATED AT THE END OF THE BUILDING NEAREST THE TRANSFORMER SERVING IT. a COORDINATE EXACT LOCATION WITH SITE PLAN AND ARCHITECTURAL PLANS. VERIFY 3' CLEARANCE IN FRONT OF METER CENTER AND HOUSE PANEL. 3 C O FIRE ALARM CONTROL PANEL ON FIRST a FLOOR ONLY. CONNECT TO THE HOUSE 5 PANEL. O MOUNT AUDIO/VISUAL ALARM ON ALL FLOORS INS THIS LOCATION. s 6� CONNECT EMERGENCY LIGHTS TO UNSWITCHED LEG OF CIRCUIT. MOUNT FIXTURE ON F UPPER FLOORS. i 7 MOUNT PULL STATION ON ALL FLOORS. 8 CONNECT TO HOUSE PANEL. OPROVIDE NEMA-3R DISCONNECT SWITCHES FOR ALL CONDENSOR UNITS AS FOLLOWS: CU—Al 30A/2P FUSED AT 15 AMPS i CU-81 30A/2P FUSED AT 15 AMPS CU—B2 30A/2P FUSED AT 20 AMPS CU-Cl 30A/2P FUSED AT 20 AMPS CU-C2 30A/2P FUSED AT 20 AMPS CU-C2B 30A/2P FUSED AT 20 AMPS CU-D1 30A/2P FUSED AT 20 AMPS CU-D2 30A/2P FUSED AT 25 AMPS CU-D2A 30A/2P FUSED AT 25 AMPS CONNECT TO RESPECTIVE TENANT PANELS. 10 SEE SHEET E3.03 FOR ELECTRICAL LAYOUT OF GARAGES. 11 CONNECT TO HOUSE PANEL. PROVIDE LOCK ON DEVICE FOR THIS CIRCUIT. 12 MOUNT THESE FIXTURES ON THE CEILING OF THE THIRD FLOOR BREEZEWAY AND BENEATH THE LANDING BETWEEN THE SECOND AND THIRD FLOOR. I el FUGLEBERG KUCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 , CONSULTING ENGINEERS 4M EAST SEMOM SdaTE 202 CASSB..BEFiTiY, R W07 MI: Ran W—M JOB M1MK—R 9893 V. 5B/MLp W E 5 T L A K E °i SB/MLD GNKiMLD apaRrrtENtS aa04l20/98 SANFORp. PLORIpA aj. 3643-00 E341DING TYPE HVAC 4 HE2.01 ELECTRICAL PLAN--__ 1 2 3 6 FILB= 9093he21 m-m ec&E: 12' = P - 0' l AMT KOT: 40/9� 2 3 c 5 Q ;am E r G N 1 2 3 4 t; H 5 6UILDING TYPE II - Ist FLOOR - HVAC d ELECTRICAL PLAN IV HYAC UES O O1 MOUNT CU'S ON 4" THICK CONCRETE PADS. PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 4" ON ALL SIDES AND SHALL REFRIGERANT PIPING STUB —UP. S AWAY FROM ROOF DRIP LINE. ANUFACTURER'S RECOMMENDED S. ANCHOR CU'S SECURELY TO TION OF CU'S ARE APPROXIMATE. E CLOSELY WITH LANDSCAPING ARCHITECTURAL DETAILS. NT LINES. ROUTE FROM AHU, DE, AND UP THRU CU PAD, SEE ND REFRIGERANT LINE DETAIL ON 01, NSATE DRAIN LINE. ROUTE FROM W GRADE TO JUST BEYOND WALL, AND TERMINATE 6" ABOVE H TURNED DOWN ELBOW. TERMINATE OR MULCHED AREA. PROVIDE -Y4" LINES AT INDIVIDUAL AHU' S, ER COMMON RISERS, AND IV4- FOR ANY LINES BELOW GRADE. WHERE INSIDE BUILDING AND OVIDE A TRAP AT EACH AHU PER SHEET H6.01. IGERANT LINE RUNS EXCEED 50 T FEET, SIZE REFRIGERANT LINES VUFACTURER'S RECOMMENDATIONS 'ECIFIC LENGTH INVOLVED. ALSO 'CESSORIES AS RECOMMENDED BY RER, INCLUDING 3/4" SUCTION LINE ID LINE, CRANKCASE HEATER, LIQUID VOID, AND INVERTED SUCTION IF THE SUBMITTED RER MAKES NO RECOMMENDATIONS REFRIGERANT LINE RUNS, CHOOSE J MANUFACTURER. ?IGERANT LINES AND CONDENSATE =S UP IN WALL THRU FLOOR JOIST UP IN MECHANICAL CLOSET. =r N P /,a Upi 0! Evi 7 NOTES ELEC SHEET NOTES Q O MOUNT THESE FIXTURES IN THIS LOCATION ON ALL FLOORS. (2 MOUNT THESE FIXTURES ON THE CEILING OF THE SECOND FLOOR BREEZEWAY. OMETER CENTERS (HOUSE PANEL) ARE TO BE LOCATED AT THE END OF THE BUILDING NEAREST THE TRANSFORMER SERVING IT. COORDINATE EXACT LOCATION WITH SITE PLAN AND ARCHITECTURAL PLANS. VERIFY 3' CLEARANCE IN FRONT OF METER CENTER AND HOUSE PANEL. 4O FIRE ALARM CONTROL PANEL ON FIRST FLOOR ONLY. CONNECT TO THE HOUSE PANEL. O MOUNT AUDIO/VISUAL ALARM ON ALL FLOORS INS THIS LOCATION. O CONNECT EMERGENCY LIGHTS TO UNSWITCHED LEG OF CIRCUIT. MOUNT FIXTURE ON UPPER FLOORS. 7 MOUNT PULL STATION ON ALL FLOORS. 8•CONNECT TO HOUSE PANEL. 9 PROVIDE NEMA--3R DISCONNECT SWITCHES FOR ALL CONDENSOR UNITS AS FOLLOWS: CU—Al 30A/2P FUSED AT 15 AMPS CU —B1 30A/2P FUSED AT 15 AMPS CU—B2 30A/2P FUSED AT 20 AMPS CU—Cl 30A/2P FUSED AT 20 AMPS CU—C2 30A/2P FUSED AT 20 AMPS CU—C28 30A/2P FUSED AT 20 AMPS CU—D1 30A/2P FUSED AT 20 AMPS CU—D2 30A/2P FUSED AT 25 AMPS CU—D2A 30A/2P FUSED AT 25 AMPS CONNECT TO RESPECTIVE TENANT PANELS. 10 SEE SHEET E3.03 FOR ELECTRICAL LAYOUT OF GARAGES. 11 CONNECT TO HOUSE PANEL. PROVIDE LOCK ON DEVICE FOR THIS CIRCUIT. 12 MOUNT THESE FIXTURES ON THE CEILING OF THE THIRD FLOOR BREEZEWAY AND BENEATH THE LANDING BETWEEN THE SECOND AND THIRD FLOOR. A 1 i C L Z C C C s c c a S C LG w T G C 1 .0 6 C: v c a c C C r c c c v: c d U U D N V1 N .0 F- U Z U U Q � 0 U p X V .j m A LRev. I (M(0/98 155UE FOR PERMIT'No Date Issue History <!' :J !77 F'UGLEBERG KOCH ARCHITECTS OTland o 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 % S� %ONSULTING ENGINEERS 0 EAST SEMORAfV SEE 202 CASSI_ 9 Fff R M07 PH: RM &M-W a. SB/MLD E 5 T L A K E 5f3/MLI) APARTMENTSS GNK/MLp oar 04/20/98 SANFORp. FLORIDA Ao�. 3643-0ID F341DING TYPE II HVAG 4 HE2.02 ELECTRICAL PLAN FILE: 9893he22 F or ecALE: 12' = P - 0' I MT pLoT: 4/28/� 2 3 4 5 6 1 S 9 10 O n C ❑r F F G H SITE -ELECTRICAL PLAN RW)f111 =50' LIGHTING FIXTURE SCHEDULE MFG. & CAT.# DESCRIPTION LAMPS MTD VOLTS REMARKS NO. TYPE rAR LITHONIA KSF2250MR3RP09 SHOEBOX, ASYMMETRICAL 1 250W MH POLE 12Q PROVIDE ALL MOUNTING HARDWARE ELECTRICAL SITE LEGEND T� POWER COMPANY TRANSFORMER SA4 LITHONIA KSF2500MR3RPO9 SHOEBOX, ASYMMETRICAL 1 250W MH POLE 120 PROVIDE ALL MOUNTING HARDWARE MM METER CENTER LOCATION SA ACCORD INDUSTRIES 25' DIRECT BURIAL - - - _ POLE AND FIXTURE Ej-0 POLE MOUNTED FIXTURE, TYPE SA3 POLE P5 CONCRETE POLE 20' FOR MOUNTING HEIGHT - COMBINATION MUST MEET LOCAL WIND LOADING REQUIREMENTS BUILDING MOUNTED SIGN LIGHT TYPE SB (>0 TENNIS COURT LIGHTS, TYPE SE SB HUBBEL NRG-308-W4 WALL PACK 1 2BW PLC WS 120 MOUNT ABOVE BLDG NUMBER. CONNECT TO HOUSE LIGHTING CIRCUIT. Jo GRADE MOUNTED, WEATHERPROOF JUNCTION BOX SE LITHONIA TFL--40OM-RA2-TS FLOOD LIGHT 1 400W MH PALE 120 USE 'SA'POLE 2 3 I A IA' mm IM E ME 3-#4, 1-#6G, 1" C _ _ COMPACTOR 100A METER SOCKET 60 AMP DISCONNECT CAST IN PLACE 3" X 5" N SWITCH FUSED HANDHOLE WITH AT 60 A. WEATHERPROOF COVER FINISHED GRADE 3-#4, 1" C A 7 SURGE GROUND LUG o ARRESTORTO #1 GND c° TO POWER COMPANY' S — �`— SEE GROUNDING TRANSFORMER DETAIL ON SHEET E-2 COMPACTOR POWER RISER DIAGRAM CONCRETE LIGHTING STANDARD" DETAIL SCALE: Nis SCALE: NTS 6 7 8 9 10 COMPCTR. DWG — >r Nor-FES SITE PLAN NOTES 1. ALL TRANSFORMER LOCATIONS SHOWN ARE PRELIMINARY. VERIFY EXACT LOCATIONS WITH LOCAL UTILITY. 2. ALL EXTERIOR BUILDING AND SITE LIGHTS ARE TO BE CONTROLLED BY PHOTOCELL OR PHOTOCELL/CONTACTOR ARRANGEMENT, a 3. CIRCUIT DESIGNATIONS: 9 HP 2 s CIRCUIT NUMBER HOUSE PANEL BUILDING NUMBER 4. CONNECTION FOR LANDSCAPE/SIGN LIGHTING. SEE LANDSCAPE DRAWINGS FOR TYPES AND QUANTITIES. EVENLY DISTRIBUTE FIXTURES ON CIRCUITS INDICATED. 5. CONNECTION TO GATE OPERATOR. VERIFY EXACT LOCATION. 6. CONNECTION FOR GATE CARD READER. PROVIDE CONDUITS FROM CARD READER TO GATE OPERATOR,AND GUARD HOUSE AS REQUIRED BY MANUFACTURER, 7. COMPACTOR SERVICE. SEE RISER DIAGRAM ON THIS SHEET. 8. TENNIS COURT LIGHTS ARE TO BE CONTROLLED BY A 6 HOUR SPRING WOUND TIMER (INTERMATIC FF-6H) /CONTACTOR ARRANGEMENT MOUNTED ON ONE OF THE LIGHT POLES AND IN A NEMA-3R ENCLOSURE. 8. CONNECTION FOR FLOATING FOUNTAIN. SEE LANDSCAPE DRAWINGS FOR EXACT LOCATION AND TYPE. 0 A LRev. 8/21/98 No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI, 32789 (407) 629-0595 I�K3 rigrCASSELBERRY, EN�EM 430 EAST 6130 N SUffE 202 t4140 tj FL 32707 M (4071834-7900 JOB (VUMBEf 9803 MLD W E 5 T L A K E c% MLD APARrtMEN?5 ML� v.� B4/2D/98 SANPORp,FLORIpA 3643.00 51TE ELECTRICAL PLAN EI-01 FII..E, 9893e11 Ftor v-4.E, 12 ° =1'-0° LmT Ft.or, 4/2S/ 2 3 4 5 A E3 C p F F G IT AI - ELECTRIC n�lz I, = V-011 PLAN ABBREVIATIONS AFF ABOVE FINISHED FLOOR C CONDUIT CR CEILING RECESSED MOUNTED CS CEILING SURFACE MOUNTED CT DEVICE MOUNTED ABOVE COUNTERTOP DS DISCONNECT SWITCH DN DOWN FDS FUSED DISCONNECT SWITCH G GRADE MOUNTED GFI GROUND FAULT INTERRUPTER GND GROUND IG ISOLATED GROUND JB JUNCTION BOX NIC NOT IN CONTRACT NTS NOT TO SCALE P POLE PD PENDANT MOUNTED PNL PANELBOARD Q QUADRAPLEX U UNIVERSAL MOUNTING UP DEVICE WIRED FOR PROTECTION BY UPSTREAM GFI W DEVICE MOUNTED AT 48" WP WEATHERPROOF COVERPLATE WR WALL RECESSED WS WALL SURFACE MOUNTED ICAL LEGEND UTLETS OR BOXES LOCATED ON OPPOSITE ED WALLS OR PARTITIONS SHALL BE A HORIZONTAL DISTANCE OF NOT LESS ES. ;CENT FIXTURE, CEILING MOUNTED 4G FIXTURE, CEILING MOUNTED v I _. .,- FIXTURE, WALL MOUNTED S SINGLE POLE SWITCH, MOUNTED @ 48" AFF. DUPLEX 15A, 125V, 2P, 3W, GROUNDING RECEPTACLE,MOUNT @ 18"AFF DENOTES GROUND FAULT INTERRUPTER DENOTES HALF -SWITCHED �-- SINGLE 250V NON -LOCKING TYPE RECEPTACLE TELEPHONE OUTLET, MOUNTED @ 18" AFF TV TELEVISION OUTLET, MOUNTED @ 18" AFF DISCONNECT SWITCH. SIZE/POLES/FUSE J� JUNCTION BOX, CEILING MOUNTED CH JUNCTION BOX, WALL MOUNTED SMOKE DETECTOR �( J EXHAUST FAN CONNECTION ( FAN BY D I V. 15) FIRE ALARM AUDIBLE DEVICE, WALL MOUNTED @ 80"AFF COMBINATION AUDIBLE/VISUALDEVICE, WALL MOUNTED @ 80"AFF MANUAL FIRE ALARM PULL STATION, MOUNTED @ 48"AFF FACP FIRE ALARM CONTROL PANEL ® HEAT DETECTOR CEILING FAN 4)=UNIT6 514 132 - ELECTRICAL PLAN: m r E F No TES O PRE -WIRE PHONE LINES FOR FUTURE WATER SUB -METERS. _. O AMU CONNECTION. O FAN/HOOD CONNECTION. MOUNT @ 60"AFF. O4 DISHWASHER CONNECTION. O5 GARBAGE DISPOSAL CONNECTION. 0 �i 3 5/21/98 ARCHITECT/0DIER REVI51ON5 2 6/26/95 155UE FOR PERMIT Z\ I 5/19/95 ow R REVIEW Rev. No Date Issue History F'UGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32769 (407) 629-0595 K.64 001SULM ENGINEERS a W 5E~IOW SUn 202 CAMEO EBBY, FL 32707 Pik (40)) 834-7900 vI rip JOB NUMBER M3 W E 5 T L Fi K E APAR7MEN75 SANFORD, FLORIDA Dr. MLD �- MLD MLD Deem4/2B/98 ,.o,. 3643-00 UNIT5 Al, E31 6 152 ELECTRICAL PLAN ---L� E3.01 W, 1 2 3 5 6 `1 S 9 10 FILE: 9893e31 PLOT SCALE! 1211 - 1'-l'0" I.ABT r Ot; 4/2&98 9 3 I 6 I 5 D F G H UNITS GI < G2 - ELECTRI H511,41, AN -- 5 d NIT5 DI 4 D2 - ELECTRICAL PLAN H511" : V-01 0 rO IS U F H NOTES O PRE —WIRE PHONE LINES FOR FUTURE WATER SUB —METERS. O AHU CONNECTION. O FAN/HOOD CONNECTION. MOUNT ® 60"AFF. O DISHWASHER CONNECTION. O GARBAGE DISPOSAL CONNECTION. 0 . Q &i 3 5/21/98 ARCHITECT/OWNER REYI51oN5 2 6/26/98 155UE fi0R PERMIT 5/19/98 %NI R REVIEW Rev. No Date Issue History FUGLEBERG KUCH ARCHITECT'S 3 OTlando 2555 Temple Trail. Winter Park, Fl. 32789 (407) 629-0595 K C ONSLU G ENCNEEI 4X East SBfC M SUrM 202 CASSELBERRY, FL 32707 PFk (4M 834-7900 JOBNUMBER 9N3 Dr. ML D W E 5 T L A K E ck MLo A P A R T M E N T 6 MLD Pate04/20/90 SAN�ORD, �LORIpA �oj. 3643-00 1 2 4 t2 9 10 uwrs ci, cz, pi a 1)2 ELECTRICAL PLAN E3.02 9893e32 PLOTecA: 12"=1'-0" tAOTPLOT: 4/28/' A B C D E r C. APARTMENT LIGHTING FIXTURE SCHEDULE MARK MFG. & CAT.# DESCRIPTION LAMPS MTD VOLTS REMARKS LOCATION NO. TYPE COLUMBIA LIGHTING FLUORESCENT WRAP 40W PROVIDE ENERGY KITCHEN, GARAGE A FF CHE 240 AROUND FIXTURE 2 - CS 120 SAVING BALLAST TRANS GLOBE MFG DRUM 6OW HALL, UTILITY, B TY 443 WHT FIXTURE 1 A-19 CS 120 BATH VOLUME INTER. GLOBE 6OW CLOSET, STORAGE C INT 1810 WHT FIXTURE 1 A-19 CS 120 TRANS GLOBE MFG 4-LIGHT CHROME 40W BATHROOM D INT 3041 74 CH BEAUTY BAR 4 (G25) WS 120 LIGHT PROCESS INC WALL MOUNTED 9W PATIO E LP 825 PL-9 SQUARE FIXTURE 1 PL WS 120 MOUNT @ 7' AFF. LIGHT PROCESS INC CEILING MOUNTED 13W CORRIDOR LIGHTS F LP 1020 PL213 FIXTURE 2 PL WS 120 LIGHT PROCESS INC WALL MOUNTED 13W GARAGE BRACKET F1 LP 610 PL213 FIXTURE 2 PL WS 120 LIGHT CRAFTMADE FAN CO. ALL WHITE, CEILING 75W WALL SWITCH TO LIVING ROOM G CF CR 525 WHT/ PADDLE FAN 4 A-19) CS 120 CONTROL LIGHT KIT LK 15 WHT W/LIGHT KIT G1 -- PREWIRED JUNCTION BOX BOX FOR FUTURE FAN PROGRESS PULLCHAIN, GLOBE 75W EXTERIOR STORAGE H P3083-15SW FIXTURE 1 A-19 WS 120 CHLORIDE EMERGENCY LIGHTS MOUNT ON CEILING XA 4X6N18 W/BATTERY PACK -- -- CS 120 CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT DMF MFG DOWNLIGHT W/ 10OW PROVIDE A 5-SIDED, ENTRY, DINING I PAN 82/RM40 P BLACK BAFFLE 1 A-19 CR 120 FIRE -RATED BOX AROUND DOWNLIGHTS WHICH PENETRATE RATED FLOOR CEILING ASSEMBLIES. DMF MFG SHOWER 10OW PROVIDE A 5-SIDED, OVER TUB J PAN 82/R 12 LIGHT 1 A-19 CR 120 FIRE -RATED BOX AROUND DOWNLIGHTS WHICH PENETRATE RATED FLOOR CEILING ASSEMBLIES. PRELIMINARY FIXTURE SCHEDULE O H 5CsARAGE - ELECTRI GAL PLAN 1 m 0 [01 r H NOTES 1 CONNECT TO HOUSE PANEL VIA PHOTOCELL. 2 CONNECT TO HOUSE PANEL. ` 3 PROVIDE A KEY SWITCH AND ALL LOW VOLTAGE WIRING REQUIRED FOR CONNECTION TO THE GARAGE DOOR OPENERS IN EACH GARAGE. COORDINATE REQUIREMENTS WITH OPENER ; MANUFACTURER. t� 0 0 ` 2 6/26/90 I55UE FOR PERMIT 0 1 5/19/98 OWNER REYIEW Rev. No Date Issue History 0 F'UGLEBERG KOCH ARCHITECIVS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 K C®NSULTINC ENGINEERS do ry 430 EASE sEMOM MlE zoz CAMR BE V, FL U707 PH- (4M &M-M JOB NUMBED 9993 W E 5 T L A K E APARTMENTS SANFORp. FLORIDA q. MLD mlll MLD �oai2miga 3643-00 GARAGE ELECTRICAL PLAN E3.03 I 2 3 4 Fu =: 9893e33 Kar OCAS: 12' =1' -0' I MT MOT: 4/26/96 4 A C E F G N PANEL Al VOLTAGE: 240/12OV, 1 PH, 3W MAINS: 100A, MLO CIRCUIT BREAKER/PALE DESCRIPTION 1 20A/IP REFRIGERATOR 2 20A/1P DISHWASHER 3 20A/1P WASHER 4 20A/1P DISPOSAL 5-6 20A/1P BATHROOM RECEPT. 7-8 20A/1P SMALL APPLIANCE 9-17 15A/1P LTG/RECEPT 18 30A/2P WATER HEATER 19 30A/2P DRYER 20 50A/2P RANGE 21 15A/2P CU-Al 22 30A/2P AHU-Al PANEL D1 VOLTAGE: 240/12OV, 1 PH, 3W MAINS: 125A, MLO CIRCUIT BREAKER/POLE DESCRIPTION 1 20A/1P REFRIGERATOR 2 20A/1P DISHWASHER 3 20A/1P WASHER 4 20A/1P DISPOSAL 5-6 20A/1P BATHROOM RECEPT. 7-8 20A/1P SMALL APPLIANCE 9-17 15A/1P LTG/RECEPT 18 50A/2P WATER HEATER 19 30A/2P DRYER 20 50A/2P RANGE 21 20A/2P CU-D 1 22 40A/2P AHU-DI UNIT Al GEN. LTG. ( 651 x 3) 1, 953 APPLIANCE CKTS 3,000 LAUNDRY CKTS 1,500 DISPOSAL 1, 000 RANGE 8, 000 DISHWASHER 1,200 REFRIGERATOR 1,200 WATER HEATER 4,500 DRYER 5, 000 TOTAL 27, 353 10 KW @ 100% 10.0 17. 3KW @ 40% 6. 9 SUBTOTAL 16. 9 KW HEATING @ 65% 3.3 KW 20. 2 KW AMPS @ 240V , 1 PHASE = 84. 2 AMPS TOTAL CONNECTED = 32.3 KW UNIT D1 GEN. LTG. (1269 x 3) 3, 807 APPLIANCE CKTS 3,000 LAUNDRY CKTS 1,500 DISPOSAL 1, 000 RANGE 8, 000 DISHWASHER 1,200 REFRIGERATOR 1.200 WATER HEATER 9,000 DRYER 5, 000 TOTAL 33, 707 10 KW @ 100% 10, 0 23. 7KW @ 40% 9.5 SUBTOTAL 19,5 KW HEATING @ 65% 4. 8 KW 24. 3 KW AMPS @ 240V , 1 PHASE = 101. 2 AMPS TOTAL CONNECTED = 41,2 KW PANELBOARD SCHEDULES PANEL 81 PANEL B2 VOLTAGE: 240/12OV, 1 PH, 3W VOLTAGE: 240/12OV, 1 PH, 3W MAINS: 100A, MLO MAINS: 100A, MLO CIRCUIT BREAKER/POLE DESCRIPTION CIRCUIT BREAKER.POU DESCRIPTION 1 20A/1P REFRIGERATOR 1 20A/1P REFRIGERATOR 2 20A/1P DISHWASHER 2 20A/1P DISHWASHER 3 20A/1P WASHER 3 20A/1P WASHER 4 20A/1P DISPOSAL 4 20A/1P DISPOSAL 5-6 20A/1P BATHROOM RECEPT. 5-6 20A/1P BATHROOM RECEPT. 7-8 20A/1P SMALL APPLIANCE 7-8 20A/1P SMALL APPLIANCE 9-17 15A/1P LTG/RECEPT 9-17 15A/1P LTG/RECEPT 18 30A/2P WATER HEATER 18 30A/2P WATER HEATER 19 30A/2P DRYER 19 30A/2P DRYER 20 50A/2P RANGE 20 50A/2P RANGE 21 20A/2P CU-82 21 15A/2P CU-B1 22 40A/2P AHU-B 22 30A/2P AHU-B 1 PANEL D2 VOLTAGE: 240/12OV, 1 PH, 3W MAINS: 125A, MLO CIRCUIT BREAKER/POLE DESCRIPTION 1 20A/1P REFRIGERATOR 2 20A/1P DISHWASHER 3 2OA/1P WASHER 4 20A/1P DISPOSAL 5-6 20A/1P BATHROOM RECEPT. 7--8 20A/1P SMALL APPLIANCE 9-17 15A/1P LTG/RECEPT 18 5OA/2P WATER HEATER 19 30A/2P DRYER 20 50A/2P RANGE 21 25A/2P CU-D2 & D2A 22 40A/2P AMU-D2 & D2A UNIT 81 GEN. LTG. ( 734 x 3) 2, 202 APPLIANCE CKTS 3,000 LAUNDRY CKTS 1,500 DISPOSAL 1, 000 RANGE 8, 000 DISHWASHER 1,200 REFRIGERATOR 1,200 WATER HEATER 4,500 DRYER 5,000 TOTAL 27, 602 10 KW @ 100% 10. 0 17. 6KW @ 40% 7.0 SUBTOTAL 17.0 KW HEATING @ 65% 3. 3 KW 20. 3 KW AMPS @ 240V , 1 PHASE = 84. 6 AMPS TOTAL CONNECTED = 32,6 KW UNIT D2 GEN. LTG. (1352 x 3) 4, 056 APPLIANCE CKTS 3,000 LAUNDRY CKTS 1,500 DISPOSAL 1, 000 RANGE 8, 000 DISHWASHER 1, 200 REFRIGERATOR 1,200 WATER HEATER 9,000 DRYER 5, 000 TOTAL 33, 956 10 KW @ 100% 10. 0 23. 9KW @ 40% 9.6 SUBTOTAL 19. 6 KW HEATING @ 65% 4. 8 KW 24. 4 KW AMPS @ 240V,. 1 PHASE = 101.7 AMPS TOTAL CONNECTED = 41.4 KW UNIT CALCULATIONS UNIT 82 GEN. LTG. ( 835 x 3) 2, 505 APPLIANCE CKTS 3,000 LAUNDRY CKTS 1,500 DISPOSAL 1, 000 RANGE 8, 000 DISHWASHER 1,200 REFRIGERATOR 1,200 WATER HEATER 4, 500 DRYER 5, 000 TOTAL 27, 905 10 KW @ 100% 10.0 17. 9 KW @ 40% 7. 1 SUBTOTAL 17.1 KW HEATING @ 65% 4. 8 KW 21. 9 KW AMPS @ 240V , 1 PHASE = 91. 2 AMPS TOTAL CONNECTED = 35.4 KW PANEL C1 VOLTAGE: 240/12OV, 1 PH, 3W MAINS: 100A, MLO CIRCUIT BREAKER/POLE DESCRIPTIQPJ 1 20A/1P REFRIGERATOR 2 20A/1P DISHWASHER 3 20A/1P WASHER 4 20A/1P DISPOSAL 5-6 20A/1P BATHROOM RECEPT. 7-8 20A/1P SMALL APPLIANCE 9-17 15A/1P LTG/RECEPT 18 35A/2P WATER HEATER 19 30A/2P DRYER 20 50A/2P RANGE 21 20A/2P CU-C1 22 40A/2P AHU-C1 UNIT C1 GEN. LTG. ( 994 x 3) 2, 982 APPLIANCE CKTS 3,000 LAUNDRY CKTS 1,500 DISPOSAL 1, 000 RANGE 8, 000 DISHWASHER 1,200 REFRIGERATOR 1,200 WATER HEATER 6,000 DRYER 5, 000 TOTAL 29, 882 10 KW @ 100% 10. 0 19. 8 KW @ 40% 7. 9 SUBTOTAL 17.9 KW HEATING @ 65% 4. 8 KW 22. 7 KW AMPS @ 240V , 1 PHASE = 94. 5 AMPS TOTAL CONNECTED = 37.3 KW PANEL C2 VOLTAGE: 240/12OV, 1 PH, 3W MAINS: 100A, MLO CIRCUIT BREAKERZEQLE DESCRIPTION 1 20A/1P REFRIGERATOR 2 20A/1P DISHWASHER 3 20A/1P WASHER 4 20A/1P DISPOSAL 5-6 20A/1P BATHROOM RECEPT. 7-8 20A/1P SMALL APPLIANCE 9-17 15A/1P LTG/RECEPT 18 35A/2P WATER HEATER 19 3OA/2P DRYER 20 50A/2P RANGE 21 20A/2P CU-C2A & C2B 22 40A/2P AHU-C2A ** **AHU-C2 30A/2P UNIT C2 SEE PLANS FOR QUANTITY AND LOCATION OF DEVICES WIRING FOR FUTURE VISUAL DEVICES IN BEDROOMS OF FIRST FLOOR UNITS HEAT DETECTOR MOUNTED ABOVE FRCP 2ND FLOOR MOUNT ON--`, F WP FRONT OF F A A BUILDING AT 10' AFG FIRE PROTECTION SWITCHES FIRE COORDINATE LOCATION WITH ALARM TS FS FIRE PROTECTION CONTRACTOR. CONTROL PANEL V.2" CONDUIT TO CLUBHOUSE HOUSE FOR CONNECTION TO DACT. PANEL 1ST FLOOR FIRE ALARM RISER D I AGRAM-BLDGS. II SCALE: NTS 1. FIRE ALARM CONTRACTOR SHALL SUBMIT FIRE ALARM PLANS TO THE BUILDING DEPT. FOR APPROVAL WITH ORIGINAL PERMIT DOCUMENTS. PROVIDE CONDUCTOR TYPES AND SIZES, RACEWAY TYPES AND SIZES, EQUIPMENT LITERATURE. 2. ALL COMPONENTS SHALL REFLECT UL FOR FIRE SERVICE USE AND SHALL BE COMPATIBLE. 3. FIRE ALARM SYSTEM SHALL BE IDENTIFIED AS TO WHETHER THEY ARE "POWER LIMITED". 4. CABLE PENERTRATION INTO OR THROUGH PLENUM AREAS USED FOR TRANSFER OF ENVIRONMENTAL AIR SHALL BE TEFLON INSULATED TYPE OR OF AN APPROVED TYPE IN ACCORDANCE WITH SECTION 800-3 (D) OF THE NATIONAL ELECTRIC CODE. 5. PROVIDE A FIBERGLASS OR MOLDED PLASTIC WEATHERPROOF ENCLOSURE HOUSING THE FIRE ALARM CONTROL PANEL. ENCLOSURE SHALL BE SURFACE MOUNTED AND HAVE A CLEAR, HINGED FRONT PANEL. GEN. LTG. (1096 x 3) 3, 288 APPLIANCE CKTS 3,000 LAUNDRY CKTS 1,500 DISPOSAL 1, 000 RANGE 8, 000 DISHWASHER 1,200 REFRIGERATOR 1, 200 F A� WATER HEATER 6,000 DRYER 5,000 SEE PLANS FOR QUANTITY AND TOTAL 30,188 LOCATION OF DEVICES 10 KW @ 100% 10, 0 20. 1 KW @ 40% 8. 0 SUBTOTAL 18.0 KW 3RD FLOOR HEATING @ 65% 4. 8 KW 22. 8 KW AMPS @ 240V , 1 PHASE = 95. 0 AMPS TOTAL CONNECTED = 37.6 KW 1 WIRING FOR FUTURE VISUAL DEVICES IN BEDROOMS OF FIRST FLOOR UNITS MOUNT ON - FRONT OF BUILDING AT 10' AFG WP HEAT DETECTOR MOUNTED ABOVE FRCP 2ND FLOOR FIRE PROTECTION SWITCHES FIRE COORDINATE LOCATION WITH ALARM TS FS FIRE PROTECTION CONTRACTOR. CONTROL PANEL 1z" CONDUIT TO CLUBHOUSE FOR CONNECTION TO DACT. HOUSE PANEL 1ST FLOOR FIRE ALARM RISER D I AGRAM-BLDGS. I SCALE: NTS 1. FIRE ALARM CONTRACTOR SHALL SUBMIT FIRE ALARM PLANS TO THE BUILDING DEPT. FOR APPROVAL WITH ORIGINAL PERMIT DOCUMENTS. PROVIDE CONDUCTOR TYPES AND SIZES, RACEWAY TYPES AND SIZES, EQUIPMENT LITERATURE. 2. ALL COMPONENTS SHALL REFLECT UL FOR FIRE SERVICE USE AND SHALL BE COMPATIBLE. 3. FIRE ALARM SYSTEM SHALL BE IDENTIFIED AS TO WHETHER THEY ARE "POWER LIMITED". 4. CABLE PENERTRATION INTO OR THROUGH PLENUM AREAS USED FOR TRANSFER OF ENVIRONMENTAL AIR SHALL BE TEFLON INSULATED TYPE OR OF AN APPROVED TYPE IN ACCORDANCE WITH SECTION 800-3 (D) OF THE NATIONAL ELECTRIC CODE. 5. PROVIDE A FIBERGLASS OR MOLDED PLASTIC WEATHERPROOF ENCLOSUR,' HOUSING THE FIRE ALARM CONTROL PANEL. ENCLOSURE SHALL BE ' SURFACE MOUNTED AND HAVE A CLEAR, HINGED FRONT PANEL. a E N NOTES 0 Z\ 0 0 2 6/26/98 155UE FOR PERMIT 0 I 5/19/90 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 CONCULi1NG ENGINEERS 430 EAST SEMORAN SUfIE 202 CAMIBEFEY, FL 37M PH: (V 834-7900 E 5 T � AK A P A R 1' ME N i 5 9ANFORp. rLORIDA a. MLD �U!, MLP p,e 04/20/98 Roy. 3643-0ID ELECTRICAL SCHEDULES AND DETAIL5 E(o.01 0 Imo, 98936(01 Karemu; 12Y'-0' l-mTKor:4/28/98 A B C F 7 7 ■o TYPICAL CAL TYPICAL I T I-' 1 UAL TYPICAL TENANT 4 TENANT 4 TENANT 4 TENANT 4 PANEL PANEL PANEL PANEL (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) as o a o F1 0 0 0 0 O a a F1 O O a a a o a s a o o a a a a a a o 0 m m o o (D © o 6 6 0 0 o a 0 O a 0 0 o a a a a a O HOUSE PANEL HP HOUSE PANEL HP p L1 p p 100A, MLO p p p p p p NEMA- 3RL0 p NEMA-3R O a O a a 2 a a � � a a 2 2 0 p 2 3 3 -- 3 3 0 0 o a a o a 0 0 a a o o� o 0 0 0 � a METER CENTER ' A' #3/0 METER CENTER ' B' #3/0 METER CENTER 'A' #3/0 METER CENTER 'B #3/0 TO POWER COMPANY'S TO POWER COMPANY'S POWER COMPANY'S TO POWER COMPANY'S TRANSFOER CTRANSFORMER CTTO TRANSFORMER RANSFORMER .-.._ _ F29 l= POWER RISER o BUILDING TYPE I NTS F29 F27 " F27 POWER RISER BUILDING TYPE II NTS BUILDING LOAD CALCULATIONS RISER NOTES: a 'A') S) TYPE I (METER CEfyTER ' B' ) BU I LD I NG(S) TYPE I (METER CENTER BUILDING( 1. 1000A/2P MAIN CIRCUIT BREAKER. 4 X Al; 4 X 32. 3 KW = 129. 2 KW 4 X Al: 4 X 32. 3 KW = 129. 2 KW 2. SURGE PROTECTOR 2 X B 1 : 2 X 32. 6 KW = 65. 2 KW 2 X B2 : 2 X 35. 4 KW = 70. 8 KW 3. GROUND PER NEC 6 X Cl: 6 X 37, 3 KW = 223. 8 KW 6 X Cl: 6 X 37. 3 KW = 223. 8 KW 4. 125A, 240V, 4 JAW METER SOCKET WITH A 4 X C2, 4 X 37. 6 KW = 150, 4 KW 4 X C2: 4 X 37. 6 KW = 150. 4 KW 2 POLE, 100A BRANCH BREAKER FOR UNITS Al, 4 X DI: 4 X 41. 2 KW = 164. 8 KW 4 X D2: 4 X 41. 4 KW = 165. 6 K B 1, B2, Cl & C2. 125A BRANCH BREAKER FOR UNITS D1 & D2. 733.4KW X 0. 38 =278.6 KW 739.8KW X 0. 38 =281. 1 KW 5. PROVIDE BRANCH BREAKERS AS REQUIRED HOUSE PANEL = 0 KW FOR BUILDING & SITE LIGHTING. AMPS @ 240 V, 1 PH = 1171 A 282.64. 6 KW 6. 120OA/2P MAIN CIRCUIT BREAKER. 7. USE FEEDER F 1 FOR UNITS A 1, B 1, B2, C 1 & C2. AMPS @ 240 V, 1 PH = 1178 A USE FEEDER F3 FOR UNITS D1 & D2. 40 UNITS 2 METER CENTER(S) WITH 1200A MAIN CIRCUIT BREAKER BU I LD I NG( S) TYPE I I ( METER CENTER ' A') BUILDING( S) TYPE 11 ( METER CENTER ' B' ) 3 X Al: 3 X 32. 3 KW = 96. 9 KW 3 X Al: 3 X 32. 3 KW = 96. 9 KW 2 X 81 : 2 X 32. 6 KW = 65. 2 KW 2 X B2 : 2 X 35, 4 KW = 70, 8 KW FEEDER SCHEDULE 3 X Cl: 3 X 37. 3 KW = 111. 9 KW 3 X Cl: 3 X 37. 3 KW = 111. 9 KW 2 X C2: 2 X 37. 6 KW = 75. 2 KW 3 X C2: 3 X 37. 6 KW = 112. 8 KW 2 X DI: 2 X 41. 2 KW = 82. 4 KW 2 X DI: 2 X 41. 2 KW = 82. 4 KW MARK COPPER ALUMINUM 2 X D2: 2 X 41. 4 KW = 82. 8 KW 2 X D2: 2 X 41. 4 KW = 82. 8 KW F1 3#3, 1#8G, 1" C 3#1, 1#6G, 1-1/2" C 514. 4 KW X 0. 43 =221. 2 KW 557. 6 KW X 0. 43 =239. 7 KW F3 3#1, 1#8G, 1-1/4" C 3#2/0, 1#4G, 2-"C HOUSE PANEL = 4. 0 KW AMPS 240 V, 1 PH = 999 A F27 3 SETS OF 2-400MCM, 1-350MCM, 2" C 4 SETS OF 2-350MCM, 1-300MCM, 2-1/2" C 225. 2 KW F29 4 SETS OF 2-350MCM, 1-300MCM, 2-1/2" C 4 SETS OF 2-500MCM, 1-400MCM, 3-1/2" C AMPS @ 240 V, 1 PH = 938 A 27 UNITS NOTE: ALUMINUM CONDUCTORS MAY BE USED AS SHOWN, 2 METER CENTER(S) WITH 1000A MAIN CIRCUIT BREAKER WHERE PERMITTED BY LOCAL AUTHORITIES. FOOTER STEEL FULL SIZE -Ci ■ E EQUIPMENT RATINGS A. ALL METER CENTER COMPONENTS SHALL BE RATED AT 42KAIC. B. SERIES RATINGS MAY BE APPLIED FOR LOWER RATINGS OF TENANT FEEDER BREAKERS. CONTRACTOR TO PROVIDE SHOP DRAWINGS. C. TENANT LOAD CENTERS TO BE RATED AT 1DKAIC. D. HOUSE PANELS SHALL BE RATED AT 22KAIC. SERVICE EQUIPMENT EQUIPMEN T NEUTRAL GROUNDING BAR BUS ENCLOSURE (TYP) FULL SIZE GROUNDING ELECTRODE CONDUCTOR ULL SIZE (SEE RISER DIAGRAM FOR SIZE) MAIN UNDERGROUND METAL WATER PIPE (BOND TO PIPING ONLY WHEN METAL PIPING IS INSTALLED) ZU V 3/4" x 10' COPPER GROUNDING DETAIL GROUND RODS NOT TO SCALE ' tlIMY ' 9 ayf.,a �.,�Jn•.�w NoTES n -o v ar r a .c s V V `.L V• v m _ U 0 V Vl x al 0 r a fll C V .V a 0 .N .y a �3 a a s c a ( ( ( S 4 I ( A A 0 7 0 2 1 6/26/98 155UE FOR PERMIT Q I 1 5/19/95 OZER REVIEW Rev. No Date Issue History IN 9 1 FUGLEBERG KOCH ARCHITECr'S I" Urlando 2555 'rorriple 'rrall, Winter Park, A. 32789 (407) 629-0595 CONSULTING ENGINEERS ago EAST SEM" SUTE 202 OASSB..BM, FL 32707 M 14071034-79W JOB NUMBER 9893 ML.P I E5TLAK ck M"p �,, MLD AA R ARIMEN1 04/20/98 5ANFORp. FLORIDA ���. 3043-00 LECTRICAL 15ER5 E &.02 i A 5 6 8 FILE: 9893e62 PLOT 8CA.6: 12' = V -0' LMT PLOT: 4/28/98 A .10 C 0 E FI GI r 9 I I! DU5tOU5E - FRONt ElEVA�TION GALE: NPRESENTATION ELEVATION ONLY (RE: IA5.01) DRAWING; INIDE/ A0.0I COVER SHEET AND DRAWING INDEX Ai.�l ARCHITECTURAL 51TE PLAN (GLURNOUSES) CLUBHOUSE -BUILDING 201 252.01 2A2.01 CAPANA -BUILDING GABANA -FOUNDATION CABANA -SLR. 2�D2 ¢FRAMING FLAN PLAN, ROOF PLAN, DR. 4 IUIN, SCNED, IP.�DI IM.01 IM.02 GI.U5NQUSE - GLU�WOUSE - CLUBHOUSE -FLOOR CI.UBN0U5E - BUILpfNG I FLOOR PLAN -PLUMBING 6 RI5�R5 _ _ PLAN - NYAC SCHEDULES, NOTES AND DETAILS � GLu5NOU5E - FOUNDATION PLAN 2A3.01 CABANA - REFLEGtEp CEIL'Cs PLAN $ i01L. ACCE59. IE01 CLUBHOUSE - F1.00R PLAN - LIGHTING 152,01 2A4.01 NOT USED 1E.02 GI,UBNDUSE -FLUOR PLAN - POWER 4 SYSTEMS 152.02 GLU8NOU5E -ROOF FRAMING PLAN 2A5.01 CABANA -EXTERIOR ELEYA710N9, BIJII,pING SECTION IA2,01 CLU5NOU5E -FLOOR PLAN 2A6.01 ?n� m? CABANA -WAIL SECTIONS r.dRdtJA _ uldl I s�rtinN�, a DFTAiI s POOL CABANA - BIIILpING 2 ����. oI hKI NOTES SYMBOLS KEY TITLE ROOM TARGET FIRST DIGIT REPRE$W5 FLOOR LEVEL. RanMAINW, DIGIT5 REPRESENTRCOM PM NUMBER 01 Ti fid1992 DOORS LABELED BY N"ER OF ° I9 DOOR 6YME30L FOLLOWED PY Ll�R5 IN ALPNABETICAI. MWENGE. a INOatU SYM� N. lleeREO DY TTPE$. 0 GRID LINE A, 6, C, ETC, IN M DIF2�Cj CtJ: 1, 2, 3, ETC, IN THE OTHER. g TAET LOCATION5 OFF MAIN GRID NOTED y A2, 41, ETC. TITLE DRJIJG. NO. -DRtW. TITLE N 8H T TIT _ ��{ xx SCALE v MAJOR BLDG, $ECTION ,U -DETAIL W. w x }4 �ICATE$ DIRECTICN OF E DETAIL GUT AND/OR LOCATION. .0 %4EET ON WNIC� DETAIL 15 DRAW PARTIAL $ECTION DETAIL REFERENCE x E PARTITION 6ECTION xx -PTtITION TTPE '•,.,.: x INTERIOR a x x ELEVATION _-DIRECTION x ECTION OF VIEW. a 6EN8RAL • NOTE NUMBER a ;.NOTE - - LOCATIGN CF NOTE APPLICATION. MHT ERlAL..:', ...NOTE MMKR � �< LOCATION OF IC�T •. WTE APPLICATION, •s 1 J Q a - a a 2 �1/9/98 E3IDDING I 6/29/9$ PERMIT Rev. Na Dale laeue Hietory IA3.01 CLU��OUSE REFLECTED CEILiNC� P R 2P.01 CABANA a FLOOR PLAN m FLUME3ING 4 R15ER5 - - IA4.0I _ CLU5NOU5E - ROOF PLAN COMMON S 4 A SHEETS 2M.01 - CABANA - FLOOR PLAN - NVAG 1A5.01 XT IOR ELEVAT10N5 CLUBPOU5E ER 52,02 COMMON (STRUCTURAL) DETAIL5 2E.01 CABANA - FLOOR PLAN a ELECTRICAL IA 02 5. CLUE3HOU5E - EXTERIOR ELEVATION5 52.03 COMMON (STRUCTURAL) DETAILS _ 1A(o.01 CLU5HOU5E 4 WALL 5ECTION5 A1.01 DOOR, WINDOW 4 M15CELLANEOU5 DETAILS E.00 COMMON MPE 5NEET5 ELECTRICAL 5CNEDULE5, NOTES, AND 5YM5OL6 IA6.02 CL � U NOU5E - WALL SECT ION5 4 DETAIL5 CLUE3HOU5E .. DOOR AND WINDOW 5CHEDULE5 IA1.01 P.02 PLUMBING SCWEDULE5, NOTES AND DETAILS 1A8,01 CLUBHOUSE TOILET ACCE55ORIE5, INTER_. ELEVATION5 _ 5P1 MPE 5PECIFICATION5 - 5P2 SP3 5P4 MPE 5PECIFICATION5 MPE 5PECIFICATION6 MPE 5PECIFICATION5 I 2 4 FUGLEBERG KGCH ARCHITECTS 07-tand o 2555 Temple Trail, Winter Pork, FI. 32789 (407) 629--0595 CITY OF SAHFO D FL AKE FA'FARTMENT5 RDFL Cf. MK6 MMUiUK _ Oita JUNE MaC Rol. 3643- COYE�R 5HEET -'.4 D 41NG -INDEX AO,01 sm COVER.DM M.OT 1 �: 12' =1' -01 LAT MOT: i it m a m � I L 0 a 0 E F CODE 5UMMARY APPLICABLE CODES: 01. STANDARD BUILDING CODE, IV EDITION 02.5TANDARD MECHANICAL CODE,1991 EDITION 03.9TANDARD PLUMBING CODE,1991 EDITION 04, NATIONAL ELECTRIC CODE,1991 EDITION 05. STANDARD GAS CODE ,19% EDITION 06. STANDARD FIRE PREVENTION COPE,1994 EDITION 01. NFPA 101, LIFE SAFETY CODE,1994 EDITION 08. F S.16023 (10), THE FAIR HOUSING ACT M. CITY OF SANFORD - LAND DEVELOPMENT REGULATIONS APARTMENTS: OCCUPANCY (CHAPTER 3) RESIDENTIAL - MULTIPLE DWELLINGS TENANT 5EPARATION (PER 1043 AND TABLE 104.1) BUILDING LIMITATIONS (CHAPTER 5) I. MAXIMUM HEGHT 2. MAXIMUM NO, OF 5TORIE$ 3, AREA: MULTI -STORY (PER FLOOR) H CONSTRUCTION TYPE (CHAPTER (o) AR04I7G1'IJRAL SITS PLAN L o T 27 GROUP R2 1 HOUR 50 FT. ALLOWED (453 ACTUAL) 3 STORIES ALLOWED (3 STORIE5 ACTUAL) 21,000 50. FT, ALLOWED (1$,243 5a FT. ACTUAL WOR5TCA5E) TYPE VI, I-HR PROTECTED, 6PRINKLERED N 0 T F I F T H P L A T T E D STREET (30' R/W) S M I T H C A N A L FIRE PROTECTION REQUIREMENTS (TABLE 600) TWO/THREE STORY I-HR PROTECTED 1. PARTY AND FIRE WALL6 N/A 2, INTERIOR BEARING WALL6 1 HR 3, INTERIOR NON -BEARING PARTITIONS (PER 102.2.2.4 AND 10233) NR 4. COLUMNS I HR 5, BEAMS, GRIDER6, TRU55E5 AND ARCHES I HR. 6. FLOOR/CEILING CON5TRUCTION I HR, 1. ROOFICEILING CONSTRUCTION I HR, S. EXTERIOR BEARING WALLS HORIZONTAL 5EPERATION: 0 TO 3 FT, I (091 OVER 3 FT, TO 10 FT. 0 (20%) OVER 10 FT, TO 20 FT. 0 (40ga) OVER 20 FT. TO 30 FT. 0 ((00%) OVER 30 FT. I (NL) 9. EXTERIOR NON -BEARING WALL$ HORIZONTAL 9EPERATION: 0 TO 3 FT. 1(0�) OVER. 3 FT, TO 10 FT, 0 (20�'0) OVER 10 FT, TO 20 FT, 0 (4050) OVER 20 FT. TO 30 FT. 0 (60?0) OVER 30 FT. I (NL) NOTE - NAiCNWCs INDICATES 3-510RY POR710N5 0F BUII.pING L Q F 28 CLOD HOU5E CABANA OCCUPANCY (CHAPTER 3) GROUP A2, SMALL A55EMBLY CONSTRUCTION TYPE (CHAPTER 6) TYPE VI, 'UNPROTECTED,; '5PRINKLEREP ALLOWABLE HGHT5. 4 BLDG. AREAS (TABLE 500) MAX. NO. STORIES: I MAX. AREA: 4,500 vQ. FT. INTERIOR FIN15H CLA6IFICATION (TABLE 803.3) GROUP A2, UN5PRINKLERED/UN5PRINKLERED: EXITS EXIT ACCESS OTHER SPACES FIRE5TOPPING DRAFT5TOPPING I-HR. PROTECTED.'.(cA.bAHA) ............. . A/B AIC B/C PER SECTION 1053 AND230I.1 PER SECTION 1052 AND 23052 10 f� �I h w GI UNIT 'A` 1 BDRM. / }BATH 12 651 6F. 46,612 6,F. UNIT "el" 1 BORM. / I PATH 20 134 5F. 14,680 S.F. UNIT 132" I BDR"!, f I BATH 20 835 5F, 16,100 5F. 2 SDRM. f 2 BATH 10& 994 5F. 101,352 5F. IT ' 2 BDRN, 2 BATH 2 / 19 1,0% S.F. 86,584 SF. NIT 'DI' 3 PDRM. f 2 BATH 40 1,269 5F. 50,160 5F. UNIT 3 P � /1D2, d BATH Y I , 40 1,351 $F. 54,280 5F, NOTES --BUILDING NUMBER 6j :BUILDING TYPE a U :l UNIT AND BUILDING 5UMMARY U C UNIT NO. OF UNIT TOTAL: TYPE UNITS A/C - 5F. AIC - 6.F, v a, Q y v O. 0 c E v N E D TOTAL: TOTAL: 319 31122$ 5F. C O .i c 0 NO. OF G.5F, PER TOTAL: BLDGIs BLDG. G,5.F. 0 v 2 S ri e 0 J r: TOTAL: TOTAL: 2 10 450,624 n v t O D PARKING: LQ IPR Units 112 x 2 : 224 5paces y E F C� ■01 BLDG. TYPE I N0. OF UNITS: 41 g Ist, FLR, I$243 a.F, 2nd, FLR. 1$,243 5F. 388,184 3rd. FLR. 12,031 SR TOTAL G,6R : 4U23 OLM TYPE II NO. OF UNITS: 26 2 let, FLR. 11,950 5F. 2nd. FLR, 11,�50 5R 3rd. FLR. 1,320 5F, 62,440 TOTAL G.5F.~: 3140 25R Units I80 x 2 : 360 Spaces 35R Units 80 x 2 160 6paces 144 spaces Required For Housing Units a o. U " 108 aces provided in Garages a Refer to Civil Engineering Plan For Parking Layout. r �c y V L U :C Q R u n I-- Z� 1 z 1 V9/9s BIDDING Rev. No Date Issue History FUGLEBERG KoCH ARCS- ITECI'S Orlando 2555 Femplo Croil, Winter Pork. FI. 32789 (40%) 629-0595 ea! .agar �e�anrdRilk. 'aI L #,1J , ii CITY OF SANFORD a. lUESTLAKE a ML,,K APARTMENT& `" SANFORD, FL ott^JUNE 1998 Roj.3643-m1 aRCNiEctuRaL 511'E PLAN AIM (CLUPN4U5E5) mma ME, 211A101 KOT WAF-- I?'-- C-0' LAST PLOT: _ i v 112 , - 5 3/4" I IA! NOTES "I I ig'--1 1/2" 21,-4 1/41 F--------------- —--.-..—_-------., I I 1 I I I � I I I 1 I { CIA 24'-011 f 1 I 52�2 5202 mr_ Lit: _ .J 12'.-0tt 24t-01, 12t-0a I I I f I I WF3 1 IF� ZF3 _.J UJF3 1 I I L.______ J Q W cam► C Eta �lvQi�C��+IA2.o��' __- ___ __ -_ _____- ______--_ _ _____--- -UJ2 L - v 1cil 1 4" C G 51,A ON GRADE I I WF2 I I . I REI UJ/ 6x6- lAxl.4 WUJF. I I ON MIL VAPO )~3ARIER L. �fi2...._ 1 i O COMPACTED I 1 l I �✓ I 7 EATED SUPER E. k I I � t� 1 __ _ ► I I I III 1 1 I i SLOPE �i I! i D Ir 6 _ d� GONC SLAB ON GRADE ------- �- ---__ ____ I II REIN'F LU/ 6x6-WI.4x1.4 W1Jr-. �v —t-- 11 i ON 6 MIL VAPOR BARIER ON ,,OMPAGTED- I TREATED SUBC�RADE. REF, FIN. FLR, ` L_ DENOTES lip° SAUJCUT I 1 WITHIN 8 HR5 OF POUR 1 lfi < LUF2 L_ __ __---_ - -- _ - -- —_— 01__J cI 29 E li ' ' I i I � •9 --_ 8'�.-1" _ I _ � �j �� � — _ _ _.. — _.._ — �k1 g`-3t �`- 1/2° �`--1 1/2' (o`-7 1/4tt I ' t 2 3/4" 3� - I UJFI I F ._- i� � F H IE ,I -11" Q0`-4" HQ ASSOCIATES, INC. STRUCTURAL/CIVIL ENGINEERING 990 LEWIS DRIVE (407) 71+0--51,44 ; WINTER PAM, Fi_ mm 32789 FAX (1,07) 140-7900 z 119I�� BIDDING 0 I 60/9a PERMIT Rev. No Date leeue History - I 3 i WF2 _ _?� _ __.__------1 �I 1s} I — _ WF____ I WF2 �0 � h _F'UGLEBERG KQCH ARCHITECTS 6202 ' -- � � i �� << � Drlando I 1 2555 Temple Trail, Yfinter Park, A. 32785 (407) 629-0595 L . WF3 _ — JA A K L V . L.. . o ff DA TION SCHEDUL. t I N �n 20`-Dtt CITY F SAWFORD FdUN�, -�tt , t t, l3 -1� 1 4 � _._._._ .MARK SIZE DEPTH REINFORCEMENT __--- 201-o" --- .--- --�--� .. it -lit /i r. r- , J J r-1 1'1 T!'II -- Igo' ARCH COL ------ 44 P05T W/ A5U44 1FOUNDATION PLAN 4 BASE S 1 5C,4L. E : 1/4' = 1' -- 0" c1 a.__5RT -- WEZO-)T L AKE APARI MENI 5 oe� JNE 1998 SANFORC?, FL fl,, ga-uaa__ CLUE3H0U5E e, v �, FOUNDATION PLAN ✓ i i I � ` NOTES C? A 1 1 0 f V J / I E -MTS12 2�MT5 .�G 15:"ID E R�.Q E r I r 6 �s HIO (TT -2x x y F N� N5 (TYP) -MT512 C�IRDI-R 2 -MT5 y X Ecv (( I I -2x 2 -2 _ -2x( -2x - F ( G H 2x(o NIP 1 2 S2 2x4 RAFTERS e 2 4" O.G. DORMER ROOF PLAN 2 42XI2 cc► X CIA 1 cv 2-2 & MT4112 DlAP'NRAGM NOTE 5/ " PL7WOO1 FASTEN W/ 8 NAIL. 4" O.G. I CUES, 12' O.G. IN THE FIELD O IE , WD TRU5vIF6 iD 24" O.C. I ' X rt l.I�! iF- V a V C a (, ;G OJa Ll w i l 24X12 2-2 RIDE 2 -�Xa DE I C { �� E E , Q�J �� I 2 2x { D6T i� A�X 2-13 XI{'/ LVL J vL -2x12 - X12 2-2 1 c'a '�r1, I pF OTF-5 2x4 TRUSS o ,T GNORD to Q" O.G. �� Ise, 4 F:RAMIN� v2 --- 02 SP,4ES E NOTE: "OOF FRAMINGPLAN 5XTFRj'c � UTALL 5k�,A HING SNALL f5E 1/2" EXT. GRAI,E PLYUJOOI�). ,4TTA10H TO 5TU-5, TOP S2 SCALE: 1/4" - 1`--0" PLATE 4 E30TTON F L A Tle, W1 8cl NrA l L S Q 6" O.G. Ejp)G 'S 4 e 12" D.G. w INT. 5UPPORT5. y N 0 .1 C I J E I pENOTE5 2x4 .- TrU55 1st 4 rRAMI C.: 5PAGEP i _ v 2x8_ 2-2 8 = a N �u C Q f r; .e I i, i CIL c. t a -2xi2 -i v (� c X u y :J. IDLE f. CTYF 2 0'3 � I \ HB ASSOCIATES, INC. 2 - 2 x8-- I I I i SrRUCTURAL(CIVIL ENGINEERING o -- —990 -- - - L>_wIS DRIVE (407) 740-5444 WINTER PARK, FLORIDA 52789 FAX (407) 740-7900 �1 U f-j CIA f" r— F �r-�y l — -- 2 1/9/98� 501)1% _� I 6/29/98 FIEWI7 Rev, No Date 1s5Ue Hialary C1 X cv n� `L 2 -' x12 2 2x12 - FuGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Ytlnter Park, FI, 72789 (407) 629-0595 I PLANS CITY OF SANFO D a 4V�;J 14� ��K � ".-- 5Ri --- N6 A� P A F,', � r M F7--- N T 5 �„ JUNE 1998 FILE, (rLUDCVJI jJU PLAT KALE. 14 =t 'V LAX FLOL LS. G At 10 �+i�, f'I IIR70?lnlir< �xnraaa. I%�_I�-�' i sa1�rn. � s I 1 I I - 4" X 4" GUTTER - TYP 1% MGH 2 1 I I t i ! ARAN64, MMN yA STi W1 SE META P. wl i2" � 1 WIDE PA LS 4 1" -2" HK H BA AM$ 4 NO Elks I EXH. VENT C WOMEN 2 NOTES GENERAL NOTES: A I. TYPICAL Roo SLOPE is 6/12. 2. PROVIDE DRAP715TOPPIZ MATERIAL C F NOT LESS THAN. a A. %z" GYMM WARD, � B.15/32" WOOD 5TKCTURAL PANEL, v C.'/z" PARTICAL BOARD, OR D. OTHER APPROVED MATERIAL ApEC,�,lATELY vi1PP0i<:TED DRAFTSTOFFING SHALL PE PROVIDED IN ATTIC SPAM V,1CH THAT HORIZONTAL AREAS DO NOT EXCEED 3010 S,F. a. i O n C v 0 U n c 0 .v N C O 4 a 4 rr, V 0 c, C 4 N v `v c D UC N a U 1 'S' 4 k+IjjI I{ I ham+ 7 , ^ v ti V U X yA' b I N v is 4" X 4" GUTTER - TYP. - ----4" X 4" GUTTER - TYP. AI1 � M •Z� _ _ y�4 C _ -G 3" DO)WOUT (P. S.) TYP, ENS PORCk ZL PARAPET COPING 1 1 ROOF FLAN 1 2 3 5 6 S 9 10 v C 0 0 p U L\ 2 1/M& BIDDING a I b/29/98 PEWIT Rov. No Dote 19sue History F'UGLEBERG KQCH ARCHITECTS Orlando 2555 Tomple Trail, Winter Park, Fl. 32789 (4.07) 629-0595 PLC WS RrEVIEHIP- D CITY OF SANFO D lUESTLAKE APARTMENTS SANFORD, FL Of. -MKS Cit. MU.iC °e- MIX "" DUNE 1998 cLueNouSE ROOF FL AN IA4,01 HLE- GLUB400116 mar%ALE., 12'--1'-0' LmiP.or; NOTES 21 41 ro u. al cm O ti 41 2 I/TW ADDING I b/29/98 PEWIT Ray. No Date Istwe Hiotary 0 FUGLEBERc, KoCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl, 52789 (40) 629-0595 'Vol D H-AdS ROM., cl"i'll OF SAPI]FORD W MK 5E5TLAKE aMIX APARTMENTS Ap. MUWYKI 5A*0RD, FL JUNE 1998 CLU5HOU5E EXTERIOR 1,45.01 EL.EVATIDNS FiE. CA55011M FLOTWALZ LMT KIT: 2 NOTES G A • .C� B CUPOLA SILL 23'-10" 6 �- -- .� �? METAL. FLASHIWj a' 131.01 -- - --, Q 4 COUNTER FLA5HINCs � TYR � CEILING I IN!~ 201011 • �Q c . TRUSS BRG. �� 15'-0" TRiJ55 tSRfa, ��-011 TRU55 aRG, I1,-m11 TK56 iSf�, TOP OF COLUMN -0i1 f' _ T R86TT�!"1. J taTfi�M. 4 ACCESS. GGE58. � �l OPEN TO i` 51GNAGE 51GNAGE El MAID , ❑a [][� Q - - �� JOINT -TYP, WATER TABLE 2t�It C FLOCR LINE 01,01 RA19EC1 'STUCCO' REF. EL. DOOR TRIM-TTYYR RIGHT-51DE ELEVATION, 1/4' - I'-0 NOTE: RE: SHEET A501 FOR TYPICAL MATERIALS AND DETAIL NOTI S. RE: 6HEET A4.01 FOR GUTTER l DMSPOUT LOCATIONS. TRU55 BPda. 1W _ TF4lSS BED. 2244" F 12 TYP. Q _ GEILI% LINE 204" Q - - - lS Y. 'STUCCO' - TYP. METAL FLASHING a � . TRU53 5%, ,1 COUNTER FLA5HING ` 15 -0 TRUSS OTtYa, 12' 0i1 TOP OF COLUd N w-o" M66 BRG. --�- -- - _ _ TOP OF COLUMN g -011 _ WATER TABLE 2'-0 FLOOR LINE 0' 011 REF.IrI.. � I' EFT 61DE H5 $CAL E: 1/4' : P-0 1 2 4 CA = am Q 1 6/29/98 P EMIT Rev. No poke isaue History FUGL.EBERCr KoCH ARCHITECTS Orlando 2555 Temple Trail, Winter park, Fl, 32789 (407) 629-0595 L ci y OF SP�� WE5ILAKE APARiMENi5 ANFOR SD� �� -- _ w MKS MU.K -"UK '— �UNE 1998 r„L 3643-01 c�u�NouS� EXTERIOR ELEVATIONS 145,02 10 FlLb GAB 02Dll, KQrKALE: 12';1'-�' !A8rPLOT; AI I 22'-8" TRU55 BEARING 204" I CEILING LINE STANDING SEAM METAL ROOFING ON 30ASPHALT IMPREGNATED FELT OVER ROOF SHEATHING (EXP.1) 51MP50N HURRICANE TIE EACH TRU55 (RE: 5TRUCT,) CONT. METAL EDGE FLA5WING—\ OVER I X 2 P. T. IUD. - GUTTER (WHERE NOTED)-- 10-0" TRUSS BEARING --- I X 6 CEDAR FACIA OVER 2 X 4 P, T, WD. HEADER CONTINUOUS VENTED METAL 59FIT 01-0" TOP OF COLUMN 3/4" 'STUCCO' (PAINTED) ON - METAL LATH OVER BUILDING WRAP OVER EXT. SHEATHING ON 2 X IUD, FRAMING 16,1 0. C. 10" 4, 'PER'1ACA6T' TUSCAN STYLE COLUMN — WRAPPED AROUND STRUCTURAL WOOD POST (RE: 5TRUCT.) 2'-0" T. 0. WATERTABLE / TOP OF Col. BASE — 3/4 'STUCCO` (PAINTED) ON �- —T--� METAL LATH OVER BUILDING WRAP OVER EXT. 5HEATHII3 ON 2 X WD. FRAMING 6 V' 0. C. 01.0t1 ►_ FLOOR LINE REF. EL, GRADE (VARIES) I`-0 1/4' e STANDING SEAM METAL ROOFING ON 15 " ASPHALT IMPREGNATED FELT OVER ROOF SHEATHING (EXP,1) 6IMP60 HURRICANE TIE 9 EACH TRUSS (RE: 5TRUCT) CONT, METAL EDGE FLASWit-- OVER I X 2 P. T. WD. I X b CEDAR FACIA OVER 2 X 4 P. T, WD, HEADER _ VENTED METAL 50FIT RA15ED 'STUCCO' FRIEZE DETAIL METAL FLA5HING 8 COUNTER FLASHING ENGINEERED WOOD TRU55E5 is 24" 0, C. 12 6f � :v 1 1/4 314 13/ 1/4 3/4" 'STUCCO' (PAINTED) ON METAL LATH Ja OVER BUILDING WRAP OVER EXT. 5HEATHIf4 `J' BEAD, SEALANT 4 BACKER ROD JOINT ENGINEERED WOOD TRU55E5 ® 24" 0. C. {2 IM 013L. 2 X 6 PLATE 6' I X 6 R. T. BACKUP 2 X 4 5ETLUEEN BL ING -, CEILING SUSPENSION YSTEM 9/I6" COURT SYSTEM CEILING PANELS R = I9 BATT IN5UL. STANDING SEAM METAL ROOFING ON 15 a ASPHALT IMPREGNATED FELT OVER ROOF 5HEATHIN6 (EXP,1) 51MP50N HURRICANE TIE A EACH -µ — TRU55 (RE: 5TRUCT,) CONT. METAL EDGE FLA51-1ING OVER I X 2 P, T. WD. - GUTTER (WHERE NOTED) TRU55 HANGER ATTACHED TO LEDGER ( RE: 6TRUCTa 10'-011 TRn5 BEARING- I X6 CEDAR FACIA OVER2 X 4 P, T. WD, HEADER �L CONTINUOUS VENTED METAL SOFFIT — - 0'-0" TOP OF COLUMN CONT. 'V' DRIP CUT INTO 'STUCCO' --- T4 G COURT WALL ON 2 X $ WOOD 3i4" 'STUCCO' (PAINTED) ON STUDS D I2 D. C.: METAL LATH OVER BUILDING 11/6" FRONT WALL WRAP OVER EXT. SHEATHING ya" SIDE a REAR WALLS ON 2 X IUD, FRAMING 16" 0. C. I I 1/2„ W X 3/4" D. REVEAL JOINT - TYP. 2 X S 1/8 -POINT BLOCKING II � I 10" PERMACA5T TU5CAN STYLE COLUMN — 45" SLOPED TOP WRAPPED AROUND STRUCTURAL WOOD P05T WATERTA15LE (RE: 5TRUCT.) III 2 X 0 P.T, SILL PLATE W/ 1/211 0 (6 x HARDWOOD FLOORING SYSTEM ON X 2 ) ANCHOR BOLTS & 2'-0" O.C.2 X 3 P.T. SLEEPERS W/ RUBBER 2`.011 BOTTOM OF REVEAL/TOP OF COL. BASE 51MP50N 6P6 STUD PLATE PADS OVER RECE55ED 5LA8 OF / METAL LATH OVER BUILDING 4' ( I CONNECTOR Q EACH STUD 4" REINFORCED MC, SLAP ON- — 'STUCCO' (PAINTED) D I I PLASTER WEEP SCREED � VAPOR RETARDER OVER CLEAN, ME WRAP OVER EXT. SHEATHING WELL COMPACTED P0160NED FILL �NI ON 2 X IUD_ FRAMING 6 16" 0. C. 4" REINFORCED CONIC. SLAB NI 3/411 CHAMPHERED 5LA5 EDGE g' I I (6LOPE5 1/6"/FT, AWAY FROM BLDG.) '4 & p 0fC-011 FLOOR LINE •4 d 4 o REF. EL. GRADE (VARIES) a a °° rV rn— COLUMN PAD (RE: 5TRUCT.) \---TURNED DOWN SLAB EDGE TURNED DOUN $LAB EDGE FTG. WI 2 - 15 CONT. (RE: STRUCT.) CI�,T I101�, �IACQ�IET�IA 1 �FO�C�H( 11 H 3 SCALE: 3/4° 1'-01/4' ENGINEERED WOOD TnU $E5 Q 24" 0, C. 12 6 1/4' `-- 3/4" 'STUCCO' (PAINTED) ON METAL LATH - OVER BUILDING WRAP OVER EXT. SHEATHING — 'J' BEAD, SEALANT 4 BACKER ROD V JOINT P. T. 2 x BE ' EN BLOCKING - ATTA TO ATE W/ 16d NAILS GYP, BD, CLG, ATTACHED TO BOTTOM GPM OF TRUSS W/ 5d COOLER NAILS fo III O.C. DBL, 2 X 4 TOP PLATE GYPSUM BOARD ON 2 X 4 WOOD 5705 0 16" 0. C, (INSULATION WHERE NOTED - RE: 142,01) 2 X 4 MID -POINT BLOCKING III 1%'r W, X 3i41 j D, REVEAL JOINT I I 2X4P.T.NLLPLATE W/1/2"41(6x — - --X 2 ) ANCHOR BOLTS Q 2'-0" O.C. �_ .SCHEDULED WALL 4 FLOOR FINISH - — �51MP50N 5P6 STUD PLATE /4' I I CONNECTOR 9 EACH STUD 4" REINFORCED CONG, SLAB ON — 75 I I PLASTER WEEP SCREED VAPOR RETARDER OVER CLEAN, \ WELL COMPACTED P016ONED FIL Ill `_ \ 4" REINFORCED CONC. SLAB SCHEDULED BASE (5LOPE5 i$"/FT. AWAY FROM BLDG,) 44 (..4 �. a III II1E IMIMIII STRUCT COLUMN PAD (I2E .) — - _= l 1 ICI I ll I I —I I Imo! 1 Il i I lIII1I ; 111;_:�I1l1111III„IIT_I„1111;f111I►;,I TURNED DotVl`I SLAB EDGE TURNED DPLIN SLAB EDGE FTG. W/ 2 - $5 CONT, (RE: 5TRIJCT,) Ha WAL SECTION � 51DE PORCH (2) SCALD: 3/4" . I'.@- X)NOTE: DETAILS IND BE TYPICAL, 1 2 3 4 5 (0 `1 13 0 NOTES 0 ■ F ■ 2 �1/`J/`30 BIDDING 02g/90 PERMIT Rev, No pate Issue History 7 FIUGLEBERG KoCH ARCHITECTS G Orlando 2555 Temple Troll, Hinter Pork, FI. 32799 (407) 629-0595 clI'aI F _k.i-1 WE F L AKENQ APARTMEN MWK JJrI�FQp,LJK 3 CLUBHOUSE WALL 5ECTION5 IA6,01 0 G E L �H STANDING 5EAM METAL ROOFING ON 15 0 ASPHALT IMPREGNATED FELT DYER ROOF SHEATHING (EXP.1) MAINTAIN 3" CONT. CLEARANCE FOR AIR FLOW - 51MP50N HURRICANE TIE Q EACH TRU55 (RE: 5TRUCT.) CONT, METAL EDGE FLASHING- OYER I X 2 P, T. IUD, 10' 0" TRUSS BEARING 2 X 6 CEDAR FACIA OVER 2 X 4 P. T. WD, HEADER CONTINUOUS VENTED METAL SOFFIT 8'-Oil WINDOW HEAD HEIGHT (RE: B5 ! A101 FOR DETAIL) 3/4" 'STUCCO' (PAINTED) ON - METAL LATH OVER BUILDING WRAP OYER EXT. SHEATHING 11/2" W. X 34" D. REVEAL JOINT -- 2 X 4 P.T. SILL PLATE W1 Ji2" � (6 x X 2 ) ANCHOR BOLTS 9 24" O.C. 2'-0" BOTTOM OF REVEAL SIMPSON 6P6 STUD PLATE —�— CONNECTORS EACH STUD PLASTER WEEP SCREED FLOOR LINE GRADE (VARIB) O'-0ll _ REF. EL. 1/2' \,�x 4 BETI1"BKIIJCa - ACIP4,T0 PL E W 6d NAILS 6"O.C. GYP, BD. CLG. ATTACHED TO BOTTOM CHORD 6' OF TRUSS W15d COOLER NAILS 1" O.C. DBL. 2 X 4 PLATE X 6 P. T, BACKUP R = 19 BATT INSULATION R = 11 BATT INSULATION GYPSUM BOARD ON 2 X 4 WOE) STUDS a lb" 0. C. 2 X 4 MID -POINT BLOCKING SCHEDULED WALL 4 FLOOR FINISH 4" REINFORCED CONC, SLAB ON --- - VAPOR RETARDER OYER CLEAN, `i WELL COMPACTED POISONED FILL CIA SCHEDULED BASE !--•-=1 I I--�1 I I--�1 I f-=1 f l-=1 ! !� TURNED DOWN SLAB EDGE FTG. W12 • 05 CONT. (RE: 5TRUCT.) H3 '1WALL SECTION � FRONT WA 1/2" COVE MOLDING D-BACK I X 6 SAND MOLDING f3(0OIU�I MO STANDING SEAM METAL ROOFING ON 15 ASPHALT IMPREGNATED FELT OVER ROOF SHEATHING (EXP,1) 51MP60N HURRICANE TIE 10 EACH TRJ55 (RE: STRUCT,) CONT, METAL EDGE FLASHI - OVER I X 2 P, T. IUD. 1 X 6 CEDAR FACIA OVER �- 2 X 4 P. T. WD. HEADER il'•O" TRUa5 BEARING HGT 10'-C" TRAN50M HGT = CONTINUOUS VENTED METAL SOFFIT 8'-0" TOP OF COLUMN DOOR HEIGHT -- — '/4" 'STUCCO' (PAINTED) ON - METAL LATH OVER BUILDING WRAP OVER EXT. SHEATHING ON 2 X WD. FRAMING v 16" 0. C, DRIP CUT INTO 'STUCCO' — 10" 0 'PERMACAST' TUSCAN STYLE COLUMN 1'•6" COL, BASE HEIGHT 0'-0<< FLOOR LINE REF. EL. GRADE (VARIES) 1' -0 1/4' 3 1'-1 3/41 ENGINEERED WOD TRU56E5 24" 0. C. �D BEAM I R = I� GATT INSULATION TF�i ff't DBL, 2 X 4 WOOD ATE - —� ATTACHED TO BOTTOM CHORD OF 'STUCCO' DOOR TRIM 1/2" GYPSUM BOARD CEILING BACKER ROD 4 C.EALANT TRU55 W15d COOLER NAILS a l" O.C. 'J' BEAD, SEAL N r 4 BACKER BUILT-1JP CRM MOLD (e GREATRM. 4 FOYER ONLY) ROD s Vs JOIN"(RE: DET, B6 / IA(o.02) SEGMENTED AR �I X 4 WOOD DOOR CA51NG W/ BACK BAND - 2 X 4 WOOD PLATE. ON HEADER (RE: SIRUCT. - DEADER SCHED.) TRAN50M UNIT RE: DOOR SCHED. --- — DOOR - RE: DOOR SCHED, 6" HIGH WOOD BASE 4 SHOE - GREATRM. 4 FOYER ONLY A, D. A, COMPLIANT (1/2" HIGH MAX,) METAL THRESHOLD (RE: F3/4,1.01) SCHEDULED WALL 4 FLOOR FIN15H 4" REINFORCED CONC, SLAB ON----- /4" GWAMPHER SLAB EDGE VAPOR RETARDER OVER CLEAN, WELL COMPACTED P015ONED FILL 'ft* 4" REINFORCED COW;. SLAB (SLOPES 1/8"/FT, A FROM BLDG,) �. --- - 9. J_ (RE: IA2.01) -------------- _.___� � � �► I i.� :: �� .. � Q'� � � • ' I ICI (i—((I—I 1 I =�-.f 1 I=111={ I I-�—I I I �I 11-=�I I I 6 _ COLUMN PAD (RE: 5TRUCT,) �, I l l (IT I--1 11=— l I ICI 11=1 11=1 11= I I ll I I =1 I If I Imo! I i I -•--- TURNED DOWN SLAB TURNED DOWN SLAB EDGE FTG, EDGE W/ I - 15 W/ 2 - 15 CONT. (RE: 5TRUCT.) EXPANSION JOINT MATERIAL ',� UJAI.L 5�Crt14N � �a SGALE: 3!4' : I'•0 . 4 VERANDA NOTE: DETAILS 6E T'0:5'1( r� G D E F ■ is NOTES f a a 2 1/9/98 BIDDING -- I 6/29/98 _ PERMIT Rev. No Dote Issue History FuGZ,EBERG KoCH ARCHITECTS, Orlando 2555 Temple Trail, Winter Park, A. 32799 _ - (407) 629-0595 OF S1AHj`.VZD uJESrLAKE a MKS a, MUK APARTMENTS Date� �998 SANFORD, FL „o, 3643-01 cLueNouSE WALL &ECTION6 lA&.02 � DETAILS 11 2 3 4 ALE, CLUB602.DWa PI.QT r-AEI 12 n _ 1'-0r LMT FLOTI 0 E F G H SIZE (W X H) TYPE MAT , FINISH HD. HGT. DET. (A7.01) REMARKS A 6'-0" X 61-011FIXED ALUM. FACT FAINT V •-0" A F.F. 55 / D5 / F5 B 110'-�," X �`-0" S. N. ALUM, FACT PAINT A.F.F. B5 / 05 / F5 C 2'-(o" X 4'-8" S. N. ALUM, FACT FAINT 8'-ID" A.F.F. 55 /. D5 / F5 D 5'-a" X 4'-0" FIXED LUOOD FIELD FAINT A.F.F. F-1 51M E 4`-�" X''-0" FIXED ALUM, FACT PAINT RE., A2-5.01 55 / 05 / F5 F 31- {3/411 X m`,m" FIXED ALUM, FACT FAINT RE: 42-50 55 / D5 1 F5 G 16'-111/2" X S'-O" FIXED GLA55 N/A V-0" A.F.F. BY COURT MPR, FULLY TEMP. 5AFTEY GLASS ABBREVIATIONS AF.F. - ABOVE FINISH FLOOR ALUM, -- ALUMINUM FACT PAINT y FACTORY PAINTED N/A/ NOT APPLICABLE 5. H. ; 5INGLE HUNG 55UNOTE., GLA55 SHALL BE 3/16" MIN, CLEAR FLOAT, UNLE55 OTHERW15E NOTED. ,�WINpOW SCHEDULE I � J 1 2 3 i A B C FULLY TEMP, GLASS FINS ETCHED GLA83 PER MANUF'S STANDARD DE51C�1 LIi 1.111 ►i►i �► I ff{f Ii�i Ih fl f ►ifi �ifff G DOOR 5CHEPUL,E 5YMBOL ED DOOR FRAME (RE. SHEET A1.01) RATING REMAR<5 TYPE WIDTH HEIGHT THICK MAT'L MAT'L HEAD JAMB THRESH TYPE 01 A 2-3-'0' 8'-0' 2 1/4' WOOD W00D Di D3 5IM F3 I - GLASS A5 NOTED 02 ^ F 3-10' 6'-$` 1 3/4' SCWD WOOD Hl SIM 131 - 2 _ 03 F 3'-0' 6'-8` 13/4' SCWD WOOD B6IM BI 2 3i,-C SOUND RATED ASSEMBLY 04 -OS F 2_-3'-0' 6'-$' 1-3/4' HCWD WOOD FI DI - 2 _ F 3'-0' 6'-8' 13/4' HCWD WOOD FI DI 3 06 F Y-O' 6'-8' 13/4' HCWD WOOD FI DI - 3 - 0`i D 3'-0' $'-O' 2 1/4' WOOD W06D BE D3 F3 I - TEMPERED GLASS 0$ F 3'-0' 6'-$' 13/4' HM WOOD -WOOD B3 03 F3 1 - - 09 F Y-0' 6'-a' 13/4' NM 83 D3 F3 _ - '- 10 F Y-0' 6'-8' 13/4 HM WOOD B3 D3 F3 11 C 51M 3'-01. 6'-8' 13/4 HCWD WOOD DI FI / H 4 - - - 12 E 2-3'-0' 6'-$' 13/4' WOOD WOOD DI F) - 6 - TEMPERED GLASS 13 H 3'-0' 6'-8' 13/4' HCWD WOOD Dl FI r F-I - 4 14 F 3`.0' 6'-6' 13/4' 5CWD WOOD 5151M E31 - 2 3/4-C SOUND RATED A55EMBLY 15 F 3'-0' 6'-8` 13/4' HCWD WOOD DI F► 16 C 51M 3'-0' 8'-0' 2 1/4` WOOD WOOD 53 3o 5I F3 1 - TEMPERED GLASS 11 C 3'-0' 8'-0' 2 1/4' WOOD WOOD DI FI r F1 - 4 - 6LA55 IS C _3'.0" 8'-0` 2 1/4' WOOD WOOD 53 3/F1 Sim F3 I - _TEMPERED TEMPERED GLA55 I9 G 3'-0' 6'-8' 13/4' IN5WD WOOD 53 SIM D3 SIM H3 5 y - %" FULLY TEMP. SAFTEY GLA55 20 B 2-3-'0.' 54' 2 1/4' WOOD WOD Di 03 5IM F3 1 - GLA55 AS NOTED 21 B 51M. 2-3-'0' 8'-0' 13/4' WOOD WOOD Di D3 SIM - N/A - FIXED DOOR PANELS, GLA55 AS NOTED 22 F 3-'0' 6'-8' 13/4' WOOD WOOD ItSXkY1 I IUNS HCWD - HOLLOW CORE WOOL) 5CWD - 50L ID CORE WOOD IN$X - MULATED WOOD HM - FOLLOW METAL DOOR �E�) ULE NOTES 1. ALL DOOR AND DOOR FRAME FIN15HE5 TO BE DETERMINED BY OWNER 2.3/4 HR. 'C' LABELED DOOR$ SHALL HAVE CLOSERS, 3. GLA55 THICKNE55' Ifa", U.O.N. GROUP l GROUP 4 GROUP I AUTOMATIC CL05ER OFFICE FUNCTION PU5H/PULL ENTRANCE FUNCTION GROUP 5 CYLINDER d THUMBTURN METAL THRESHOLD METAL TwRE6f 0LD WEATHER SEAL DOOR 5URROUND FLUSH MORTISE PULL WEATHER 5EAL DOOR SURROUND GROUP 2 CYLINDER LOCK W/ KEY ENTRY STORAGE FUNCTION GROUP 6 SOUND SEAL (WHERE NOTED) PU5H/PULL GROUP 3 CYLINDER. 4 THUMBTURN PRIVACY FUNCTION NOTE, ALL HARDWARE GROUPS TO BE DETERMINED BY OWNERS REPRESENTATIVE WITH EXCEPTION OF MINIMUM HARDWARE REQUIREMENTS MANDATED BY CODE AND A5 STATED ABOVE - ALL LATCH AND LOCK MECHAN15M5 TO BE MORTI5ED, PAIRS OF DOOR $WALL, HAVE LATCH BOLT$, HARDWARE GROUPS FLOAT- GLAS5 TRANSC FULL TE1 GLA55 AMAGAL AT FIXED COtNDITION$ fY 117 IP, t tt \ t \ \\ c0 \ \ t t t t \ \ \ t 51DELITE TSIDELITE1 0,,64 Cy E F G RAISED PANELS, EMW3 ED PANELS FOR W, OR APPLIED f ANEL$ FOR FIDE -RATED DOORS, [)OCR 4 FRAME 7YFE& 4 5 (0 ~1 g 11-6" >a SIM, V-4 I/2r 10 C c E F G NOTES GENERAL NOTES: I i F T t Z Q 2 1/9/98 PI6DI6 I 6/29/98� PERMIT Rev. No pate IssueHistory FUGLEBERG KoCH ARCHHECTS OTT a7cda 2555 Temple Trail, Vinte)r Park, Fl. 32769 (407) 529--0595 CITY vau u uJESiLAKE a MSS �, MIIK APARTMENTS MWK SANFORD, FL Otte DUNE 1998 _ roi 3643-01 CLUBHOUSE DOOR 4 WINDOW 141,01 5CNEpULE/T'fPE5 FILE: CLUB 101,DWG PLOr6CN-E, 12'=V-0' LAST PLO: A P El F 1 Cx TOILET ROOM ACCE550RIE5 5CHEI)LI E C� QUANT NUMBER EQUIPMENT MOUNT EXIST /NEW WE CONDITION REMARKS WIDTH DEPTH HEIGHT 4 1A_ GRAB PAR WL _ NEW 42" 11/` " DIAM 33" TO 36" OPCI 4 15 GRAB BAR WL NEW 36" 1'� " DIAM 33" TO 36" OPCI 0 2A NOT USED TP I oPCI MULTIRQLL 4 25 TOILET TIME DI6PEN5ER - SURFACE WL NEW OPCI MULTI -ROLL 0 3A NOT U5ED TP NEW OKI 2 35 SANITARY NAFYIN DISP05AL - SURFACE 4 NEW � OPCI 5 4 PA) ER IOWEI DISPENSER WL NEW OPCI I 5A MIRROR_ WL NEW 4, " - 3h" OKI 4 5B Mlf�ROR - ACCESSIBLE ADJUSTABLE TILT WL NEW �6" OPC;I 5 6 50AP D15PE 6ER WL NEW OPCI 4 4 S FOLD -DOWN BABY CLANGING STATION COAT HOOK WL TP/WL NEW NEW 321, 4'/2"lfV/4' 161�i" OPCI DPCI CLO$ED/OPEN P051TION - DIAPER DECK BY AICP 2 9 SANITA Y NAPKIN VENDOR - 6URFACE WL NEW OFCI 5CPDULE ASBREVAii ION& GPCI = CONTRACTOR PROVIDED CONTRACTOR INSTALL OP01 : OWER PROVIDED OWNER INSTALLED OPCR = BIER PROVIDED CONTRACTOR ROUGH -IN VPVI -- VENDOR E ROVIDED VENDOR INSTALL 65 = 6TAINLE55 6tEEL FL = FLOOR MOUNTED CL- = CEILING MOUNTED WL WALL MOUNTED EQ = EQUIPMENT MOUNTED CT COUNTER TOP TP = TOILET PARTITION FINISH FACE 77,CtNTER LM ------ _ RP �GRAB BAR WC X. M n O I39X UJALI. 610I WALL TOILET TftE SANITARY NAPKIN GM 13AR 605 BAR 0I6PEN5ER 016"AL 01 • F OF UNIT 81NK R.OQR L DIAPER CFIA 6WI H�PD SOAP STATION MIRROR DISPENSED 1 5�50,RIE�5M�OL�NTI%Hl 'OILET IF2LIE )I6P. HANDICAPPED TOILET TI$WE DI$P tSER PAPER TOWEL WARY DISp'ENSER NAPKIN vEtOOR ;HT5/ELE\/ATION$ PL.uMP>ING WALL SINK 511)E VIEW lU. C, WE VIEW rT1'PIG,4L. MEN`6 REFROOM -INTERIOR ELEVATION5 MO GRA5 5AR W.G. " PLUMQINC, UJALI. (""HI CERAMIC WALL a o \ f SANITARY DIAPER CHANGING YE � R STATION DEr7P: 5INK 51DE VIEW W, C. 5DIE VIEW NAPKIN / CHANGING Ir"X5 REFROOM - INTERIOR ELEVATION5 I TILE - TY , GRA5 BAR SAN. NAP. W TOILET DI9P 5. 'L•1+11 CERAMIC WALL DIAPER CHAN651N4 STATION GPANGING 4 TOILET COMPARTMENT 5PECIFIGATION DESIGNER SERIES 1040 BY BOPRICK (OR EQI AL), 50LID PHENOLIC PANELS, STALL GON5TRUCTION. FLOOR AND CEILING ANCHORED. COMMERCIAL a.$, HARDWARE. PHENOLIC COLOR BY OWNEP, FILE DR NORTH COMPUTEH 1411 BULKHEAD 1 1 1 1 I 1 1 1 1 1 l 1 l i 1 1 1 1 1 KITCHEN t � 1 1 t i 1 1 i 1 1 1 l 1 1 l t - 0 '110 1--- 1 1 1 �l 1 t t 1 1 I 1 1 t I ' t � t 1 � M a r ■ a r ;- r------ IA a r I a ' r t r t I ��IIM1rr�IrtMrwrrgwa�r*�Illw�rwuwr ""�"'r�r'*wws� R �1A - ■ -- 5 all -- a■ y - M ■■ 1 C4 1 � 1 ' a , � 1 ■ t MINI'��` TOILET ACCESSORIES PLAN KETWAW KNEE 6PACE k" s rpgi R ROOM -INTERIOR ELEVATIONS CPA iE OpENI I � M l j12� 1 '-V'- LLFILLER FILLER 34- 3'4 U2' WE5 I 5OUTN HLUH 0 IA IC I E I100 IEI F o'rES I GENERAL NOTES, 2 i 6/29/1 5 PERMIT Rev. No Date Issue History FUGLEBERG KoCH ARCHITECTS Orlando 2555 Temple TroO, Winter Park, R. 32789 (407) 629-0595 P LA wMi"Mmmin NNW lllE6iLQKE � "� C, MIUC APARTMENT5 ^� "IX- 04u JUNE 1998 SANFORD, FL c�u��ous� INTER. ELEVATION6 lAafl 4 TOILET AGCESS. w H> e= GAE3WI DWG PLOT 6CA t 12 `= I'-D' LMT rotor. L 2 3 4 5 6 1 8 9 lm NoTES A G c am HE NOTE: THIS SITE PLAN IS PROVIDED ONLY FOR THE INTENT AND PURPOSE OF INDICATING NODES AND PIPES LENGTHS REQUIRED FOR FIRE SPRINKLER HYDRAULIC CALCULATIONS, WATER SUPPLY AND FIRE TESTING. WATER DISTRIBUTION PIPING AND COMPONENTS INDICATED ON THIS SHEE_ SHALL BE PROVIDED UNDER CIVIL SCOPE OF WORK. � sir- -Firs FLOW TEST: PROVIDED BY PETE LOCATION : COASTLI DATE TAKEN 6/22/9 STATIC = 65 PSI RESIDUAL = 57 PSI FLOW = 1230 GPM tD Y. 6 A i I i CtION PLAN TUCKER OF CITY OF SANFORD NE DRIVE AT UPSALA ROAD 9 DATE PROVIDED : 6/22/99 DESIGN CRITERIA: 1) RESIDENTIAL : NFPA 13R, ONE HEAD WITH 14 GPM AT 21.8 PSI; AND 4 HEADS WITH 13.5 GPM AT 23 PSI, 324 SQ.FT. MAXIMUM HEAD SPACING AND 100 GPM HOSE ALLOWANCE. OCCUPANCIES HAVING CONDITIONS SIMILAR TO MULTIFAMILY APARTMENT UNITS. 2) THERE WILL BE NO AUTOMATIC SPRINKLER IN THE FOLLOWING AREAS, BASED ON NFPA-13R 2-6, EXCEPTIONS 1 THRU 4: BATHROOMS UNDER 55 SQ.FT.; CLOSETS UNDER 24 SQ.FT.; CRAWL, FLOOR, AND CEILING SPACES; ELEVATOR SHAFTS; AND ATTIC SPACES. 1W RESIDENTIAL SINGLE FIRE DEPARTMENT CONNECTION WITH 11h" BRASS PLUG AND PLATE W/ O LETTERING STATING "FDC" J I Q 0 x Q Z M _ U co = c) 00 I 4" 4" MIN MIN 1" 0 0 '.DRALIT_.._EL0.w_ o U 0 U N Q POUR CONCRETE PAD TO SUPPORT F. D. C. Z J = GALV � 3 m a, d INSTALL 1/2" BRASS BALL DRIP IN TO SYSTEM 1 W d aaBED OF CRUSHED STONE CPVC 1V2" "CENTRAL" F18 SOFT SEAT SWING CHECK VALVE 1 (CAST BRONZE) I N ACCORDANCE Vi X 1ti Ga 1 v. Red. Tee -Caps WITH ASTM-B62 TYPICAL BUILDING FDC DETAIL SCALE: N. T. S. NOTES: 1) ALL EXPOSED PIPING TO BE PAINTED RED BY THIS CONTRACTOR. 2) ALL UNDERGROUND STEEL PIPE SHALL BE COATED WITH A BITUMINOUS COATING AND WRAPPED. 3) VERIFY ACCEPTABLE FDC LOCATION WITH JOB SUPERINTENDENT AND LOCAL ' AHJ' . SITE MAIN N 2"GATE VALVE IN YARD BOX BY SITE CONTRACTOR 1 �z" CHECK "' "^ 1 1z" F. D. C U N lZ U I U �> N U 2" SERVICE LINE BY SITE CONTRACTOR POINT OF SERVICE WHERE THIS CONTRACTOR STARTS FEED TO BUILDING:SEE FLOOR PLANS FOR CONTINUATION POINT OF SERVICE DETAIL SCALE: N. T. S. ■ -- s■ 7■ an FL H PERMIT # PLANS, ly CITY ()f Ski FjNAL INSPEti�, ��j �LRUIRED Rev. I No I Date Apy Issue History 0 FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 V CONSU-TM �s ry 430 EAST SEMORAN SUITE 202 CASSaBEFFY,R_ 32707 PH:14W1834-79M JOB NUMBER 9M3 WE5ILAKE Ar- A PA RiMENiS Date 04/20'/9a S,NF3643-00 D� SITE FIRE PROTECTION F1.01 PLAN 3 4 10 I 1q FILE: 9593FI I Rm 5ME: 12' =1' —m' LAST P.m: 1 2 3 4 (0 7 8 9 lm L C D F G k MINIMUM BOLT OR LAG SCREW SIZING TABLE SIZE OF SIZE OF BOLT OR LENGTH OF LAG SCREW PIPE LAG SCREW USED WITH WOOD BEAMS 1-2„ „ 2 V2„ 2" —6"„ 3" WOOD BEAM` THRU—BOLT IN ACCORDANCE WITH NFPA TABLE ABOVE.--'__� LOCK WASHER J HEX NUT ALL THREAD ROD PIPE HANGER RING UL/FM APPROVED FIRE SPRINKLER PIPING NOTE: THE SIZE BOLT OR LAG ( COACH) ROD OR FLANGE ON THE SIDE OF THE BEAM SHALL NOT BE LESS THAN SPECIFIED IN THE TABLE ABOVE. WOOD HANGER DETAIL NTS SPRINKLER DROP PIPE TEE - --- -- SPRINKLER BRANCH LINE ISPRINKLER DROP PIPE \ 7 1� _"—SPRINKLER HEAD JOIST FINISHED CEILING OCCUPIED CONDITIONED SPACE PIPING INSULATION DETAIL SCALE: NTS TO SYSTEM OCENTRAL RESIDENTIAL RISER MANIFOLD WITH 11/2FLOW SWITCH, € 1/4" GAUGE, AND 1" DRAIN VALVE. I O 11h" WILKINS MODEL 950XLOSY DOUBLE CHECK VALVE ASSEMBLY GROOVED BUTTER BALL VALVE --,F.�wN„F,.wu ...................._........,,.� WITH TAMPER SWITCH. Og - 4 ( WIRED BY THE E. C. ) e 4O HYDRAULIC PLACARD AND 1 EMERGENCY/SERVICE a® � B B I INFORMATION. B B £ i TRANSITION FROM 2" TO 1 lxz" . B g O B { 3 P I O 1" CPVC FEMALE ,"ADAPTER. B g � O7 OUT WALL 1" CPVC WITH 1" CPVC 45' WITH 1 x ;/z" MALE ADAPTER B g WITH 4/6" ORIFICE SAWN SPRINKLER. g a 2 ' (INSPECTOR'S TEST IN ACCORDANCE WITH NFPA 13R. ) 5 3 g 6 O SPARE HEAD CABINET B WITH HEAD WRENCHES. <9> 48"HIGH x 18" WIDE ACCESS DOOR, COLOR TO MATCH EXTERIOR FINISH WALL 1 7 —0 STUD— I 10 TO FDC I VV' CPVC TO SUPPLY 2" CPVC TYPICAL BUILDING RISER SCALE: NTS BOTTOM OF WOOD JOIST —1 d ,r•� ��� </p "� d�� •".,r ✓per ✓'pip d.fi�� •/,,, ✓' v d d "•d „'^✓ ddd °mod �°d d'r°•°',f pj°•.^' pd°'"'"• °�p'Ofd "'•✓" �'f � d d�� p�� pd�� dp�� d��� d �� d p�� pdw dd�� ✓ �+' d •`mod ✓" �y d'i'�� '�a'� pol� ''Fdd� .P d"� pd,t"� '�d�'d,✓' nr y"' p d d p d d ✓ d " p p �, ''°�✓p�."` d �d."pdp "~✓"pd, ddd p�'�d d�°p�"pdp ,•"'per dd�� ,'�, ddd� pd�� dd� d pd� dpd °�"'� d'p `gip ✓,/,� "'•a'p� �" � ^`'.dw ddp� ddP� dd ''dam pd�� °'°p p CPVC FIRE SPRINKLER LINE (3/4" — 2") #12x 11/4" HARDENED HEX HEAD SELF TOLCO #23 THREADING SCREW PIPE STRAP 2x4 WOOD STUD #12x1V4"HARDENED HEX HEAD SELF ad, THREADING SCREW d dd "'Ad„✓ .f p CPVC FIRE SPRINKLER 'p p,•,, p dd.. LINE ( 3/4" — 2") Pp�� per• TOLCO #22 PIPE STRAP TOLCO #24 PIPE STRAP CPVC FIRE SPRINKLER LINE ( 3/4" — 2") 2x4 WOOD STUD #12x 1 V4" HARDENED HEX HEAD SELF THREADING SCREW TYPICAL PIPE HANGER DETAILS SCALE: NTS HANGER SPACING FOR CPVC PIPING NOMINAL PIPE SIZE MAX SPACING INCHES FEET 3/4" 5&i 1" 6 1 V4" 6Vi 1 Ihn 7 2" 8 2 V'z" 9 3" 10 ----DROP NIPPLE ,-REDUCER ESCUTCHEON �� \— CEILING SPRINKLER "'—PENDENT DEFLECTOR RECESSED TYPE ESCUTCHEON SCALE: N. T. S. GENERAL NOTES A. ALL DESIGN, INSTALLATION AND MATERIALS SHALL MEET THE LATEST EDITIONS OF NFPA CODES AND ALL RELATED CODES UTILIZED BY THE AUTHORITY HAVING JURISDICTION. B.NOTIFY THE ARCHITECT AND ENGINEER OF ANY CHANGES IN THE CONTRACT DOCUMENTS THAT MAY BE REQUIRED IN ORDER TO MEET CODE, PRIOR TO BID. C.000RDINATE WITH OTHER EXISTING AND NEW WORK (INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL) FOR AVAILABLE SPACE AND INSTALLATION REQUIREMENTS, PRIOR TO COMMENCING CONSTRUCTION. NOTIFY THE ARCHITECT AND ENGINEER OF ANY CHANGES IN THE CONTRACT DOCUMENTS THAT MAY BE REQUIRED FOR THE WORK TO BE PERFORMED. D.FIELD CONDITIONS: THE CONTRACT DOCUMENTS INDICATE THE DESIGN INTENT USING AVAILABLE INFORMATION. THE CONTRACTOR IS TO ADVISE THE ARCHITECT AND ENGINEER IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN. ALSO ADVISE THE ARCHITECT AND ENGINEER IF CODE OR SAFETY CONFLICTS EXIST. THE CONTRACTOR IS REQUIRED TO VISIT THE SITE (PRIOR TO THE BID) TO BECOME FAMILIAR WITH CONDITION AND INSTALLATION DETAILS THAT WILL AFFECT HIS WORK. CHANGES IN THE CONTRACT SUM AT CONTRACT TIME WILL NOT BE ALLOWED FOR FAILURE TO INVESTIGATE FIELD CONDITIONS. E. SHOP DRAWINGS SHALL BE CADD DETAILED INSTALLATION/COORDINATION DRAWINGS IN ACCORDANCE WITH NFPA-13, CHAPTER 6. THEY SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR THEIR REVIEW AND COMMENT PRIOR TO STARTING WORK. F ALL CONTROL VALVES SHALL HAVE TAMPER SWITCHES. OPERATION OF VALVE WILL NOT AFFECT THE OPERATION OF SPRINKLER FLOW SWITCH. G.FLOW SWITCHES SHALL BE CONNECTED TO FIRE ALARM SYSTEM AS AN AUTOMATIC INDICATING DEVICE. H.ALTHOUGH NOT SHOWN, ALL PIPING TO BE SUPPORTED FROM BUILDING STRUCTURE, IN ACCORDANCE WITH THE LATEST EDITION NFPA-13 STANDARDS. I. ALL ELECTRICAL, CONTROL, AND OR ALARM SYSTEM WIRING TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. J.SPRINKLER SYSTEMS SHALL BE PROVIDED WITH FLUSHING CONNECTIONS. K..SPRINKLER PIPING PASSING OVER ELECTRICAL PANELS OR SWITCH BOARDS SHALL HAVE A SHIELD INSTALLED OVER EQUIPMENT IN ACCORDANCE WITH NFPA-13, 4-5.10. L.FIELD VERIFY PIPE ROUTING AND ACTUAL LENGTHS OF PIPE PRIOR TO FABRICATION OR INSTALLATION. M.SPRINKLER HEADS SHALL BE IN ALIGNMENT WITH EACH OTHER FOR INDIVIDUAL AREA OF SIGHT. N..BEFORE ANY SPRINKLER PIPING IS CONCEALED, THE SPRINKLER CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION AND THE ARCHITECT 48 HOURS IN ADVANCE, SO THAT THEY MAY INSPECT THE SYSTEM PIPING FOR CONFORMANCE WITH CODE REQUIREMENTS. O.SPRINKLER CONTRACTOR TO PROVIDE : A) 200 PSI HYDROSTATIC TEST OF PIPING FOR 2 HRS. B) COPY OF MATERIAL AND TEST CERTIFICATE, WARRANTY AND INSTRUCTIONS TO THE OWNER. C HYDRAULIC PLACARD TO BE MOUNTED ON RISER. D) SPARE HEAD CABINET WITH SPRINKLERS AND HEAD WRENCH FOR EACH TYPE OF HEAD. E) PROVIDE (3) OPERATIONS AND MAINTENANCE MANUALS. F) PROVIDE A ONE YEAR SERVICE PLAN IN ADDITION TO WARRANTY. FIRE PROTECTION LEGEND ABOVE GROUND PIPING ----------------- UNDERGROUND PIPING C ELBOW DOWN TEE DOWN 0— ELBOW UP TEE UP IF— GROOVE CAP E NIPPLE AND CAP —AIM DIELECTRIC UNION AT DISSIMILAR MATERIALS F STANDPIPE PIPING ABOVE GROUND PENDENT — GRINNELL, F680., WHITE, QUICK RESPONSE, 155' , 3/8" ORIFICE, 3.0 " K" FACTOR. ® RISER/STANDPIPE LOCATION CONTROL VALVE WITH TAMPER SWITCH YARD POST INDICATOR VALVE WITH WEATHERPROOF TAMPER SWITCH CONTROL VALVE SWING CHECK VALVE 4<1 WAFER CHECK VALVE ALARM CHECK VALVE STRAINER TEST AND DRAIN VALVE FLOW SWITCH PRESSURE GAUGE WITH VALVE COCK o--I SINGLE FIRE DEPARTMENT CONNECTION 0-I ELECTRIC BELL ODRAWING REFERENCE NOTE — NUMBER ® HYDRAULIC CALCULATION NODE — NUMBER/LETTER ABV ABOVE FP FIRE PROTECTION AFF ABOVE FINISH FLOOR FPC FIRE PROTECTION CONTRACTOR AHJ AUTHORITY HAVING JURISDICTION FVC FIRE VALVE CABINET BOR BASE OF RISER GALV GALVANIZED CALC CALCULATION HYD HYDRAULIC CLG CEILING N/S NO AUTOMATIC SPRINKLERS CONT. CONTINUATION REQUIRED IN THIS SPACE DWG DRAWING PIV POST INDICATOR VALVE FC FLUSHING CONNECTION POS POINT OF SERVICE FDC FIRE DEPARTMENT CONNECTION TYP TYPICAL FF FINISH FLOOR UNO UNLESS NOTED OTHERWISE FH FIRE HYDRANT WPIV WALL POST INDICATOR VALVE FHV FIRE HOSE VALVE YPIV YARD POST INDICATOR VALVE 1 4 5 6 I 8 9 Im ICI CI u1 Fl N NOTES Rev. I No I Dote Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, tinter Park, FI. 32789 (407) 629-0595 V9 � cor��.n�EEIM 430 EAST SEM10% SUTTE 202 CASSELBERRY, FL 32707 PFk (407) 834-7900 JOB NUMBER 98293 W E 5 T L A K E APARTMENTS a Ap" 04/20/96 Date FIRE PROTECTION SCHEDULES AND IDETAIL5 Fb.ml FILE: 9593F(o l PLOT WALE: 12' =1' - 0' L A5T n_ar: 1 2 5 (0 NOTES F C G E F G MILDING TYr�: I - lot FLOOR - FIn �� NOTE: THIS PLAN IS SIMILAR TO SECOND FLOOR PLAN. E-I NOTE: REFER TO NOTE: REFER TO CORRESPONDING CORRESPONDING UNIT PLAN FOR UNIT PLAN FOR TYPICAL LAYOUT. TYPICAL LAYOUT. CiION PLAN `,JTE: REFER TO CORRESPONDING JNIT PLAN FOR TYPICAL LAYOUT. 40TE: REFER TO ;ORRESPONDING JNIT PLAN FOR -YPICAL LAYOUT. O1 2" UNDERGROUND WATER MAIN; POINT OF 4 CONNECTION IS 5'-0" OUTSIDE BUILDING. ' SEE SITE PLAN SHEET F1.01 FOR CONTINUATION. ,za O2" FIRE SPRINKLER RISER; SEE SHEET F6. 01 FOR DETAIL. <3>1V2" UNDERGROUND TO FIRE DEPARTMENT - CONNECTION, U A 1 8 �A %4 r :L sA 4 a C `S e ik �v S4 Y:a gtµ�f '3 Y� .a Ti >z c. xx :5 E Rev. I No I Date Issue History FUGLEBERG KOCH ARCHITECTS x Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 KAO ® CONSULM ENGWERS 4N EAST SEMOW SURE 202 CASSELBERRY, R- 32707 M (407)834-7900 JOB I WR. 9893 W E 5 T L A K E APARTMENTS 04/20/95 ,w=oao. FLORIDA 3643-00 BUILDING TYPE I FIRE PROTECTION F2.01 PLAN 6 8 9 10 3F21 PLOT 6CALE, 12' :: V -0" LA5T FLU: 4 5 6 -I S 9 10 NOTES E3 C D E G N Ann nkii v_ c1r-r- cli n-r-r rn ne....,,... _... (00) 11/4 UN TO 2ND FL H3 BUILDING NOTE: REFER TO CORRESPONDING UNIT PLAN FOR TYPICAL LAYOUT. NOTE: REFER TO CORRESPONDING UNIT PLAN FOR TYPICAL LAYOUT. NOTE: REFER TO NOTE: REFER TO CORRESPONDING CORRESPONDING GARAGE FOR GARAGE FOR TYPICAL LAYOUT. TYPICAL LAYOUT. MOST REMOTE AREA — 989314H THIS AREA IS DESIGNATED TO PROVIDE 10. 5 GPM AT 12. 3 PSI WITH 324 SQ. FT. COVERAGE PER SPRINKLER. DEMAND FOR THIS AREA IS 45.0 GPM AT 48. 3 PSI AT BASE OF RISER (REF. PT. BOR). MOST REMOTE AREA — 989311H THIS AREA IS DESIGNATED TO PROVIDE 14. 0 GPM AT 21. 8 PSI W I TH 324 SQ. FT. COVERAGE PER SPRINKLER. DEMAND FOR THIS AREA IS 14.0 GPM AT 39.0 PSI AT BASE OF RISER (REF. PT. BOR). I - 3rd FLOOR - FI GiION PLAN NOTE: REFER TO CORRESPONDING GARAGE FOR TYPICAL LAYOUT. NOTE: REFER TO CORRESPONDING UNIT PLAN FOR TYPICAL LAYOUT. ; SEE SHEET F2. 01 NOTE: REFER TO CORRESPONDING UNIT PLAN FOR TYPICAL LAYOUT. NOTE: REFER TO CORRESPONDING UNIT PLAN FOR TYPICAL LAYOUT. O v U = E1 © [- Rev. I No I Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple grail, Winter Park, A. 32789 (407) 629-0595 (17 �TT1VG ENGINEERS 0 EAST SEMUM Surf 202 CASSELW-W R- 32707 PH: 14071834 MO 10rJOB NLU ER 9893 WESiLAKE APARTMENTS ck Date 04/20/98 BUILDING TYPE I 3rd FLR -FIRE 9ROTECTION PLAN F2.02 1 2 3 4 6 1 S 9 10 FILE. 9893F22 PLoT ecALE: 12' z V -(0" LAST PLOT - T U I1V Q 5 C D G H NOTE: REFER TO NOTE: REFER TO CORRESPONDING CORRESPONDING UNIT PLAN FOR UNIT PLAN FOR TVn T/'AI I AVf%1 IT -r. I — .. i .11-1 — DH6 BUILDING TYPE II - let FLOOR - Fl 3/32' - 1'-m" NOTE: THIS PLAN IS SIMILAR TO SECOND FLOOR PLAN. C110N PLAN m r C, U p H NOTES O2" UNDERGROUND WATER MAIN; POINT OF CONNECTION IS 5'-0" OUTSIDE BUILDING. SEE SITE PLAN SHEET F1.01 FOR CONTINUATION. O2" FIRE SPRINKLER RISER; SEE SHEET F6. 01 FOR DETAIL. O3 1VV" UNDERGROUND TO FIRE DEPARTMENT CONNECTION. Z\ Z\ A Rev. No Date Issue History I Am F'UGLEBERG Kom ARCHITECTS Orlando 2555 Temple Frail, Winter Park, A. 32789 (407) 529-0595 LM ENMEERs - 40 EAT SEMOW SWE 202 � ASE19EAY, FL 32707 PH 14071834-79001/hl, rlp�c �S JOB NUMBER 9893 W E 5 T L A K E APARTMENTS Date 04/20/95 BUILDING TYPE II FIRE PROTECTION PLAN F2.03 1 2 3 4 5 (0 1 6 9 10 FILE: 9693F23 noT xatF: 12' = I' -0" LA5T PLOT: 2 3 5 6 7 10 NOTES a F3 G D G N NOTE: REFER TO NOTE: REFER TO CORRESPONDING CORRESPONDING UNIT PLAN FOR UNIT PLAN FOR TYPICAL LAYOUT. TYPICAL LAYOUT. w5A==!Lf)ING TYPE II - 3rd FLOOR - FIR' CTION PLAN oM uM to M F Rev. I No I Date Issue History FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, A, 32789 (407) 629-0595 N KO �MC.ONSULTNQ ENGNEERS 430 EAST SEMORAN S M 202 CASSELBERRY, FL 32707 Pit XM 8*7900 JOB NLU ER 9993 W E 5 T L A K E ck APARTMENTS Paw 04/20/98 aNvorm. FLORIDA 3643-00 BUILDING TYPE II 3RD FLR - FIRE F2,04 PROTECTION PLAN 1 2 3 10 9593 f 24 PLOT V.XE: 12' =1' - 0' LAST PLOT; , : , : r, : .. a ,.. IIIII , ,. y:. i , 1 t v � , , , , ' 1 r r�M , r x , , 1 CENTRAL RESIDENTIAL R{ MANIFOLD WITI'I ly FLOW $WITCH • i ya GAUGE, - AND i DRAIN VALVE. •... ; .," `" .. :.- : - : : - , Irt wILKIrJMO DEL ODAL �oxLca� r } _ DOUBLE CHECK VALVE A55EM5LY - � ,; . f 1 � — � i (OR UL, FM APt'Y a EQUAL) '� f t 'rNRD: BUT (OR HALL VALVE �i_--••- -- �-----• � - ! __ -.;{ } - i ,•,,,;I �F7 ------------ � WITH TAMPER SWITCH. 's T , _ , (WIRED HY THE E.G.) II �t !------✓ I° � i 01$i 1 I HYDRAULIC PLACARD AND '' • i 1 i EMERGENCY/SERVICE .-y4 , , .S'• ` ss.-=.. �_ :.:+ ` - __....___ ' '5TUD WALL 8 t INFORrrATlor 1 � • J. �; 1 i �r ,A i t _ ._� �q � t__a,_, � ,.� li i� � _..____.._ -- _•- •--�•-_...,-..__-...__._.. r� ! iL,aJ.L1�2 `.> � II-E Z._. -_:I , �': ,,:,` 1-1 !t �i ly ° FCG $ ; GALV. SCR'D RED 2' "r0 t%' .i ' .a. �, 5 _ t , � • o li ^` �V . CIA.�., .,,,, • ( 4-i•" ! r ci�. � ' .��• cl OUT WALL I" GALV. WI7N I" GALV II '� _v:.._, <;,. )-•1 se+`( I ,, .ct, �;. <� Irr r- 45' WITH IX%j' MALE ADAPTER1- . `�', n ��,.. _�!. :��� c,- =� •_`.-+rv�' `a�� •!:."� :,,•• \1.f ,I cr f . ACCESS PAi'JE I , ' WI7H �/ ORIFICE SAWN SPRINKLER. ,..�s :,._._.:�� ; ? .- .. �r ;tr;" ....._• .r ,�•- •<<., ". �.-.� r('�'' +, �,� ,�,r., " ;�,-: r_.rl �, �= : I _ - ;, i (INSPECTOR'S TEST IN ACCORDANCE o ,1..!j�,;���� � �-• �� �•f+ �. f �t !'�� `�'� {` t� GCE L 1 , WITH NFPA I3R.) � .. ,A dtr- i I ly - �� - -- 1 2 1 1 ,' it - cv � ie��:';� 3-Ilk , �, ' a `r �" =�+t :,; --i I�� )ii 3-III � -'(1, .Ir ctl--�'�!I � ' • SPARE HE -AD CABINET ✓' F'+` y" ! { � � re�._� !i�' } 1 i� _ y f..2 � �' ,'. _,j, 1� � •r. , , �{ I-4 ..-�---_- • - - -- -: RISER L N - Dc,l� -i� { f ' I', iy��t`" .�� ---� _ _�-,}� � tya I A 1�--� �r� ��'>;i; lyl-2� ly,__.., lye:_ `ir�-�� ��' �`lii�_w___ ��.«'" G � OGA-no 'TYPE I •rYP. c i il, a i� WITEi HEAD hIRENGNES. rr _ _-.� •- � N o'�ti z-'Sy2 �-7 i � i '1a - ..lM� ..,. �'�IL � ,• O . AS NIGI•I x IS WIDE ACCESS DOOR /l � _ _ ._.... _. , „-,..__. _,. 1.-..,,_._, COLOR TO MATCH EiC`rERIOR FINISH ?� �f :r .._ I �c. � ....j i • L----- _-________� �ti� S` x. 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C'1 1 I � �S (Y } i I �•,! cr ` � :.,.- � } � ! %)� cl �t 1+., tii •} rho ry ^'-T Y� J _ y+ i i.- wr••-Wi +�v CO - }}Iv I' � n%r W _i � 11 .r OD 1 I r- 1 S 1r -. A.•.... .. 1; •-ir •L,..:,..r«: i �Ifi> �:-='�_.. _...2+.+ ..- ..._... -... _. � � _ ._...,., ...,-^•i.,yi '� ��, -- '�j it ��r �' �✓ -• —1,i i ��_ t.�'-1, �, li �r_'�:� ( - ' • ,F � 1} � �-=•►_ �� ,: �1� � :� _. __ _ �i � � I� �� �;�(l � `� Ali I%_ . `a' E I V L...' I`. A NOTES • _ _ _ 5prinklcr System is designed in accordurlcc with � �/ , :r:<-- ` the r 1.t I'I 4 q t tr d i ! egyzircrncnts of NFPA-I31 Iclg6 Installation of '"l' ,fir I •!j ; I �d I� 4 i i ;�4 �ii 4 �A !� �d � �A` •��AY Sprinkler oaystema ! Pro,ject dxcvrnunts, : , I �3- }3�7i 9-� 5-3 ' i 7-5 IQ= I y ' f i i1 I - 1 i' 2. PROJECT: WEtcrosr rojcct i I t �i 3_T i. -2 M i- 3"2t 3 +71 10-af 7-5 5-3 `5y! 3-71 J i �' � t 2 I t t', &,2_.__.. 3, All material shall be UL Elated. i------_--__.__,_ _._ - _._._ ��=-�-_.��-- . __ , r�f: , __:._�-�-._'-{.:.� _. �.= .. �._�..i� .-_..�-_:::} __�-_.,._:'T};_-.-::-- _-•='-'•t d. Pipe to ba CPVG with CPVG fittirujs a. fur- 2 Hour • 'cat to r All work o be tcatv.) at 200 PSI 'f s ' 1 1 FIRST FLOOR PLAN 11 Y ' RE PROTECTION CL Call2A Ihoursen odvcnca Fire Ito ochedule test. ?; 'SCALE: 3132'"T J'—U)r ' crlgcrs o be per Details, on drawings. Hcrigers to J. N t g be spaced In accordaxe with NFPA-13 rGctZ{rements. • f C,7 2 8. Cap to be provided at then end of each main For Fivshirng purposes. S. Sprirkler Heads to bo as .shown on Iegcncl below. 1 4 t� 10. 9prinkicr piping to ba run as shown on plan. , l II. All control valves will have temper switches installed. operation of switch will not affect the operation of the O 4 I2. Flowklr switc}ow 5witch. hes shall be(HIRING conncctedBto Fire allcrm system as cn automatic indicating device with ( WIRING BY OTHERS ) i ALt. LF.NGTEJS ARE GUT LENGTHS 0 13, a biorrr freetinq The owner Is raspon providing aclecVute heat o ,! {� protect wet systems 14. Welded pipe to be in accordance with t{^rs latest edition FPA-I3 4 the ents of A S level R- p Apt . 8nq 15. •'1"he owner is responsible for maintainingthe recty em W ruts of N p� HF.AUS'' ARE CALGrD`@.' iS' ii, 181 � - condittcn of his systems) and devices. proper r4 Cr o ANY HFgR MUST O WITHIN 16. All ticn icat control and/or alarm system wiring to be ' d'-0" OFF ANY WALL provided t installed by ott rs. REVISIONS SPRINKLER S M�OL DESCRIPTION Design IPa�uL� FuQF Light Hazard A REVISED 2° T4 ly a SYMBOL SIZE MODEL MAKE FIN15H, - 3410 LANPP RD. 7 PHONE. 13 7 7-I ` eo•r-rorl of wooD'JOIST --�.�s NO E (8 ) 0 733 STYLE. TEMP FAGTQ TOTAL •-- �r �--,r--�-tr TOLCO #24 < ,.//,/ I/, /,///,/ l,, ,,, /,,` /,, /,, - \� i 11 _ Density .X/XXXXX ' I/2 PE:ND�N"C VlKirler PAI•NTBI7 'r=i � 155 \'>�;' � PLA�1T CITY, FL. �+� FAX: (813) 707--8888 2x4 WOOD 9 rUD PIPE STRAP � ,`� #12xt9 AR �-' , . . / . . ,• . ,. .. .,, �. � . ' .: - ' • -, -.CJ• to i .:� • :. 3/ -.. C � V I �` P �- HARDENED t c I a RE 1 N At:, , i(X ,P5 K G. NTED , : ht-� ",;„ 155 � „ ' 3.1 13q GPVC FIRE -SPRINKLER ' ') HEX HEAL)SELF. _ .. Resid.. PSI , e 71aREApIrJG SCREW , ° ,,.,/ .,, ,,,,•,, ,,, ,,.,.,, ,,/ .,,,,, . ,::. /. // ,., �, ..,, •,. ,, ., -. , , Flotu .txxX GPf-1. _ - r 01-28-2000 2x4 .WOOD STUD - ' .:;.:; . •._ : hle5tlak� Apartments GPVC FIRE SPRINKLER _ h /-. LINE 3%'4. 2 1 � � .. ., � " �/ .i'•I,ARUE ED Y ;' �. .., ,, FL.�31e =1 -• San r Fo � : ? 9 Noe Point / „ Q r N N EA L .d CPVC FIRE PRINKLEr�t , f , I: .. . .. ...• , �: , ;. ,.Io o. 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I iI ��.�.., 11 II. .. j, .iI ij i � �'� I{ ij 1 . h£, II I ( �11t! 11 a-c i r 'tlil1 i�Y I tt fi ' TI! __ ii �, � i - I, t I Ilatfon of, i . ff 1 / The �iprinkler aystun fa 'de9igrted in .accordance with .1r rtly ttl II 1' I ..t•� r ifs W - i i__ - _ s the regyirunen s of NFPA-13, Iq` oHi , " l,� l� kS? _. (j; I, }L.._._ _ Ir Il Sprinkler Systems 4 Project doccurrtents. ll r:-__' i i Ali ._. _ , , q d •0i !I 2, PROJECT. WESTL.AKE APT'S. +} -AI f.,A__.._ _1 �AA !I �al a'1 i �4 11 � i 1 11 i II 3. All material hall be UL Listed. n'',+i I(t _ t, - -7 i i I', .2 -- ' �1 I3 r 10 A 7-5• i"i 5-3 -5yZ} 3-7 i..,3 2T _Al A. 0-2" Pipe to be, CP`/C with CPYC fittin9a - -3. 2 ; 18-7 z 9 5�� 5-3 ,i .7 5 I0 Akz �, _l ; _ _ r - ,'a;.' +t__ I i �� "� 14 _.__- -_ .. _. _.._ _. _ .._ 6. All work to be tested at 200 P51' for 2 Hour's Teat _ _ _ = _ f . _ to be witne3sed by Fire' Inspector. „_ 1.. _. - ---- a __. _,._- _ - . ,___ _ --� TYPE I ONE FL OOR PLAN IRE PROTECTION _. _ _ �__ _ __ _ _ — Call 24 hours in aclYet,Ai to screwing test. 1, Har'uders Go be per Details on drawing. 1•Icrvlers to "" - �"� be sprlced in accordcricc with NFPA-13 recvirernents. . `3CALE: 3132' 1'_0" , 6. Cap to be provided at the crtd of ec4 main for flushing ppurpose3. . Ci I 9. 5prinkicr HcWa to be as shown on Icgcrtd below. {Jr 10. Sprinkler piping to be run as yhowri on plcrl. . (�� II. All control valves will havd tcrnper switches instolled. . to>?.' operation of switch will not affect the operation of the sprinkler flow switch. ( WIRIPIG BY OTHERS) t A ` . . I I P I . - - . - _ _ - �- I 1 I . , ' . _ Y I . I ` . .I T I _ 0 ' ! t � - _ : _ ! � , 1 1t � ._ _ _ - _ - _ z �/" - Z1 - . - _ I , � _ _ _- __ 1 /lac 12. Flow switches et ill be corrlected to fire ylcrrn Sys ern as an automatic indicating device with ( WIRING B'r OTHERS ) 0t0 a 'rho otuner Is rcopcnsiblc for. providirxa adccfsate heat to ��.�•• �F7 protect Uyet systems From freezing. . ,C'U ! �q( t`�• 141. Welded pipe to be in aceordancc with the lutest cditico V' (t t 0 of NFPA-13 4 the requirements of AWS D 10.h, level AR-3. . 15. The owner is responsible for maintaining tic proper operating .. NFADS ARE CALG'D k� 18' X 18' f 101 cortditlon of his 5ystetyi(5) cxW devices. ANY EIF-AD MUST Jr1ITNIN [ �'rJ 16. All efectrlcal corttrol aid/or alarm system wiring to be . d'-0" QFF, ANY .WAI-L tded 1 Inotaued y others. . ; INS b - S (MBOL D�SC�IP1-i4 REV1510N� SPRINKLE. N III PI_ p . Cae5ign Info. _ - Win , G�UG�G p �a O G' I!'���D Q 1� . . - ,: SYM L SIZE ' MODEL MAKE ;FINISH '. STYLE- TEMP'' ; -FACTOR `'rQTAL r f HONE: (r813) 707- 1 /3 . . BO ....3aIN LA TPP RD I 07 Light Hazard A REVISED 2ND FLOOR GARARGES . Pl;A T GI Y, l . h'V.I' FAX: (3 3) 7 8888 WTTOM OF, WOOD J015T =� --- TOLC #24 Is 5/S KEG VIKIhIG PAINTED t 1-6 `ILTD5 3.:Y ` '102 r' -> O 5 PIPE STRAP Den Ity .X/XXXXX �' ,l %,, �-, A'' it^� .r ..e—� T�-,fir' - -�--`2 4 WOOD STUD /,��,,�/ ,-�,,' ..I, ,� ,���,,�, .-X 1 "/, _,,,'///'•^-,','�/,''�.'. .-,,, ,.., "/,,,, .' t : .. ;... ') _ Date• ,I ,,,,,,,/,,�/,-/,,,--,,/,,/,,,tatic XX P5 ,,�•,, I p -,,-,, .,, . `,, -,,•,, CPYC FIRE 'SPRINKLER' ,, ,,, #f2xV, HARDENED ,,,, , .,,,, ,�.,,/,,,,,,,,,,,,,,,, M w _ -- ----- F'PO EGT NEC NERD SELF , ,, , , LINE : (3/h. - z) Resid. XX Pal-28-2000 - ,,' - -Flow C,PM Agar 12nts THREADING SCREW ,,,,-, /,,,,,,�,,,-,,/-,,,,,,,/,,, XXXX Scale -. ,, , We ,tlake trr /-,,,, , ,,,1,,`�,,�,,,. .,, ,I,1�-,�- AAA, _ _ r - N� 1_oU . 2x4 htoop S rota nor , FL - _ CPVG FIRE SPRINKLER ';�•,,;•;,;�•;;,� �•,��,-��•;��,% .�- _ Sa fo d 3/32 I tr 3/a° - 2° %;;- :;,::;= %:;- :;� �I Denote'Hyd. -- , ,L IP ( ). '-�,'*..'- ,;-,,,,, ,-'/; - -r I /- , �12x1il, {1ARpENED. C% .lob No. . ,0 , EIEX' NERD SELF Node Point _ /' r -__ _ CPVC FIRE SPRINKLER '• -•' 1NREADItIG aCREVJ 4 '', TOLCO #22 0 . �•--• #12x1'/ HARDENED LI E /A 2 A �% Drawrt By -,,,- N (iI ) �^�~�, �+ I�! PLAN PIPE STRAP �,� AUTOMATIC SPR NKLl I� NEC WEAD SELF }Denote { lyd. VIGB . � / / TO(-CCl #23 THREADING SCREW Remote Area N N -(Ills NET �$ T e 2 nd Floor �,dor�,p. PIPE 5TRAP ' .. TOTAL 5PRINKLER5 5HOW • IC _ !J FP-02 , „ . . f . . ,. ;, ., , . .r ,,. a• ' „ s ... , '�, L I, -, I: ti - , - , .: - . ,., , .. t. _ ,. ,t .:. , .c , s _. , __ _ ._. __.... , __ _ , _ I :. _' t k{ ' - .. .. ; C.- ,_ I 11.1---.1-11-1 111 1.1---, •". ".- -.1--l- - _ I _______,_._._.-_ -- , -..,- �, __ , ___.. , 1.11--.1- -1 ... 111-1- _ ,_._____._ - .-,-",,�.,��----,.,,�.--,-,-,-.�"--- I , " 1_1___ _,_1__, ��. 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Ir ."'I" 1.V F!)W the equipment, materials and 4 � I - , , , '- I , 1. , % .11'n all)d fllaflccd ill this Submittal is that `6 L-v )1)C;C)j*P()rate(1 in the work, is in ;": `v-ilh CoMract Documents, can be installed '.. nJtoe:'Ied spave, and is submitted for Review I � �t 1'6�, d�, 1\-, "IlIeL )...: k I � , Ccl-tj lied by submittal reviewer. cv��_ SHOP DIIRA-711";l .N ._-,�71'r-`.O�e-�� shv.11 '10t rulip�vp, the R(3,4ip 1 foointhe ,w Of ,,jicp drawing3 rj,� ' de\�in'63;1 " - , i V C,011trarAor of l*P-SPGr1s'b;"11Y "'J' 'If"" AttlK-'s cop- requifernelits o; tile co, , (j;i�;k)fli(ii-ii.!',ts�ll�,::f,*, , ntrx;' " . -j'j!q of ,SLICh E-' . �. i 11 tractor has 1"folmed 11.11a .n(k oe,.* ffi YJ" , - � , , : !",,I '0:s!�, ft,�anj��,�j v"r11611 deviatico at the 1,0161 of surjnll�;.-�-iofl �� , _ ' fl,;:;f�,),-;.,�litii,�,.C��iov,!e,ie - t - - - app, I A. of the SO,13-cific de'4i3f'Or' .�sic)113M contractor f rorn respon-.1iN, AV fo,. nn-o; s 0, "" 'M - the � , ��-,jiplq , *I ,0,V)r,fr,.,.-,.,,1r,13 ings or samples. - ;.;for - t'll. the Shop dM,N . - � - to dersign only', c0ritraclior 15: l'_"3Pr;i1-�1iNe ful 6Mr .iions, ties and r, ) r- (.Inati(jLvithAhPr tf,�(&c-, Revievv&Os qualle a,' ",I)St 1.1111035 not aujjjOrizF_, ,.,,-,,y changesink;,)j,,jjng add;"W', , U ,1 ja letter or (ZJG!1(Jf,' 01'�'��r- Wed *10 sP-Prz - --- , ,E ---------.- - ,Tr;.)—�- _. --------- !AAKE MAE-,2;:& RE'SU'EN'-IT -------- - _____� ---. ___________._ 3 1 . KID CW'Sultiil,iJ4 �Et"r'J'-s!'""s We- �-- — ----- ------- 1. The Sprinkler Systern is dc5lqncd in accordance with the rcq,1jircmentt5 of NFPA-I3 R, lqq6. 2. PROJECT: VIESTLAKE APT'S. 3. All material 51vill be UL Listed. 4. I'-2" Pipe- to be GFIVC. with CF1VG fittings 6. All work to be tested at 200 PSI for 2 Hours. Test to be witnessed by Fire lnspectxJr. , Call 24 hours in advance to schc,dulc test. 7. Hangers to be per D--tails "I drawings. I-IcrIqer5 to be spaced in accordance with NFPA-13 R re(:jpirerncnt5. S. Cap to be provided at the end of each main for flushing purposes, _ q. Sprinkler Heads to be as shown on legend below. 10. Sprinkler piping to be run as shown on plan. 11. All control vnIvc5 will lxwc tcunper switches installed. I operation of switch will not affect the operation of the 5prinkIcr Flow switch. ( HIRIl'ir, BY OTHERS) 12. Flow switches Shall be connected to fire alarrn i5y5tcrn as an cjuWm,AIc indicating device with ( HIRING BY 0-ri.IEPS ) 16. All electrical control and/or alarm system wiring to be provided f installed by others. pos SI-01 out Hmqcr Spacing 1%' - 6-6 Q,' - 7-0 I' - 6-0 2' - 5-0 I , .- ", 1 ,� , I . 1k,' TO SYSTEM r--------- -- ---- - -1 I i 4 1 j �- l Elkhart 141 a 1 ; Residential 1 !� IY,' FDC (� - ( ( O 3 � (+ ( ( 1 ( v , IT ( 1. ----- -----------J VIALL I+_p• STUD --� TO SUPPLY 2' GALV 1 TYP. BLDG. RISER t4 5 OCENTRAL RESIDENTIAL RISER MANIFOLD virtu IY�' FLOI^I SVIITCH, GAUGE, AND I' DRAIN VALVE. OIYr' WILKINS MODEL g5OXLOSY DOUBLE CHECK VALVE ASSEMBLY (OR UL,FM APPV'D EQUAL) 3 THRD. BUTTER BALL VALVE t^IITH TAMPER SNITCH. I► C t i n i� f/, j �) I (i MIRED BY THE E.G. Jt (` ( ) \/ HYDRAULIC PLACARD AND EMERGENCY/SERVICE INFORMATIOf 1. I a 5 GAIN. SCR'D RED 2' TOIY'. (I iLl lye )L� II y2'-----I-0121 � ,- 1-I��' O7 OUT WALL I' G ALV. I*ll H I' GA V T L --(tJI r_ J\ 45' WITH IxY., i-iALE ADAPTER 1� _ r L .__-t� - -,\• �'`�_`ur�r o ��_. ,fi' c>�'. � ' /�- - - -=`�- _ - -- virm �/" ORIFICE SAWN SPRINKLER. n_- Ir1SPEC TOR TEST IN ACCORDANCE I� r ' . E4_,' ? C � , J Ip W I r tt >� � Di J Ij io MITI1 r1FPA 13R. i, J I"43/ r o � �;4=(� `'s' �1�4 tY rtrp s _ ! i013) 11 =i i ?y �I�i..f o 4 rtr _ �) d 3 Ili a g r ?rw 4 3-Ili SI— 2 rt �j� IIiI 1 JIY I( 2 ••---:,T___-_`-J'._-_L .. .�,-1 __ (1LLII'i tf rS Oi Q i [rf ... r,. Ei SPARE HEAD CABINET \A �� IYa� fr j-cv- 1ya,1 j ,IclYay -.:_ly I-2 ly4 lyal-2y1 I'/# _I.ya.. s i tt�yt„r'�li { ?�IIYq- I74 .. toi� 2CA _5y 9-7 ! -_- l .•_.<L� 2 2Y2 . k _ 5 9 1 -1�1Y ! ' I I-` . t_ 5 J .- - ' -2.z '-� _ j-7Y WITH HEAD FIRENCHES. ? ,` -- - r 9 48'NIGN x 18' l^IIDE ACCESS DOOR, COLOR TO MATCH EXTERIOR FINISH i ,` );fs � �ti• rtt=r <r 1 .s f I 1 (I I w _. I I 1 2-3y trl� _ 2-6/ t3. 1.1._ _--r- rya...-�T . i _... ^ sr?_.. �_ i .1 ._ it -3/1 1 s 3 1 6l 1 L 2 1 .� 1 (n iiL ,^ \,rJ`2. 6 -ate/ -- .o �(n 2 6 - 1�1 I r- \' �� ii c II II - s= it - o + 1 to 1 f1�-ri,j1� o tT _�1I /'t' \\ I<�?1 . )• iI 1 i I 1 ( �./l I iI `L��C1 �- I•. ! . - IN S t � .; ! J i j! ` w _ ` ! 2-672 r � SLAB ;. \ /-•.� \, ,� _L: I v o I �I' � 2-5 � ` � _ /�`\ ; ` `I s > \ yF s^'�\r,�/ �`` \�e 2 q ! { 1 i �� �r 11 I + 2-9 i' yr, r� 5-OY2 ' - II ! - I I II - 1\35-0%1 i - = V,-'i- S,," JI If If iL II. 'AI?' r- '�i ut (-j- I. �... —� I� _.-�•� -` i'i ��� �J�f.:__--�ri-:�.c.�l � (.++i�lil,C. ,' ,lri(.r (, Up lY� tox`�==- 0 10-102 li 7-0�2 4 2rxJ # 3rd Floor- ' 1-7 2-10''=2 I•i,6-I �, 2 jll ,I - I(if i ; 2-10 F�l __8-10 II-7Ct(' I SW UNDER ROLL UP DOOR I j 1' - - - TYP 12 - _ - - - -';2-5 c• I i 1-7 P( I ��' esr- 11 - (•� ;!I - II-7 4-�Y2 3-19� `q-+lY2 rl (i �I 0 6 ._ IF /<l 3=15 ,10 I' 2 2-5 II iiri-0-3�t!)1�/ �d�v_� .ia ��� �Yi �� /�� , Y II �� .-.. .I If �{ �q iI �- 7 A�IQYI 2 (;3-0Y, i';LL' 7z 2=61 4-10% A-dy i {1 t, �V r I -r /4 �a 7A i I i ,, ► i I G—OY rtfi3 u, II-6yLD lii �Ji r191`- 3a"Y{ ly{ 1';ia 3/I �4 ys it �j '3-7Y1 9-Ski 5-3 it 7-5 IQ-14y� 3-1Yl i3-2 _3-� ' TYPE I - FIRST FLOOR PLAN - FIRE PROTECTION SCALE: 3/32"= I'-0" BOTTOM OF HOOD JOIST —�� TOLCO 324 2x4 WOOD STUD '' PIPE STRAP 412xiY4" HARDENED CPVC FIRE SPRINKLER HEX HEAD SELF LINE (3/4- - 2-) THREADING SCREII CPVC FIRE SPRINKLER LIME (3/4' - 2') %%'',J '' & :��.��'•< '':;, <', 312xlY411 HARDENED HEX HEAD SELF z;. CPVC FIRE SPRINKLER >� THR EADIFIG SCREI^I TOLCO It22 PIPE STRAP LINE (3/4' - 2") ==12x1/an HARDENED j{ s., HEX HEAD SELF tt 1 TOLCO 423 THREADING SCREW PIPE STRAP 'K ryj RISER LOCATION 'TYPE i - TYP. HTS Up I%I to 2nd t 3rd Floor ii GENERAL NOTF-S I. The Sprinkler Systems is desicjncd in uccvrdcmce with the reel irements of NFPA-13 R, Iqcl6. I 3/ I,--- -�Y� 3Ja 2. PROJECT, VIESTLAKE APT'S. --I :5Y1 3 //2I� 3--2_--_{} 3. 4. All material shall be UL Listed. 0-2" Pipe to be CPVC with CPVC fittings - - - 6. All work to be tcstcd at 200 PSI for 2 Hours. rest to be witnessed by Fire Inspector. Call 24 hours in advance to schedulc test. 7. Hangers to be per Details on drawings. Hang,-rs to be spaced in accordance with NFPA-13 R regyirernents. 8. Cap to be provided at the end of each main for flushing purposes. cl. Sprinkler Heads to be as shown on legend below. 10. Sprinkler piping to be run as -shown on plan. 11. All control valves will have tamper switches installed. operation of switch will not affect the operation of the sprinkler flow switch. ( WIPING BY OTHEP•,S) 12. Flow 5witchc5 shall be connected to fire alarm system ALL LENGTHS ARE CUT LENGTHS as an automatic indicating device with (WIRING:, BY OTHERS) 16. All electrical control and/or alarm System wiring to be provided 4 instulled by others. HEADS ARE CALC'D Y 18' X 18' POS 51-01, Out ANY HEAD NU5T DE WITHIN Hmger Spxing IYA" - 6-6 Ikl" " - 7-0 q1-011 OFF ANY WALL/,I" / - 5-6 I" - 0-0 2 - 8-0-0 .......... Il ItII 1 it Q4" UP TO 3RD FLOOR c•. -r - (i �4 rffa (w _ if 7-2-10 2-2 2-10 ' l i h• �I I .-Ah 1'f l-2 _ : ' I I ..--------_.__ 4:::�. jai==Tl r� r II, 0/ T t. 3-7 --A� ill d � tr7 C� A t. i i i4 I I I ( ��! r �a !'I �4 �r I�------3� - - I. 4 t -7YL 9-5k� 5-3 I;i 7-5 10-42 3-7 i f i r l II s112� '-- _ 2cC ;� IrllY�f 1� 0� J j / a r Iry : C it ; �-`C:> .__ ___ �:9 �__F.•-. _._.5--�' � � ii �.Q ('� 1 I I iAY - ` F'1 3-11Y IY ' r• _;nr al 2 i- (' ,f o r s �fl�� 1 t r II IY� , it CA %_-�Y 5-7Y :�tS' ' 1�:�! IYa �r=iY4 --a z TYPE 1 - SECOND FLOOR PLAN FIRE PROTECTION SCALE: 3/32"=1'-0" BOTTOM OF WOOD JOIST 2x4 WOOD STUD #12x1%" HARDENED HEX HEAD SELF j THREADING SCREVI% •-�-- CPVC FIRE SPRINKLER LINE (3/A' - 2') #tl CPVC FIRE SPRINKLER TOLCO tr22 r?F #12xl HARDENED PIPE STRAP LINE (3/�I" - 2") —\ yy{ ="' HEX HEAD SELF rOLCO #23r THREADING SCREW PIPE STRAP Q4" UP TO 3RD FLOOR HEADS ARE CALC'D tY 18' X IV ANY HEAD MUST BE WITHIN 9'-0' OFF ANY WALL GENERAL NOTES I. The Sprinkler 5ystcm is designed in accordance- with the requircmcnt5 of NFPA-13 R, Igg6. 2. PROJECT: VIESTLAKE APT'S. 3. All material shall be UL Listed. <1 1"-2" Pipc to be CPVC with CPVC fittings G. All work to be tcstcd at 200 PSI for 2 Hours. Tcst to be witnessed by Firc Inspector. Call 24 hours in advance to schedule test. 7. Hangers to be per Dctails on drawings. Hangers to loe spaced in accordance with NFPA-13 R requirements. E5. Cap to be provided at the end of each rnain for Flushing purposes. q. Sprinkler, Heads to be as shown on legend below, 10. Sprinkler piping to be run as shown on plan. II. All control valves will have tamper switches installed, operation of switch will not affect the operation of the sprinkler flow switch. ( WIRING BY OTHERS) 12. Flow switches shall be connected to Fire alarrn 5y5tcm as an automatic indicating device with ( WIRING BY OTI-IERS ) 16. All electrical control and/or alarm systcrn wiring to be provided f installed by others. POS 5'-01, Out Hanger Spacing 1%I" - 6-6 li " - 7-0 /4 - 6-0 2" - 8-0 TOLCO #2A PIPE STRAP CPVC FIRE SPRINKLER LINE (3/4" - 2") 2xA WOOD STUD 412x04" HARDENED HEX HEAD SELF THREADINC'r SCREW Design Info. Light I-laxard De / nsltX/XXXXX ' Static XX PSI Resid. XX PSI Flow XXXX GPM O Denotes H Nodc Point Denotes Hyd. Rcrnote Arca /J REVISIONS SPRINKLER SYMBOL. DESCRIPTION ©OMM ,.•-1 w 3410 LAMPP RD. ���� PHONE: (813) 707-1733 FL. �_= PLANT CITY, r FAX (813) 707-88St3 A Rev. per KTD Comments SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL � C� 3/8 T� Er- C� VIKIN FAINTED t-1-6 155 _ 3.1 1i�2 — PROJECT e WestlakApartments Sanford, r FL.SCaI�. Date: 03-10-2000 3/32'l-lr-0'l Job No. AUTOMATIC JPRINi�1. ER, �L�1 Type 1 - 2 Ind Floor Drawn By WCB TOTAL SPRINKLERS SHOWN ON THIS SHEET 182 ShcetTlo. FP--02 — _ +f, � 7\``•-•��-.�_ /�'r__ -'�1`ty` )� '��lS,Y-r'.. �-.•__ 1'_'�V � L� /' / II ,�' ` II / % IilI �_i�._t_-• bN ! -w�L"� -�/Y4�, %� -{!I "i)���ii.��_ _.�._—w_��_.__..__ (' -_-'_ S-7kl r3I7l�` .rCtS�n y�r I(CtIrI Ii(li ;�^ _7k1 _ .ilr,�•--�.L__.._.. '�S.�-: -��.i i�_y-,�I._.•:--tNJ1- � I�-4 40-t 5�I I!IiL! I w' w9 __� o. l_�, z-_R..ti..._w.. .:1. �, :U.r _tYa ..�+ EC 1+i t'j-x"-Ji-�l I , III j3`' ,,`y. ....•C��-_.-._il-.-_ 4. Ci. .Y•� !( -I\y!� 6� i r I� 4 I I 1' -5 tJ k.( {I r_ i r� t_.W I} r: ! 4-CL � I 7J2 A`Wlil �_,o � l'1_ 1�J >-7y2 / ; �► r ,9`C)T �,r, i_ .j ,�)�r, () i� .�li�- �-C)-";r�--;II;I \•,, UJ 1(� _� I `i I• 1 I I /i \ \ `\ _ _C... / {(t v,-�L__.•__.-_-__.____-W__.__-_,—___% l �\ LI) LU `, \` 11 � -i�4 � .II( /�yY•W II— � w 1��1` � Q��_-� �R h 1� ! y� \ • � jlll 1%,'I DN TO I 2ND � IST :1oc, I FLOOR. DN TO 2ND FLOOR ��� I DN -rO 2ND FLOOR j(— (, p��:�_ --=_ =- G (/ ,��r ��j I',i `i�—'I1 ✓� I -�) i4..)�4 �� y� ( �'I r,.•JJ�4 ;) l �a 4 4r_ 4�4 a t� I 7-�` 2-112--�1 ! 2 2-II ` -5 '�j ; } ; ;t:: ;1.. _ s+ , } -•\ � � I / �i. 1��. �2�Z2-II .5 (�I ` f(jj i11 � `i . t � �'`-r 'ill - L r JI •x:�•- � \r- _ }, t ,`' I' ' Iw,,, i. S i - V�•"- t l ' � 1 �1/4 �' 3/-r-- 41 �,4 ! ,'� 1•. 4 a i "/' �_r -----• I' -=:!'�,j.,.�i -� J1, G i !; 14-3y, t-� �-IO 1 -IU(2 0 , Yi 11,-3Y2 II-7Y2 11 12-I 14-3k i! (� o (U �f\l ^i \�C � J. �� Ji`r••_-- ',\`\\ ^: +� i�l _rr` / ;', ii1'� (`li-'! f__...._._-_._-_--.�_-_-_-____-_._.-._..__._._-. _.__..._.---_--_-___—.-_____ \1 g4 �;r...h' 'C I'- % I /� � 1 { __-' _-�-_.....-- .'I1 fill Ili _` p• •.\• '��' � I Ivl � dt�� i,ii�/ �', '' I _�1 �•`�\\ �} ,il:r u, i�l � _� �+ <;/ /�`"r� ���✓` � II '�4 Y �4 i I ! �4 Y4 -'7-3 �r NIOS I' REMOTE t'E Af • _., - J,3J,- V 1-i `':'� �, �� � ` � �4 �4 4 �kr I % r� {-2Y2- I: I-ci 1,}-2 , rllY A�6i 0 7 J I r\i y4 i3-1 r � %2 •p a 2 i ' �t 7- s�7 A-6k 3 IlY� d-2k,-gYsil;l ,�1�2Y ',3 IIY d1 1_, ! -- ,.roc }' THJ�; AI"SEA I`r• f)FS!G(aA'(FD "f0 f'ROV!L)ri rl r cJL---__._,�, r ?' 2 _, F a. 2 4 Q;-;�+ r /1 A ��__.___-_ 11 -'All - - _. B.YZ. { - - t- qq I b _ -! I- 2 ,:t _l - 10.t3 G Ia A f 1 _.3 (',I r I 1 r l 37_•} '«.FT. J'1. ft.! r_ , ` �( C(iVcf?AG? F'EF SF'i�lfd(<Lf�f?. DiP:i/�h3f] F(JrZ n '1I I-�__.----- i t ✓�.i i _.` V- i..1 _.n I.�I ..� vi'..J! II ` f 1 GPM 1 �ri-.�._.L ��J,ii �`! .._......_.�1,_.. Ct_. _•__ p�, W(Y 111 M .1. II, •� i THIS AF,EA 1.345.0 GI• il., AT 43.3 PSI ,� AT DA:,E- OF t?IS it:� (f:hf'. PT. (30R) ~- -- _I1 �, 1_1 � 1 Ift.,` �� i1-----r -•,'i xl._:i I _�1 i 1 ' i I� I,t i �( r-•�.:�..- I�I.F. - - .�.. 1t __I� 14--_-_�I 1r Z•, •\ 11 r��: ly>j i:l�~f i_— 1 ` �} t ___�_-_.._.____^T_�- '--_____.__-___'_-___� ..__ i }»._;rjl., —•I `�_ I •�1. �j l,n� �-- i �__._-.-__..__.._._ Ir4' ,-4 r,ai �14 - y4 , � ll },:�3j; -I ii jl �i- I -� CJ �/ 16i �j._ % j �•i •'> I I li i flTl� ��a-4�y---'y i I� —� 1- 4f 'r�� J 4` �4 !r•) a � r,'�'I � 0^` /z� y�(l 1� 3-� �-ilkz 2 1... !i !'6- -z_ k 4-i!Y ; JJ tt J l 1 _ - �`�_irP •.5 A. "72 s ..., 2 2 ;ii 6^1lkj / a1 J, �s i i 3f41 i \ �l 1 '/41�46-llY2`) ! i:`C'r �i f % T{ �-t t-,' CFI I •ii •1� y ,i, I lil /// i ;I ,. :( c Vic, r .'t c Ea, ; _ .j a j MOST f E:N10TE A1= I-jN • 98931 i H 2i I ^i' I C; r ,yrlttS..c:ta7 ( THiS AREA IS DESIGN ATED TO PROVIDE" I 1 1;i,, :i' 1.8 f ,l lT(-1 3..; ,( ,FT. �a �,... i } r i I. , C;0` [:I-V\GE a SP \ c_ I� v i i`. \i 4,r•• j� l 4 !1 / y �' F EI', ._r s.if It L.Lf.. C�,_+, ,!\t FUf{ 1 Y t 1 Y f S i ri, • 11-'6 - ' -h i1.s-6Y ^ 13 i6k a II 7 �l i ' r` c , c. �1' 1 , I�,t 1Tr•!la AR(�A is 1r1.0 GF M f�i 9.0 F' �I I 11-7 •�'- 1 40) 3- 2 4•�'• ^611 2^7 119-6 ,is�r �1 i l! . ! / ! 12) -I t 2 c t AT BASF OF RIc;ER (REF, PT. k30R). I •' C� I }#:•'i i - ^ � ) s �t- If �.JA •1 ( l �% 'Lr=--r;-r' _� i�i't__-E•.-`'j=`� i i' !i I i � ��-�1t:-�:�;�:� J ► �• �-::, ��_��� j --•'� i t.'} t� J , _ ;I i; I ! I II r•- I$ :y1..__:.:'_.I4r _ .: ::^L-J azs area s.:'F:.:..::-_;-�a�-xflYP.L.,w irC:d•r �.t_�-'>.._ __. ,_._.__� 4 .___j.. ___.__.._ _-.-_t-.T_�.i'_^ ._... ___ �-_. r-._.—.___.---__--.—_____- ____-. _.____.-..._.__._._.-__ «__._ I'-D-= _ _ �-^. �_..1.-___-- _ ..1 L._._ �CS �-.-._.J' �,'r:'•S._._.._ ! _ _ _ . )! _ .1 f/ GENERAL.._ NOTES I. The Sprinkler System is designed in accordance with / I IjI the reclpircment5 of NFPA-13 R, Ictg16. } [} d 2. PROJECT: NEoTLAKE APT S. - • \ ( f (�LI );;_ _ \ 3. All rnatcr•ial shall be UL Listed. 4. 1"-2" Pipe to be CPVC with CPVC fittings All work to be tested at 200 PSI for 2 Hours. Test to be witnessed by Fire Inspector. TYPE i - THIRD FLUOR PLAN - FIRE PROTECTION BLDGS Call 24 hours in advance to schedule test. 7. Hangcrs to be per Details on drawings. Hangers to SCALE: 3/32'"=V-0" 101 be spaced in accordance with NFPA-13 R nf- � ircments. 102 S. Cap to be provided at the end of each rnain for 105 flushing purposes. 106 `. 5prinkicr 4leads to be as shown on legend below, 10• Sprinkler piping to be, run as shown on plan. 107 11. All control valves will have tamper switches installed. 10B operation of switch will not affect the operation of the IOq sprinkler flow switch. ( WIRING 13Y OTHERS) 110 12. Flow switches shall be connected to fire alarm system o5 an automatic indicating device with ( t^1tRIIIG BY OTHERS ) CUT LENGTHS 16. All electrical control and/or alarm sy5tern wiring to be provided f installed by others. HEADS ARE CALC'D 9 18' X 18' POS 51-011 Out ANY HEAD AFF ANUST BL WITHIN Hmger Spacing i%,° - 6-6 1 - 7-0 l- 5-6 1' - 6-0 2" - 8-0 BOTTOM OF WOOD JOIST =� 2x4 WOOD STUD #12xIY,` HARDENED HEX HEAD SELF f''� •:,� �:' THREADING SCRE1^l CPVC FIRE 5PRINKLER f LINE (3/4" - 2°)TOL- CPVC FIRE SPRINKLER I�11 LINE (3/4' - 2') •t -- 412xlY,i HARDENED PIPE 51 AF` " HEX HEAD SELF TOLCO 023 �- __ THREADING SCREW PIPE 5TPAP Elkhcx-t 141 IY2' FDC Co WALL STUD TO SUPPLY IY1' TO SYSTEfN 1,1 07� �� f ♦ a i _7 l� 2' GALV I TYP. BLDG. RISER NT5 O1 CEt1TRAL RESIDENTIAL RISER MANIFOLD 1.11TH IY2' FLOI^l SI-(ITCH, GAUGE, AND I' DRAIN VALVE. OIY2 vmntis MODEL c150XLOSY DOUBLE CHECK VALVE ASSEMBLY (OR UL,FM APPV'D EQUAL) OTHRD, BUTTER DALL VALVE WITH TAMPER SWITCH. (HIRED BY THE E.C.) Oq HYDRAULIC PLACARD AND EMERGENCY/SERVICE INFORNATION. 0 GALV. 5CR'D RED 2' TO IYz'. OOUT WALL I' GALV. WITH I" GALV 45' WITH IxY1' HALE ADAPTER 1^IITH %' ORIFICE SAVIN SPRINKLER. (INSPECTOR'S TEST IN ACCORDANCE WITH NFPA 13R.) OSPARE HEAD CABINET WITH HEAD l^1RENCHES. Opia"HIGH x 15' I.11DE ACCESS DOOR, COLOR TO MATCH EXTERIOR FINISH SLAB TYPE 2 - FIRST FLOOR PLAN - FIRE P130TECTION SCALE: 3/32"-1'-0" GENERAL NOTES I. The Sprinkler System is designed in accordance with the rcgpirements of NFPA-13 R, Ictcl6. 2. PROJECT: WESTLAKE APT'S. 3. All material shall be UL Listed. 4. 1"-2" Pipe to be CPVC with CPVC Fittings 6. All work to be tested at 200 PSI for 2 Hours. Test to be witnessed by Fire Inspector. Call 24 hours in advance to Schedule test. 7. Hangers to be per Details on drawings. Hangers to be spaced in accordance with NFPA-13 R regpirements. a. Cap to be provided at the end of each main for flushing purposes. d. Sprinkler Heads to be as shown on legend below, TYP BLDC'S 10. Sprinkler piping to be run as shown on plan. 103 It. All control valves will have tamper switches installed. 104 operation of switch will not affect the operation of the sprinkler, Flow switch. ( WIRING BY OTHERS) 12. Flow switches Shall be- connected to Fire alarm system CUT LENGTHS as an automatic indicating device with ( WIRING B'r OTHERS ) 16. All electrical control and/or alarm system wirinq to be provided $ installed by others. HEADS ARE CALOD Q 18' X 18' P05 5'-01, Out ANY HEAD MUST BE WITHIN Hanger Spacing 1 yqa - 6-6 1 j - 7-0 q'-0' OFF ANY WALL ��qp - 5-6 I' - 6-0 2 - S-0 2xA WOOD STUD tt12xIY," HARDENED HEX HEAD SELF THREADING SCRE1^I CPVC FIRE SPRINKLEP, LINE (3/<I' - 2") TOLCO tt22 '•,'�� \�,s YIPS STRAP BOTTOf 1 OF W00D JOIST --� _ `<�,���,�-•.,. :�' / ' '' �� ��,���� / ' / ��-� �.��%;����� ''� r ,. ,';' '���: '�'`:;�1�,' ':`'�% E SPRIrKLER_ CPVC FIRY LIME (3/4' -- 2') tt12xI�' HARDENED TOLCO 423 I'= S/ THREADINGHEX HEAL) sELF5CREVt PIPE STRAP TOLCO 424 PIPE STRAP CPVC FIRE SPRINKLER LINE (3/4' - 2') 2x4 l JOOD STUD T '�' '''''' '' u12xIY," HARDENED ©,"f ^ HEX HEAD SELF THREADING SCREI.1 Design Info. Light Hazard Density .X/XXXXX Static XX PSI Re -Sid. XX PSI Flow xxxx GPM O Denotes Hyd. Nodc Point �I/� — I� Denotes Hyd. �/� Remote Area REVISIONS SPRINKLER SYMBOL_ DESCRIPTION DO()K0M F, ()1RIG E o G��O �'����� umg. �-^-r 3410 LAMPP RD. �,,� PI IONS: (813) 707-1733 PLANT CITY, FL. tfz) FAX: (813) 707-8888 A Rev. per KTD Comments SYMBOL SIZE MODEL MAKE: FINISH STYLE TEMP '-FACTO TOTAL e 1/2 PENDENT VIKING AINTE 11 155 5,5 I3 3/8 REC VIKING AINTEr 1-1-6 155 3.1 108 PROJECT Apartments Sanford, FL. - -- Date: 03-10-2000Westlake Scale: „ , 3/32 =I -0 — — Job No. AUTOMATIC SPRINKLER PLAN Type 2 - 1 St Floor By WCEj TOTAL SPRINKLERS SHOWN ON THIS SHEET 121 Shertrlo• FP--04 TYPE 2 - SECOND FLOOR PLAN AN - FIRE PROTECTION BOTTOM OF WOOD JOIST --� 1 2x4 WOOD STUD% .7�'--'T '`mil #12xlY,r" HARDENED HEX HEAD SELF ','l �'%.;� �:-�'•�;'•��� - %•� . ' THREADING SCREI^I CPVC FIRE SPRINKLER LINE (3/4' CPVC FIRE SPRINKLER �F �: �- TOLCO n22 LINE (3/4' - 2') W2xIY,' HARDENED i PIPE STRAP --�� HEX HEAD SELF j TOLCO ts23 THREADING SCREVI ! }} PIPE STRAP SCALE: 3/32"= I'-O" TOLCO N24 PIPE STRAP CPVC FIRE SPRINKLER LINE (3/4' - 2') 2x4 WOOD STUD U12xIY4" HARDENED HEX HEAD SELF THREADING SCREW Desiqn InFo. Light Hazard Denslty .X/XXXXX Static XX PSI Rcsid. XX PSI Flow XXXX GPM O Denotes Hyd. Node Point j7I Denotes Nyd. L//II Rernotc Area IB HEADS ARE CALC'D 0 18' X 18' ANY HEAD MUST BE WITHIN q'-0" OFF ANY RALL REVISIONS SPRINKLER SYMBOL DESCRIPTION A Rev. per KTD Comments symBOL SIZE f10DEL MAKE FINISH STYLE TEMP -FACTOR TOTAL Q 3/� REG Vlking AINTE "-6 155 5.1 123 TOTAL SPRINKLERS SHOWN ON THIS SHEET GENERAL NOTES I. The Sprinkler System is designed in accordance with the regpirements of NFPA-13 R, lggG. 2. PROJECT: WESTLAKE APT'S. 3. All material shall be UL Listed. 4. 1"-2" Pipe to be CPVC with CPVC Fittings 6. All work to be- tested at 200 PSI for 2 Hours. Test to be witnessed by Firc Inspector. Call 24 hours in advance to schedule test. 7. Hangers to be per Details on drawings. Hanqers to be spaced in accordance with NFPA- IE3 R rcgpircrnents. 8. Cap to be provided at the end of each main For flushing purposes. q. Sprinkler I -leads to be as shown on legend below. 10. Sprinkler piping to be run as shown on plan. II. All control valves will have tamper switches installed. operation of switch will not affect the operation of the sprinkler flow switch. ( WIRING BY OTHERS) 12. Flow switches shall be connected to Fire alarm system as an automatic indicating device with ( WIRING BY OTHERS ) 16. All electrical control and/or alarm system wiring to be - provided f Installed by others. POS 5'-0' Out Hanger Spar inq I%' - 6-6 lit' - 7-0 %, - 5-6 1' - 6-0 2" - 8-0 M KHM, FUL 3410 LAMPP RD. �"'��" PHONE: (813) 707-1733 PLANT CITY, FL. r., FAX: (313) 707-8853 PROJECT Date: Westlake Apartments 03-10-2000 Sanford EL, Scale: 3/32'I = 14' Job No. AUTOMATIC SPRINKLER PLAN Drawn E3y - 1 ICB 123 Type 2 - 2 Ind Floor Sheewo. FP-05 TYPE 2 - THIRD FLOOR PLAN - FIRE PROTECTION SCALE: 3/32"=1'-0" BOTTOM OF WOOD JOIST 2x4 WOOD STUD #12xlY4' HARDENED HEX HEAD SELF ''��'�;� •��� • •'�' ';;,' THREADING SCREI^J - CPVC FIRE SPRINKLER LINE (314' - 2') TOLCO tt22 LINE RE SPRINKLER 412x114" HARDENED PIPE STRAP . HEX HEAD SELF t 1 TOLCO #23 - THREADING SCREVI PIPE STRAP TOLCO #2q PIPE STRAP CPVC FIRE 5PRIhIKLER LINE (3/4' - 2') /— '11x4 WOOD STUD 00,, a12xQ4" FARDENED HEX HEAD SELF THREADING :CREW HEADS ARE CALC'D @ 18' X 18' ANY HEAD f tUST BE WITHIN 9'-0" OFF ANY WALL GENERAL MOTES I. The Sprinkler System is designed in accordance with the recwirements of NFPA-13 R, Igg6. 2. PROJECT: WESTLAKE APT'S. 3. All material shall be UL Listcd. 41"-2" Pipc to be CPVC- with CPVC fittings Co. All work to be tested at 200 PSI for 2 Hours. "Pest to be witncssed by Fire Inspector. Call 2-1 hours in advance to schedule test. 7. Hangcr5 to be per Details on drawings. Hangers to be spaced in accordance- with NFPA-13 R recIpirements. 8. Cap to be provided at the end of each rnain for flushing purposes. cl. Sprinkler Heads to be- as Shown on legend below. 10. Sprinkler- piping to be run as shown on plan. II. All control valves will have tamper switches installed. operation of switch will not affect the operation of the sprinkler flow switch. ( WIRING BY OTHERS) 12. Flow switches shall be connected to fire alarm system as on automatic indicating device with ( WIRING BY OTHERS ) 16. All electrical control and/or alarm systcrn wiring to be provided f installed by others. 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I _ _i... i ., - - - -I- --- -- - - -/-.., - - ..L • -1- -- --I- - -- - - -- - - -+-, - - if .t I ( I / ,,;iri I I � � t i ► I t } ` 1 I � 1 I . � - , - , , -; . -t , _ , - i. �_._ - - !.. --i _ t,_ - _.�---._r-{-• �--.fi_}__. �-._ I ,•�•r 1__-j_ _l_--i- i - ►--._l_ . _,�� -_l .I _ _ i -- i 1 , I , i ( I _�- I _i _. t 1 i i ( I i ( i i i L._, 1__.. I I 1 I 1_. L _ i.-_ � ___._._ L-___,_ - 1_.�__.t___..-.�_.._-^' I 1 _ _ _,_ ___ __ _—__._, ; I 1 1 1 1 1 I I I , 1 1 I I I i I i I ( I I i I 1 I I 1 1 I 1 I SITE PLAN - FIRE PROTECTION i -- - John `I'. Callahan & Sons Eric. i hereby certify that the equipment, materials and article shown and marked in this submittal is that proposed to be incorporated in the work, is in compliance with Contract Documents, can be installed in the allocated space, and is submitted for RQview by the designer. ("willed by submittal reviewer. I I I ,1 I i I 1 i Review of sholp dravAo95 shall not relieve the contrr^_,ctor of resp-Irasibiliiy for £inn clt vialion froiTl the requirements of t1he t,,Qj1t,-c:::i Cl + i(i'i iiltS !!i'11cS:3 ille con- tra, cior i) tS iiZfc)rmt,'d the Engineer in iwiting of such deviation ,at the time of suarnisslor, Var;d has cJb"M;n ed written iij�{?roVil Of i;1� C>;i::Cll!iC CI9Viiaf_i0n; rlcgr,^:li£ii( il"!r; rc'/i�3y`1 f211BV$ the contractor frorn responsibiilty `:;r errors or ornissions in the is fi r Conformance to deai, n only: contractor is responsible for dirnensions, t}Ucnntitir?i,? and coordination'. with other trades. Review doe's no! atithorix,, any coat Unless I ' tiled in sepaf-ale letter or change, order. NO WMA,;t:- SI_ F�`,��•',!-�r�r�r' :+_ 8 GENERAL NOTES I. The Sprinkler 5y5tern is dcsklnr_d in accordarice with the re_gvirerncnts of NFI A-13 R, 1996. 2. PROJECT: HESTLAKE APT'S. 5. All material swill be UL Listed. A. 0-2" Pipe to be CPVC with CPVC fittings 6. All work to be tested at 200 PSI for 2 Hours, Test to be witnessed by Fire Inspector. Call 24 hours in advance- to schedule- teat. 7. I-Icngers to be per Details on drawings. Hangers to be spaced in accordmce with NFPA-13 R req. Irements. a. Cap to be provided at the end of each main for -�\�- flushinq purposes. J ci. Sprinkler r-Ieads to be as Shown on Icgcnd below. 10. Sprinkler piping to be- run as shown on plan. ll. All control valves will have temper 5witclie8 installed. operation of switch will not affect the operation of the sprinkler flow switch. ( WIRING DY OTHERS) 12. Flow switches bhxlll be connected to fire alarm system as an automatic indicatinq device- with ( WIRING BY OTHERS ) 16. All ele,ctricol control and/or alarm 3y!Aeri wiring to be, provided t installed by others. P05 51-0" Out Ilax-r 5pacinq Ii,,' - 6-6 v - 7-0 �a - 5-6 It - 6-0 2' - 8-0 REVISIONS SPRINKLER SYMBOL. DESCRIPTION • Design Ingo. MD OK OG FUME MR 0 U' r='� WU00 CI�1 HM( j. Light Hazard A Rev. per KTD Comments SYi WL SIZE HODEL HAKE FINISH STYLE TEMP FACTOR TOTAL 3410 LAMPP RD. PHONE: (313) 707 1733 ((f I Density .xixxxxx — PLANT CITY, FL. i•_-t� FAX: (813) 707-8888 Static XX PSI -- Rcsid. XX PSI P}ZOJECT Date: Flow XXXX GPN Westlake Apartments 03-10•-2000 0 Denotes Hyd, Sanford EL. Scai�a / I/201t_It_Ou Node Point _ _ _ -- - Job No. (� j (Denotes Hyd, AUTOMATIC SPRINKLER PLAN DraturNBy C6 � Rernote Area ILI /( TOTAL SPRINKLERS SHONN ON THIS SHEET Site Plan ShPptllo. FID-00 ---------- ----- ---- - -_ - - - - - - - - -- - -- --- --- ----- - -- ----- - - _ _... _ .._.... - - - _ ------ - - - _ - _. --- --- -- --- Y; . _ ... ...._ .._. ... .. - _ -.- .. .. ... .._. _ _. ... ._... .- .. ._ ._- - ... _ _ -._ .. ..... .. .... . -. .. .. .. .. _-. ... _.._... _... ...._ ._. . _. ..._.. _......... _._ ..._. _. _._.. ._....... _..,._... _. _.__ .. .... .. _.. .. ._ ..-. ._.... .... _.. _.... ..... _. ... _._............ _... .... 1 ...._- ._.........._... ... .. ...._.. .._... _. .. ..... ._. .... .. .. .. . ... .. Q,,' TO SYSTEM OCENTRAL RESIDENTIAL RISER r� NANIFOLD V41TH IY2' FLOW SWITCH, \� 4 Y,,' GAUGE, AND I' DRAIN VALVE. IY,' WILKINS f IODEL 950XLOSY DOUBLE CHECK VALVE A55ENDLY (OR UL,FN APPV'D EQUAL) \/ T14RD. BUTTER BALL VALVE r----------- -- ----- --- r WITH TAMPER SWITCH. (WIRED BY THE E.C.) I O — t l� O4 HYDRAULIC PLACARD AND EMERGENCY/SERVICE Elkhart 141 - { INFORMATION. GALV. SCR'D RED 2' TO 1Y2' FDC ( Q OUT WALL I' GALV. HITH I' GALV 45' WITH IxY,' f•IALE ADAPTER WITH 3/e" ORIFICE 5AWN SPRINKLER. (INSPECTOR'S TEST IN ACCORDANCE V41TH NFPA 13R.) I O I , I i i O SPARE HEAD CABINET WITH HEAD WRENCHES. - 5 ' I_IG 9> 48"NI N x 18 HIDE DOOR, [ l� COLOR TO HATCH EXTERIOR FINISH 4----- ---•r.._1---------- j rr i J 1 Ci r lt_, r r Ir 200 )-•� . lore) 1 d i I ! n I. d 3 co 2idt � I I-Ili3-1i21 t yIIZNa -zyl,- - I —A 2 (:31 ti\ RISER L N TYPE I TYP%d ,• I NT5I-2 id 5 .idI c_7 _:I/I 2 _5Y2 F I Ji� o ( %,'•\`� ^.✓ t a 2-6/ -II i° !`• _...k l u 3- -6Y2 _ 6 2-3Y2 \ �_.f3 �I I 1 i .�id ---•--1! , \ gM llr Y 7 2 6 � _ c \ �1`n 2 i -- -- - _ - \ s /�1. _ _ I -Q :��!' iy � l! i I r____-__ .._ Fi__._'___—_ -1-, �r _ ..:a`C___. �•_=:=•sc..___ �!____._•� 1 I i ij �l� _ +li�"(- \'a'•. \�- 8�\7h r't. �. r^` ��'�'.i i- T ` a STUD - t I'� SLAB A2-52-t- zf `—Y1_.7�1I y�. •� U0 4 I a a •., a' + • d G, i/i .• /i j S\ ��M `� u'\: �! 7/ 41 2-9 �3 .;�4!. �; t;�� ! \\ ,N) TO SUPPLY V 2' GALV TYP. BLDG. RISER NTS — i III _fir=�i�tli I \. •`� '.,� 5 1. �t ;\ Ij I '1i _I� I( 1 4 --�..I it ( >' + �:' ._ _r,� ! .' !,, I - 1, !--- 1f__..__- _ t•r(�'Ft I I lY 6-oY2 2 r IA I �• —' , Y' -._ ' i 1 -_il� �r ` IIS i t- i'.J _ ._.—� j iJri,Cfll� 14 11F'f�11 l l� _. �___---�-� _ V __.-=---- up IYd to li 0 10-IOY2 II-- 7-02 2nd # 3rd Floor (�ld.0 y ��d li 7-1' 2-10�-2 i -10%2 II-7 t i It -41 1 11 li d , I R ' 2 IV• ,I tl+llT- 4,1� I +;1 c 14 t�t,' 1-7 3-q ( rl �i c._.`�1 SH UNDER ROLL UP DOOR . „ ff I Tr 12 1}1 �.t IAA _`.\.. ``•\ 4 ,t;'I fl! � �! ! �.';1.�rrLE I' "2.. 1-7 I r �, .ter! c ,n' i .t-••' I 4 �� 1-7I EY - !1-7 91 - 2 ��V `— .2 Tj t - q 3'5 5"lo f `� rc i It 0 6 +� �j" 1 I �` II I _ 1 I ( d. I� P 'if.1j I'r !� II _�� .II Iir- t 4 d., .� 1 d 4 ' I1 2 3-UY Ih5 12_2 ! 4 I0i �l 6-10%2 (�- ,' ��� /' Lr�l�p d !I �! d rJ4 1?14 Aj: L1 i l a I 2-0 6-6 7'-� I 6-OY2rtrr Tr,' II-6i2 i� I r_ i `� / III► , ` _�, , t Ih- rtrY rtfi- I —._....�d. I! -d it -"- Y� - k 5-3 j 7-5 TYPE I - FIRST FLOOR PLAN - FIRE PROTECTION SCALE: 3/32"=]'—O" - — \\ 1�/ \\'�.. •^doh � i !t� �°r 2-9 \, i 7- A 10-10i2 ! UP d to 2nd t 3rd Floor I I( I I �d 1-7 o' _ 11-7 6-10Y, � = 2-10 " -q I ' I-7 I I fl L -2Y2 ct IT lit 2 ,,.,-:��•- 1 1-7 I r' !� +n '/ �,, ter, I I - _ _: �(•�, !'IA' II-7 411, 4- I1�..._ _.._I�r 1 i1.�� 2-5 ir wr�r 4 v -42 .; ?I�Q'Y2 2,6z 5 4 L n-6Y2 ;�l' 6-oY2 ( r '4 I1317'/.l 10-4 II, 7-5 iili 5-3 old 6-10A2 �-qY2 In 1 cv �d l I 214;i /5Y2 -I 2I � -37/11 3.-2_--_ GENERAL NOTES I. The Sprinkler Syatcrn is dcsigne-d in accor•dctnce with the requirements of NFPA-13 R, Idol/,. 2. PROJECT, WESTLAKE APT'S. 3. All material shall be UL Listed. I4. 1"-2" Pipe to be CPVC with CPVC Fittings G, All work to be tested at 200 PSI for 2 Hours. -rest to be witnessed by Fire Inspector. Call 24 hours in advance to schedule test. 7. Hangers to be per Details on drawings. Hangers to be spc4ed in accordance with NFPA-13 R recWircmcnts. 5. Cap to be provided at the end of each main for flushing purposes. ci. Sprinkler Heads to be as shown on legend below. 10. Sprinkler piping to be run as shown on plan. II. All control valves will have temper switches, installed. operation of switch will not affect the operation of the sprinkler flow switch. ( HIRING BY OTHERS) 12. Flow 9witchcs shall be conncctcd to fire alarm system ALL LENGTHS ARE CUT LENGTHS as an automatic indicating device with (WIRING BY OTHERS) ICE. All electrical control and/or alarm system wiring to be provided f installed by other's. HEADS ARE CALC'D @0 18' X 18' POS 5'-01, Out HEADBE WITHIN Hanger Spacing I%d" - 6-6 1%21 - 7-0 qN FDNYS4TIA LL 5-6 I' — 6-0 2' — 6-0 1Y4" UP TO 3RD FLOOR ---, ,! T 1 "rat ; (J �I 7-2 v ."-U.. 7 L-.._..-- Ih 4.1 r �; tia y, al '1a �, I �I ( 3 II-5 5-3 l 7-5 10-�IY2 I _3 2x4 WOOD STUD #12xQ,I" HARDENED HEX HEAD SELF THREADING SCREW CPVC FIRE SPRINKLER LINE (3/4' - 2') TOLCO u22 PIPE STRAP TYPE I -- SECOND FLOOR PLAN - FIRE PROTECTION BOTTO`1 OF WOOD JOIST •-%%% ��i/�i,-i'%��% �� i% �% � ���- ill 'i%% � , ell t , CPVC FIRE SPRINKLER LINE 3/4' - 2') 1412x1Y4' HARDENED FIE;C HEAD SELF TOLCO #23 THREADING SCREW PIPE STRAP SCALE: 3/32"=1'--0" TOLCO 324 PIPE STRAP CPVC FIRE SPRINKLER LINE (3/4' - 2") 2x4 WOOD STUD #12xly" HARDENED HEX HEAD SELF THREADING SCREW Design Info. Light Hazard Density .X/XXXXX Static XX PSI Re-sid. XX PSI Flow XXXX GPM O Denotes Hyd. Node Point F --71 Denotes Hyd. L� //' Remotc Area I%" UP TO 3RD FLOOR HEADS ARE CALC'D @ 18' X 18' ANY HEAD MUST BE WITHIN 9'-0' OFF ANY WALL GENERAL NOTES 1. The Sprinkler System is designed in accordance with the requirements of NFPA-13 R, 1996. 2. PROJECT: WESTLAKE APT'S. 3. All material shall be UL Listed. A. 1"-2" Pipe to be CPVC with CPVC Fittings 6. All work to be tested at 200 PSI for 2 {-lours. Test to be witnessed by Fire Inspector. Call 24 hours in advance to schedule test. 7. Hcngere to be per Details on drawings. Hangers to be spaced in accordance with NFPA-13 R recWirements. 6. Cap to be provided at the end of each main for Flushing purposes. 9, Sprinkler Heads to be as shown on legend below, 10. Sprinkler piping to be run as .shown on plan. 11. All control valves will have tamper switches installed. operation of switch will not affect the operation of the sprinkler flow switch, ( WIRING BY OTHERS) 12. Flow 5wltche5 shalt be connected to fire alarm system as on automatic indicating device with ( WIRING BY OTHERS ) I(o. All electrical control and/or alarm system wiring to be provided r installed by others. POS 51-0" Out Hanger Spacing 1 %,' - 6-6 l yl" - 7-0 Via° - 5-6 1' - 6-0 2' - 6-0 REVISIONS SPRINKLER SYMBOL DESCRIPTION oa�aEq IFaIRE P 2o V29 uJaoC�ID aRI] 0co A Rev. per KTD Comments SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP FACTOR -TOTAL 3410 LAI-IPP RD. ,)k PHONE: (813) 707-1733 PLANT CITY, FL.-¢ FAX: (813) 707-8338 QQ 3/e REG VIKING PAINTED M-6 155 3.1 182 F'ROJ EGT Date: Ne5tlake, Apartments 03-10-2000 Sanford, FL. Sale. 3/32"=1'-0" Job No. Drawn By AUTOMATIC SPRINKLER PLAN wcB TOTAL .SPRINKLERS SHOWN ON THIS SHEET 182 Type 1 - 2 nd Floe ShfatNo. FP-02 I i e r I i i i i i i I I E s 1 i i i I I . i I ii,, -ro SYSTEM 1 CENTRAL RESIDENTIAL RISER MANIFOLD WITH I'/2' FLOW SV11TCH, GAUGE, AND I' DRAIN VALVE. 1',' VIILKIHS MODEL q5OXLOSY DOUBLE CHECK VALVE ASSEMBLY (OR UL,FM APPV'D E0JAL) 9 O THRD, BUTTER BALL VALVE r --_- -------- _- VIITH TAMPER SNITCH. (WIRED BY THE E.C.) HYDRAULIC PLACARD AND EMERGENCY/SERVICE Elkhcrt 141 li' FDC O i yl l INFORMATION. GALV. SCR'D RED 2' TO I%. { O { OUT MALL I' GALV. VIITH I" GALV I '15' VI1TH Ixk,' MALE ADAPTED. IIL WITH %' ORIFICE SAV,lN SPRINKLER. { { (INSPECTOR'S TEST IN ACCORDANCE I O KITH NFPA 13R.) SPARE HEAD CABINET ' WITH HEAD VIRENCHE5. 3 O 48"HIGH x 18' 1-11DE ACCESS DOOR, t III Jrf ; COLOR TO MATCH EXTERIOR FINISH -1__-�..__---.--_J WALL STUD TO SUPPLY M 2" GALV TYP. BLDG. RISER NTs ACCESS PANEL RISER UXAT01 TYPE II NTS �G.___..L..L��� _�_•,� SLAB ' ~ TYPE 2 - FIRST FLOOR PLAID ._ FIRE PROTECTION SCALE: 3/32"= V-0" BOTTOf 1 OF WOOD JOIST 2x4 V,10' D STUD <t12xIY,, HARDENED HEX HEAD SELF :�'' •��/i �/ �/'' //// �- � l `��// THREADING SCREVI CPVC FIRE SPRINKLER ' LINE (3/4' - 2') TOLCO 4122 CPVC FIRE SPRINKLER F}. PIPE STRAP LINE (3/4' - 2') 012xl/ 4' HARDENED HEX HEAD SELF it TOLCO 423 �__ 3 THREADING SCREFI { PIPE STRAP ---� GENERAL NOTES I. The Sprinkler System is designed in accordance with the recpircrnents of NFPA-13 R, IcFIG . 2. PROJECT: IIJESTLAKE APT'S. S. All rnatcrial shall be UL Listed. 4 1"-2" Pipe to be CPVC with CPVC fittings 6. All work to be tested at 200 PSI for 2 Hours. Test to be witnessed by Fire Inspector. Call 24 hours in advance to 5chcdulc test. 7. Hangers to be per Details on drawings. Hangers to be spaced in accordance with NFPA-13 R rccpirements. 8• Cap to be provided at the end of each main for flushing purposes. q. Sprinkler Heads to be- as shown on legend below. fYP BLDG'S 10. Sprinkler piping to be run as shown on plan. 103 11. All control valves will have tamper switches installed. 104 operation of switch will not affect the operation of the sprinkler flow switch. ( WIRING BY OTHERS) CUT LENGTHS 12. Flow switches shall be connected to fire alarm system as an automatic indicating device with ( I^TIRING BY o-rHEPS ) 16. All electrical control and/or alarm system wiring to be provided f installed by others. HEADS ARE CALC'D IS' X 18' Po5 5'-01 Out ANY HEAD WITHIN MSTW Hanger Spacing I%' - 6-(0 Il1' - 7-0 OFF L /4 - 5-6 I° - 6-0 2" - 6-0 TYPE 2 - SEC®Nfl FLOOR PLAN - ME PROTECTION SCALE: 3/32"=1'-0" BOTTOM OF WOOD JOIST 2x4 1,100D STUD HEX HEAD SELF THREADING SCREW CPVC FIRE SPRINKLER LINE (3/4' - 24) TOLCO R22 CPVC FIRE SPRINKLER� PIPE STRAP LINE (3/4 - 2) tt12xlY4HARDENED HEX HEAD SELF PIPE STRAP TOLCO t—'� THREADING SCREW TOLCO #24 PIPE STRAP CPVC FIRE SPRINKLER LINE (3/4' - 2") 2x4 WOOD STUD n12x1Y,," HARDENED HEX HEAD SELF THREADING SCREW Design Info. Light Hazard Density ,X/XXXXX Static XX PSI Rcsid. XX PSI Flow XXXX GPM O Denotes Hyd, Node Point 117 Denotes Nyd. Rcmotc Area HEADS ARE CALC'D Q 18' X I8' ANY HEAD MUST BE WITHIN q'-0° OFF ANY MALL REVISIONS SPRINKLER SYMBOL. DESCRIPTION A Rev. per KTD Comments SYMBOL SIZE MODEL t1AKE FINISH STYLE TE'1P -FAC 3/b REG Vlking AINTE Tri-6 155 3.1 TOTAL SPRINKLERS SHOWN ON THIS SHEET GENERAL NO FES I. The Sprinkler System is designed in accordance with the recwiren-ients of NFPA-13 R, Igg6. 2. PROJECT: WESTLAKE APT'S. 3. All material shall be UL Listed. 4. 1"-2" Pipe to be CPVC with CPVC Fittings 6. All work to be tested at 200 PSI for 2 Hours. Test to be witnes5cd by Fire Inspector. Call 24 hours in advance to schedule test. 7. Hangers to be per Details on drawings. Hangers to be spaced in accordance with NFPA-13 R requirements. b. Cap to be provided at the end of each main for flushing purposes. 9. Sprinkler Heads to be as shown on legend below. 10. Sprinkler piping to be run as shown on plan. 11. All control valves will have tamper switches installed. operation of switch will not affect the operation of the sprinkler flow switch. ( I^11RING BY OTHERS) 12. Flow switches shall be connected to fire alarm system as an automatic indicating device with ( WIRING BY OTHERS ) 16. All electrical control and/or alarm systern wiring to be provided Installed by others. POS 5'-01 Out Hanger Spacing Q4' - 6-6 I'll- 7-0 /q" - 5-6 1° - 6-0 2° - 8-0 DOKUM TOTAL 3410 LA1PP RD. PHONE: 813 707-1733 123 PLANT CITY, FL. 111= r FAX: (313) 707-8838 PROJECT Westlake Apartments Sanford, EL. AUTOMATIC SPRINKLER PLAN ,23 Type 2 - 2 nd Floor Date: 03-10-2000 Scale. 3/32"=1'-0'1 Job No. Drawn By HC13 SheetNo. FP-05 � � i / � � i | � ! | ` | � . � / | � | ' | .| ! | � ` � SAMP-ORD BUILUNG OEP-r. THPAin li; I.,' A�,!Q Ac(-F.PFEL,. � lf,SUED SHALL BE C(),\, !,ijL�; rU BI-- A F0 PROCEED %vrrH AtJll-i0Rl[y TO VIOLATE. F Al.I E H' E !' A ANY OF 'rHE ()I, 't 14J. 'I C; jjy;.::;Aj. N(,Q !>lAl..L I,:!- Ok' A w,.: I'E'R W-()(ARING A CORMEC- OR Ufll--k VIUL/A IUN; Or THE CODES. RMIT P L Sp CITY V--i S'A F U R D t7 — ! - -, NNAL ,-,LQUIR80- D F G o� N Lo 0010 0 `LVIVG jtV) IV rVVL ViADMI1_- 1 "C WITH CONDUCTORS — BRE ALARM SYSTEM RISER DIAGRAM NOT TO SCALE NOTES: 1. MINIMUM CONDUIT SIZE SHALL BE 3/4". 2. FIRE ALARM CONTRACTOR SHALL SUBMIT FIRE ALARM PLANS TO THE BUILDING DEPARTMENT FOR APPROVAL WITH ORIGINAL PERMIT DOCUMENTS. PROVIDE CONDUCTOR 'TYPES AND SIZES. RACEWAY TYPES AND SIZES, EQUIPMENT LITERATURE. FLOOR PLAN — UGHTING N SCALE: 1 4 =1 —0 U2 SWITCH "e" CONTROLS FAN, SWITCH 'T' CONTROLS LIGHTS, 3U PROVIDE FIXTURE WITH EMERGENCY BATTERY PACK WITH 1100 LUMEN OUTPUT, BODINE CAT #B50. ® CONNECT TO EF. I[ 0 c NOTES 4 i 1 t f a U G C { 4 C C a i L 6 `C t .a s t c p`e Assocpper�lATES B®BEd ®Conautt ng Engineers, Inca. 150 CIRCLE DRIVE MAITLAND, FL 32751 VOICE: 407.628.0882 FAX: 407.628.7024 a HTTP:\\WWW.MAGICNET.NET\-BOBES Pr E—MAIL: BOBES®MAGICNET.NET 1 b/29/'98 KWIT Rw. No Dou own matmy ACM APARiMENfi5 5ANF0(2p, FL. DOW 3"3.0i CLUBHOU5E FLOOR (TAN 1E.01 L16HTING A G IIIIIIIIIIN E p M `H 0 HEX NOTES: 10SURGE SUPPRESSION DEVICE, 120/240VAC, SINGLE PHASE NEMA 1 ENCLOSURE. LEVITON CAT #51120. 02 (1) #3 INSULATED COPPER GROUND CONDUCTOR QA PART AND 2COONNECTO GROUND �SYSTEM PER NDEC ARTICLE S. L _0" 250. POWER RISER DIAGRAM NOT TO SCALE N FLPI SCALE: 1 4 =1 --0 (� PROVIDE 1 #6 COPPER (INSULATED GREEN) GROUND WIRE TO SERVICE ENTRANCE PANEL. COIL AND STORE 15'-0" OF WIRE AT "TTB". CONDUCTOR SHALL BE RUN IN 3/4"C. Q CONNECT EF TO LIGHT FIXTURE CIRCUIT. ® STUB —OUT 5 —0 BEYOND BUILDING. SEE POWER RISER DIAGRAM FOR CONDUIT AND WIRE SIZE. �5 (1) 3"EC (TELEPHONE) WITH PULL WIRE. STUB --UP 6" AFF AT 'TTB , STUB —OUT 5 —0 BEYOND BUILDING, l a C E F H NOTES B®BES ASSOCIATES Engineers, Inc. 150 CIRCLE DRIVE MAITLAND, FL. 32751 111KConsulting VOICE: 407.628.0882 FAX: 407.628.7024 HTTP:\\WWW.MAGICNET.NET\-80BES E—MAILL• BOBES®MAGICNET.NET A 2 VOW 13IPPNG A I 6i1w PERV 0 FUGr. BERG K®CH ARCHITECTS Orlando Zw T.m k Tmk w w Pak, FL Um (40 02t-M (.,SIt �,,.� emu• UJ�S��AK� APARTMENiS 9ANFORp, Fl. ACM n , --- Apr 10 ,„4 3"3-01 CLUBHOU5E FLOOR PLAN POWER/OYFEMS 1E.02 4 wi EEP mg F G I I I I I I I I I I I I SHUT OFF VALVE I IN VALVE BOX I 1" DOMESTIC WATER SUPPLY LINE UNDERGROUND — FOR CONTINUATION SEE CIVIL SITE PLAN I I I I I I I I I I I I I i _ I I L I I ------------ T I N FLOOR FLAN - SCALE: 1 4 =1 —0 3/4" \ �V—EWH-2 UNDER 1" DOMESTIC WATER SUPPLY HB-1 � COUNTER LINE UNDERGROUND — FOR L1 1 �— WATER SHOCK CONTINUATION SEE CIVIL SITE ^� ARRESTORS PLAN ` MS-1 1 —1 (TYPICAL) SHUT OFF VALVE 1/2 IN VALVE BOX WC_1�I I WC-1 LL=2 ` EWC-1 HB-1 I I - i I I I I I I I I I I I I I I I I I 4" SANITARY WASTE LINE 2 WAYS UNDERGROUND — FOR ��, GC - CONTINUATION SEE CIVIL SITE PLAN T r I I I I I I I I L ------------ kELOOR PLAN - sANrTARy / I 1 1/2"� / •� I / 1 1/2" 1 1 1/2" 1 1 1/2" 4" SANITARY WASTE LINE ( (� �� �2" 2" CS-1 UNDERGROUND —FOR 2 WAY L-1 CONTINUATION SEE CIVIL GCO i I— i 1 1/2" J�4VlR SITE PLAN I I UR_2 1 4" ' I L-2 i211 ( �� „ 3"FD-1 I I 2" � � 3 I I 1 1/2" 1 1/2" I 13"FD-1 41 1-1) 1 1 I I ) / i L-2 3n i i I I -- I I � 3"FD--1 4" 3" 3" WC-1 2" I WCO , &C-1 SANITARY RISER DIAGRAM NOT TO SCALE I I I I I I I I i I I vio 91 c 10 E NOTES L i a I J f J E ®Comulting Engineere, Inc. 150 CIRCLE DRIVE MAITLAND. FL 32731 ; VOICE: 407.628.0882 FAX: 407.628.7024 NTTP:\\WWW.MAGICNET.NE'1'\-8O8ES E-MAIL: B00ESAMAOICNET.NET k 2 1/09/98 �(®®INCH --- Q I b11w PERMIT Rw. No Dab Iwo ll el, FUGT FBERG K®CH ARCHITECTS Orlando Zm To" TM% www po k. FL um (wo on -ON ch 7 �, UJE51AKE APARIMENT5 SANFORP, FL6� _. a a ,4BJ'' 3643-01 FOOL CABANA FLOOR PLAN PLUMBIN(� 2P.01 1 p A C SUSPEND FROM STRUCTURE OR SLAB WITH 1/4" DTEEL ROD r— FLEXIBLE CONNECTION TRANSITION BACKDRAFT DAMPER INSULATED HOUSING �- CEILING EXHAUST GRILLE (METAL) CEILING MOUNTED EXHAUST FAN DETAIL NOT TO SCALE MYLAR REINFORCED FACTORY INSULATED (1" THICK) FLEXIBLE DUCT FOR SIZE AS NOTED ON PLANS, MAXIMUM LENGTH IS - SCRAP SUPPORT /cw�r_ 8'-0" CAULK & SEAL AT BOTH rl DIFFUSER NECK AND FLEXIBLE DUCT CONNECTION. TIGHTEN WITH STRAP. PROVIDE 5 PIECE ROUND RIGID DUCT CONNECTION. SIZE TO MATCH DIFFUSER NECK. FIELD INSULATE THE DUCT CONNECTION INSULATE ELBOW AND TOP OF STRAP OR DIFFUSER WITH 2" THICK DRAW BAND FIBERGLASS BLANKET. PULL SLEEVE DUCT TIGHT WITH C.D. NECK AND - EXPOSED SCREWS TO MAKE AIR CEILING TEE TIGHT NOT TO SCALE nnr.ino�rr nnvc� CONDENSATE DRY_ _WELL DETAIL NOT TO SCALE REGULAR CEILING PANEL FLEXIBLE WATER - TIGHT CONDUIT TO CONDENSING UNIT HARD TUBING SOFT TUBING (TYPICAL BOTH ENDS) CONTROL WIRING J CONDUIT CONTROL CONDUIT (TYPICAL ROTH FNDSI 45 DEGREE ELBOW -� PVC CONDUIT (SCH 40 WITH SOLVENT WELDED JOINTS) RUN UNDER SLAB. SEE PLAN FOR SUPPLY AIR DUCT WITH FLEXIBLE CONNECTOR 0 TRANSITION AS REQUIRED LOCATE AIR HANDLING UNIT WITHIN SPACE TO ALLOW FOR FULL ACCESS TO BLOWER COILS MOUNT AIR HANDLING UNIT ON SUPPORT PLATFORM AIR HANDLING UNIT SUPPORT PLATFORM (SEE DETAIL) )UCT RETURN AIR TO R.A. OPENING JNDERNEATH UNIT SOMODE PADS ;ONDESATE TRAP VERTICAL AIR HANDLING UNIT MOUNTING DETAIL NOT TO SCALE AIR COOLED CONDENSING UNIT - MAINTAIN MINIMUM 3'-0" CLEARANCE ON ALL SIDES 4" CONCRETE PAD - MINIMUM 4" LARGER THAN CONDENSING UNIT ON ALL SIDES REFRIGERANT PIPING FROM AIR HANDLING UNIT -WRAP WITH 1 1/2" RUBATEX INSULATION PVC CONDUIT UNDERGROUND TO AIR HANDLING UNIT- USE LONG SWEEP ELBOWS- SEAL OUTLET AIR TIGHT AND WATER TIGHT MOUNTING DETAIL INTERIOR -SLEEVE SEAL SEAL WITH POLY FOAM (TYPICAL BOTH ENDS) REFRIG. LINES (TYPICAL BOTH ENDS) 90 DEGREE LONG RADIUS ELBOW LOCATION. (SIZE OF CONDUIT NQ SHALL PERMIT INSTALLATION OF 1. SLEEVES FOR CONDUITS SHALL BE CAST INTO FOUNDATION WALL POUR PIPING WITH INSULATION AND COORDINATE SIZES REQUIRED AND LOCATIONS WITH CONTRACTORS OF OTHER CONTROL WIRING CONDUIT) DIVISIONS PRIOR TO INSTALLATION. PIPE QUASE SIZES SUCTION PIPE SIZE PVC REFRIGERANT PIPE CHASE SIZE 5/8" TO 1 5/8" 4" 1 7/8" TO 2 5/8" 6" 3 1/8" TO 4 1/8" 8" 2. CONDUITS WHICH MUST PASS BELOW STRUCTURAL FOUNDATIONS SHALL HAVE MINIMUM 6" FINE GRAVEL AROUND PERIMETER 2'-0" TO EITHER SIDE OF STRUCTURE - FIRMLY TAMPED. 3. ALL BACKFILLING SHALL BE FIRMLY TAMPED, PRIOR TO LANDSCAPE WORK. EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH DIVISION 15 SPECIFICATIONS. 4, ALL EXPOSED PIPING (INTERIOR AND EXTERIOR) SHALL BE WRAPPED WITH AN ALUMINUM JACKET. REFRIGERANT PIPING CONDUIT DETAIL NOT TO SCALE C \ CG1�D POR (�j� ill \ ----------�� I - j II I O 2 CD-1 a �_ 291 CFM EA - { 10"o 10"o I i � _ G AT W. O '---i-- RG-1 f 700 r-� C 0 n \i I I I I I O I I I I I I I � I I I 100 EXHAUST DUCT UP TO J ROOF JACK I O (TYPICAL OF 2) - -�-- - WOMEN I I I I \ I I I CU-1 I 4" PVC I --- I I �CONDUIIj I EF-1 I~ :r_____VD < I I I 6x4 _r CONDENSATE I I I __. -- ~ VD AHU--1 DRYWELL ~� SET D MP- R ------FOR 6 CFM 2.,(� i I I `_ NQIWj - -- I I I I I I I I I O — O ► i I I I I I GO P H I I N FLOOR PLAN HVAC SCALE: 1 4 =1 70 AIR HANDLING UNIT SCHEDULE FAN DATA DX. COOLING COIL DATA ELECTRIC HEATING COIL FILTER DATA E,F.F. UNIT NUMBER NUMBER LOCATION AREA SERVED OtAIR1DE CFM MIN. �T7OAT�AG IN' W.G. MINEAX(T. IW WFG. OUTLET F.P.M. RPM BHP HP ENT. DB WB LVGFAIR DB WB M` BH SENS MBH TOT. F'PJ FACE AREA No. ROWS IN C W.G. AIR 'F �y AIR 'F KW. VOLTS PHASE CYCLES CONTROLS � CLEAN W.G. SIZE EER. MANUFACTURER/MODEL AHU-1 MAINTENANCE GREAT ROOM 60 582 - - .75 - - - - - - 1/3 1 75.2 1 65.0 56.5 155,0 12,8 19,1 15 3.11 2 - - 70 94 8 230 1 60 PROGRAMABLE T-STAT DISP. - - 15x20x1 11.0 LENNOX CB29M-31 CONDENSING UNIT SCHEDULE UNfT NUMBER BTU HR AT I A, CONDITION E E R L,RA RLA ELECTRICAL MCA FUSE VOLTS PHASE CYCLE MANUFACTURER/MODEL CU-1 13,100 11.0 48.3 7.9 11.0 15 208/230 1 60 LENNOX 10 AC818 FAN SCHEDULE NUMBER PERFORMANCE DATA CFM SP RPM SONES BHP CONSTRUCTION DATA FAN TYPE CLASSI ROT DISCH MOTOR DATA HP WATTSISTTYAPRFTVOLTS ELECTRICAL PHASE CYC MANUFACTURER/MODEL EF-1 144 .25" - - 1030 4.8 - CABINET FAN - - - - - - - - 115 - 115 1 60 LOREN COOK LITTLE GEM III EF-2 84 .25" - - 1070 4.2 - - CABINET FAN - - - - - - 60 - - 115 1 60 LOREN COOK LITTLE GEM II NOTES: 1. PROVIDE SOLID STATE SPEED CONTROL. 2. PROVIDE ROOF JACK. 3. CONNECT TO LIGHT SWITCH. DIFFUSER SCHEDULE UNIT NUMBER SERVICE MOUNT NECK SIZE C.F.M. RANGE N.C. MAX MAX. IN.W.G. PATTERN DAMPER FINISH SURFACE PANEL CONSTRUCTION MANUFACTURER/MODEL CD-1 LAY -IN CLG 10"0 276-375 20 0.10 4-WAY NO WHITE 2424 ALUMINUM TITUS TMS-AA AIR GRILLE SCHEDULE UNIT NUMBER SERVICE MOUNT C.F.M.IZE RNE L'X H N.C. FRAME MAX P.D. IN W.G. DAMPER S DX ON CONSTRUCTION FINISH MANUFACTURER MODEL / EG-1 EXH/RET CLG 50-90 8x4 - - SURFACE 0.016 NO 1/2" ALUMINUM WHITE TITUS 355 ZFL EG-2 EXH/RET CLG 131-230 10x8 - - SURFACE 0.016 NO 1 /2" ALUMINUM WHITE TITUS 355 ZFL RG-1 EXH/RET CLG 676-800 22x12 12 SURFACE 0.016 NO 1/2" ALUMINUM WHITE TITUS 355 ZFL L-1 AIR INTAKE EAVE - - -- -- -- -- -- -- -- -- TITUS 355 ZFL k -- --- -.--------- - PAINT FLAT BLACK INSIDE OF DUCTS BEHIND GRILLES PROVIDE DUCT COLLAR WITH ALL GRILLES *INSECT SCREEN HVAC SYMBOL LEGEND 24Xl2 DUCT - FI T DIM. IS SIDE SEEN OR HORIZ. S TEMPERATURE SENSOR DUCT ELBOW DOWN 9 THERMOSTAT DUCT ELBOW UP SO DUCT MOUNTED SMOKE DETECTOR SA' rzz;;q DUCT SUPPLY AIR AC AIR CONDITIONER RA EA OA DUCT - RETURN EXHAUST OR OUTSIDE AIR mu AIR HANDLING UNIT r" 1 ELBOW W/TURNING VANES AFF ABOVE FINISHED FLOOR w---- TAKE -OFF W/EXTRACTOR BDD BACKDRAFT DAMPER rf DUCT UP TO UNIT ABOVE COND CONDENSATE FLEX. DUCT CONNECTOR CU CONDENSING UNIT s FLEX. DUCT/FLEX. CONN. HVAC HEATING, VENTILATING & AIR CONDITIONING SUPPLY AIR TERMINAL ARROW INDICATE THROW OA OUTSIDE AIR RETURN OR EXHAUST AIR RA RETURN AIR AD - AUTO DAMPER SA SUPPLY AIR --{'J4-- BALL/BUTTERFLY VALVE SD SPUTTER DAMPER W/ WITH 0 0 C 0 NOTES BOBEjS� ASSOCIATES Consulting Engineers, Inc.ers, d ® 150 CIRCLE DRIVE MAITLAND, FL 32751 OLVOICE: 407.628.0882 FAX: 407.628.7024 HTTP:\\WWW.MAOICNET.NET\-ROBES E-MAIL' BOBESOMAGICNET.NET A Q Z 1/03M 51PE) 4 --__-- I 6/19/'98 — — RW. No Dots We" HktWy FUGLEBERG KOCH ARCHITECTS Orlando 2W Ton* Troll, VkAw Park, R a2 N (40 WO -OW jIn lUE516.AKE APARTMENT5 SANFORp, FL ACM a J93 '— " 6 n4 3643-01 POOL CABANA FLOOR PLAN HVAG 2M.01 A wi G F G ME /�- - - - — — — — — — — — — -- X - - - - -- - ---___------\� —i— I I I I I I PTO "FACP" IN CLUBHOUSE SEE FIRE ALARM RISER i DIAGRAM T- i I i ---------------- ---------------- --- -- ----_ N FLOOR PLAN - POWER SCALE: 1 4 =1 -0 EMERGENCY POWER SHUT- --\ I OFF PUSH-BUTTON �.`❑1 1 PNL "MAINT. • � PC" ROOM MENS I ••, ER F F GREAT WOMENS MET ROOM BY DIV 16 —/ 1 \—1 1/2"C-3#1, 1#6 GND WATER PIPE HEX NOTES: (1 SURGE SUPPRESSION DEVICE, 120/24OVAC, SINGLE PHASE NEMA 1 ENCLOSURE. LEVITON CAT #51120, 0(1) #6 INSULATED COPPER GROUND CONDUCTOR Q(2) 3/4"Ox2O'-O" COPPER CLAD GROUND RODS. INSTALL 20'-0" APART AND CONNECT GROUND SYSTEM PER NEC ARTICLE 250. POWER_ RISER_ DIAGRAM NOT TO SCALE MAINT. I ROOM GREAT ROOM PROVIDE SURGE SUPRESSION IN FATC FOR CONDUCTORS ENTERING/LEAVING FATC `--1 "C WITH CONDUCTORS TO "FACP" IN CLUBHOUSE FIRE ALARM RISER DIAGRAM NOT TO SCALE F I I I I I I I I I I I I I I — r I N FLOOR PLAN - L.IGH11NG SCALE: 1 4 =1 -0 HEX NOTES: �1 "b" SWITCH CONTROLS FAN; "c" SWITCH CONTROLS LIGHTS, Q EXACT LOCATION TO BE DETERMINED IN FIELD PRIOR TO ROUGH -IN. Q3 STUB -OUT 5'-0" BEYOND BUILDING. SEE POWER RISER DIAGRAM FOR CONDUIT AND WIRE SIZE. ® (1) 3" EC (TELEPHONE) WITH PULL WIRE. STUB -UP 6" AFF AT 'TTB", STUB -OUT 5'-0" BEYOND BUILDING. �5 4'x4'x3/4" PLYWOOD BACKBOARD, PAINTED WITH (2) COATS OF FIRE RETARDANT PAINT. GRAY IN COLOR. Q PROVIDE 1#6 COPPER (INSULATED GREEN) GROUND WIRE TO SERVICE ENTRANCE PANEL, COIL AND STORE 15'-0" OF WIRE AT 'TTS". CONDUCTOR SHALL BE RUN IN 3/4"C. 0 1A C r❑ E p 4 NOTES BORES ASSOCIATES ®Consulting .E'ngineers, Inc. 150 CIRCLE DRIVE MAITLAND, FL 32751 VOICE: 407.628.0882 FAX: 407.628.7024 HTTP:\\WWW.MAGICNET.NE1\w8O8ES E-MAIL: BOBESAMAOICNET.NET Q 2 1/MM 13IDDINC, Q I 6119/98 PeeMIT Rw. No Daa "m HWtuy FUGLEHERG KOCH ARCHITECT'S Orlando 2666 Tan* TA WWW Pak FL 37M (407) W-OW lUE51AKE APAR1MENi5 SANFORq, FL ACM a op� _1w 3"3-01 POOL CABANA FLOOR PLAN ELECTRICAL 2E.01 0 c M G F e c� CP 3 -p 0 0 w 43 E 0 z c.� s ca ca Q 12 c C L H NOTES J J J J i t BOBE5 ASS®CIATES Consulting Engzneere, Inc. 150 CIRCLE DRIVE MAITWD, FL 32751 VOICE: 407.628.0882 FAX: 407.628.7024 HTTP:\\WWW.MAGICNET.NE1\-ROBES E—MAIL: BOBESOMAGICNET.NET Q Q 2 1/03M BIPE)Ws tt v. No Doe. "w ► dwy 41 FUGLEBERG LOCH ARCHITECTS Orlando MO Twr* TraA, WvW Park, FL WN (40 eU-cIQOa lU�ST�AK� Vt. ,� APARTMENTS P, '�D — SANFORp, Fl. a, 6i19FJB �„ X43-01 ELECTRICAL 5GHE1)ULF5/ NOTE5 F,001 AND 5iMB0L3 C E -T 42' we 18" M TH HEEL PR IIVII 11\IIY1l.1\ VVIYIYII..IIVIY FLOOR DMN DETAIL (F D-1 NOT TO SCALE TRAP PRIMER WATER SUPPLY PIPING TO FREQUENTLY USED FIXTURE 1/2" SOFT COPPER FD-� FINISHED FL00 q a o. PLUMBING SYMBOL LEGEND BELOW RFLOORTE LINE — HB--- HOSE BIBB EWH ELECTRIC WATER HEATER "�`��® SANITARY WASTE LINE— ABOVE FLOOR """"'"'—"' BALL VALVE EWC ELECTRIC WATER COOLER — — — — — — SANITARY VENT LINE ----IOH--- CHECK VALVE FL FLOOR DOMESTIC COLD WATER INLINE PUMP HD HUB DRAIN ---• �- — -- DOMESTIC HOT WATER UNION KS KITCHEN SINK DOMESTIC HOT WATER RECIRCULATED TEMP. & PRESSURE RELIEF VALVE LAV, L LAVATORY -- G --- GAS 00 WC PLUMBING FIXTURE SYMBOL &MARK MS MOP SINK �, ,� SG �, e STORM DRAIN - BELOW FLOOR WATER ARRESTOR NIC NOT IN CONTRACT LSD STORM DRAIN - ABOVE FLOOR POINT OF CONNECTION 10 NEW, EXIST SS SERVICE SINK — COND CONDENSATE DRAIN BALANCING VALVE UR URINAL 0-------- PIPE ELBOW UP AFF ABOVE FINISHED FLOOR WC WATER CLOSET C PIPE ELBOW DOWN CLG CEILING W/ WITH WCO *--- WALL CLEANOUT FS FLOOR SINK FCO 0- — FLOOR CLEANOUT CS COUNTER SINK GCO O- GROUND CLEANOUT CW COLD WATER VTR 0— — — VENT THRU ROOF DISP DISPOSER RD QO ROOF DRAIN DN DOWN FD 0 FLOOR DRAIN DF DRINKING FOUNTAIN TRAP PRIMER CONNECTION � R� FD TRAP TRAP SEAL FULL PREVENTS PASSAGE OF FUMES AND VERMIN 'TRAP PRIMER PIPING DETAIL NOT TO SCALE GARBAGE DISPOSAL 3" C.U. PLUG 2" VENT CHROME PLATED ESCUTCHEON PLATE AT WALL a �- 3" WASTE PIPE DN. WITH 3" W.C.O. r�YRASS C.O. PLUG NIBCO #884 TRAP ABOVE THE FLOOR P&T R 3"x3"x2" DWV FITTING TEE NIBCO RUN F #811-16 INSTALL C.O. PLUG ON TOP (COPP GARBAGE DI WAW_ STE AIL TO SF OF 8( NOT TO SCALE MOP HANGER - FINISHED WALL 30" HOSI o o L1 0 SERVICE FAUCET WITH VACUUM BREAKER AND VANDAL PROOF FLOW CONTROL G.E. WHITE SILICONE II SEALANT 24))— CORNER TYPE SERVICE SINK W/ RADIUS CORNERS �--- RIM GUARD PLUMBING FIXTURE CONNECTION SCHEDULE SYMBOL DESCRIPTION CW HW WASTE VENT REMARKS WC-1 WATER CLOSET 1/2" - - 3" 2" HANDICAP UR-1 URINAL 3/4" - - 2" 1 1/2" HANDICAP L-1 LAVATORY 1/2" 1/2" 1 1/2" 1 1/4" WALL HUNG L-2 LAVATORY 1/2" 1/2" 1 1/2" 1 1/4" HANDICAP EWC-1 ELECTRIC WATER COOLER 1/2" - - 1 1/4" 1 1/4" HANDICAP MS-1 MOP SINK 1/2" 1/2" 31) 1 1/2" - -- - HB-1 HOSE BIBB 1/2" - - - - - - RECESSED CS-1 COUNTER SINK 1/2" 1/2" 1 1/2" 1 1/4- - _ _ CS-2 COUNTER SINK 1/2" 1/2" 1 1/2" 1 1/4" - - - COLD WATER HOT WATER -- --.� 22" HEAT TRAP � I 'ATER HEATEI VACUUM BREAKER RELIEF VALVE (TEMP. & PRESS.) HOSE BIB 18" AFF UNION (TYPICAL) CTRIC WATER HEATER GALLON STORAGE 3.0 KW ELEMENTS 240V, 10, 60 CYCLES :HINVAR MODEL ETAO30—HH 'EAR WARRANTY 3/4" WATER HEATER DRAIN — ATER PAN GALVANIZED METAL 18 GAUGE MIN) JE WATER HEATER SUPPORT BASE SEE DETAIL TO MATCH 2" X 2" X 1/4" PAN SIZE LENGTH REQUIRED �v1 3/4" OUTDOOR TYPE PLYWOOD TO MATCH PAN SIZE ,TER 4" X 4" X 1/8" PLATE WELDED TO LEGS (TYPICAL OF 4) PLUMBING GENERAL NOTES PLUMBING FIXTURE SCHEDULE 1. ALL WORK SHALL CONFORM WITH SBCCI STANDARD PLUMBING CODE 1994 WC-1 HANDICAP WATER CLOSET: FLOOR MOUNTED, FLUSH 'TANK, SIPHON JET, WATER EDITION AND THE CITY OF SANFORD BUILDING DEPARTMENT REQUIREMENTS, SAVER 1.6 GPF, ELONGATED, WHITE VITREOUS CHINA, 18" HIGH FOR HANDICAPPED, WHITE OPEN FRONT SEAT, SUPPLY WITH STOP. AMERICAN 2. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXACT STANDARD "CADET" 2108.408. CHURCH #9400KC SEAT. ADA APPROVED HANDICAP LOCATIONS OF UTILITIES IN FIELD. ACCESSIBLE. 3. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL UR-1 HANDICAP URINAL: WALL HUNG, TOP SPUD WATER CONSERVING 1.0 GPF,FLUSH EXISTING BUILDING CONDITIONS. VALVE, WASHOUT, WHITE VITREOUS CHINA, FLOOR MOUNTED CARRIER. AMERICAN STANDARD "WASHBROOK" 6501.010. ZURN Z-6003XL—WS1 EXPOSED 4. COORDINATE WORK WITH ALL OTHER TRADES TO AVOID INTERFERENCES. FLUSH VALVE, ZURN ZR-1222 CARRIER. MOUNT AT ADA APPROVED HANDICAP ACCESSIBLE HEIGHT. 5. INSTALL ALL WATER, WASTE AND VENT PIPING IN ACCORDANCE WITH ALL APPLICABLE CODES. L-1 LAVATORY: 20" X 18" WALL HUNG, WHITE VITREOUS CHINA, FLOOR MOUNTED CARRIER, SINGLE LEVER CENTERSET FAUCET WITH POP-UP WASTE, BRASS P- 6. SOIL, WASTE AND VENT PIPING SHALL BE CAST IRON WITH "NO -HUB" TRAP, SUPPLIES WITH STOP. AMERICAN STANDARD "LUCERNE" 0355.012, 2000.101 CONNECTIONS OR PVC WITH DMW FITTINGS WHERE ALLOWED BY CODE. FAUCET. 7. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING L-2 HANDICAP LAVATORY: 20" X 18" WALL HUNG, WHITE VITREOUS CHINA, FLOOR HEIGHTS OF ALL PLUMBING FIXTURES. MOUNTED CARRIER, SINGLE LEVER CENTERSET FAUCET WITH FLAT GRID STRAINER, BRASS P—TRAP, SUPPLIES WITH STOP. INSULATE HOT WATER AND 8. ALL EXPOSED PIPING AT PLUMBING FIXTURES SHALL BE CHROME PLATED WASTE PIPING BELOW LAVATORY. AMERICAN STANDARD LUCERNE" 0355.012, BRASS WITH ESCUTCHEON PLATES AT THE WALL, FLOOR OR CEILING 2000.101 FAUCET. PENETRATIONS. CS-1 COUNTER SINK: 19" X 22" SINGLE BOWL, 18 GAUGE TYPE 304 STAINLESS STEEL, 9. COLD WATER AND HOT WATER PIPING SHALL BE TYPE "L" HARD COPPER, COUNTER MOUNTED, SELF RIMMING, SINGLE HANDLE FAUCET, CRUMB CUP STRAINER, SUPPLIES WITH STOP, BRASS P-TRAP. ELKAY "LUSTERTONE" LR-1922, 10. INSULATE ALL HOT WATER PIPING WITH 1-1/2" FIBERGLASS WITH FOIL LKA-4160 FAUCET, LK-35 STRAINER, T & S BRASS B-1305 SUPPLIES, KOHLER K- JACKETING. INSULATE ALL HOT WATER AND WASTE PIPING BELOW 9000 P-TRAP. HANDICAPPED LAVATORIES WITH TRAP WRAP. CS-2 COUNTER SINK: 33" X 22" DOUBLE BOWL, 18 GAUGE TYPE 304 STAINLESS STEEL, 11. ALL PIPING SHALL BE FIRMLY ANCHORED AND SUPPORTED TO PREVENT SWAY COUNTER MOUNTED, SELF RIMMING, DUAL HANDLE FAUCET WITH SWING AND VIBRATION THE ENTIRE LENGTH. SPOUT AND SPRAY, CRUMB CUP STRAINER, SUPPLIES WITH STOP, BRASS P-TRAP. ELKAY "LUSTERTONE" LR-3322, LK-4160 FAUCET, LK-35 STRAINER, T & S BRASS B-- 12. CONTRACTOR SHALL FURNISH AND INSTALL WATER SHOCK ARRESTERS EQUAL 1305 SUPPLIES, KOHLER K-9000 P-TRAP. TO ZURN SHOKTROL AS SHOWN ON PLANS AND AS PER MANUFACTURER'S RECOMMENDATIONS. AIR CHAMBERS SHALL NOT BE SUBSTITUTED FOR DISPOSER: SINK MOUNTED, STAINLESS STEEL IMPELLERS AND GRIND FACTORY FABRICATED WATER SHOCK ARRECTORS, COMPONENTS, INSULATED, c HP, 1725 RPM, 115 VOLT, 1 PHASE, 60 CYCLE. ELKAY CENTURY LKD-100. 13. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMER CONNECTIONS AND SHALL BE SUPPLIED FROM AUTOMATIC TRAP PRIMERS CONNECT TO THE NEAREST SINK. EWC-1 ELECTRIC WATER COOLER: WALL HUNG, HI -LOW, HANDICAP ACCESSIBLE, RUN 1/4" SOFT COPPER TUBING FROM TRAP PRIMERS TO FLOOR DRAIN TRAP STAINLESS STEEL, FRONT PUSH BARS, SUPPLY WITH STOP, BRASS P-TRAP, 8.0 PRIMER CONNECTION. TRAP PRIMERS SHALL BE EQUAL TO ZURN SANI-GUARD" GPH OF 50 DEGREE WATER, 1/5 HP COMPRESSOR, 5.4 FLA 115V, 1 PHASE, 60 MODEL Z-1022. CYCLE. HALSEY TAYLOR HAC86L-Q. 14. FURNISH AND INSTALL A TIME CLOCK FOR THE WATER HEATER EWH--1. FD-1 FLOOR DRAIN: CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP, ADJUSTABLE TYPE B NICKEL BRONZE 15. ALL WATER PIPING SHALL BE SLOPED TO DRAIN. STRAINER, TRAP PRIMER CONNECTION, ZURN Z- 415-P. 16. ALL SOIL, WASTE, AND VENT PIPING SHALL BE SLOPED 1/4" PER FOOT MINIMUM. MS-1 MOP SINK: 24" X 24" X 12" MOLDED STONE, FLOOR MOUNTED, WITH WALLMOUNTED FAUCET WITH 3/4" HOSE THREAD SPOUT, INTEGRAL STOPS, WALL 17. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR METALS. BRACKET, PAIL HOOK AND VACUUM BREAKER, HOSE AND HOSE BRACKET, MOPHANGER, STAINLESS STEEL FLAT STRAINER AND STAINLESS STEEL EDGE GUARD. FIAT MSB-2424, 830-AA FAUCET, 832-AA HOSE AND BRACKET, 889-CC MOP HANGER, 1452-BB STRAINER. HB-1 HOSE BIBB: WALL MOUNTED, BRASS. CHROME PLATED, VACUUM BREAKER, 3/4" HOSE THREAD SPOUT. WOODFORD MODEL 24. WATER ARRESTOR EQUAL TO ZURN SHOCKTROL MODEL Z-1700, 65 PSI MAX. RATING. MAXIMUM PIPING LENGTH COVERED BY ONE ARRESTOR SHALL BE 20 LINEAR FT. FINISHED WALL � TYPE "A"=11 FU MAX; TYPE "B"=30FU MAX; TYPE "C"=60FU MAX. 1/2" FLANGED FEMALE INLETH.B., & 1/2 HOSE THREAD ON OUTLET, ALL WATER ARRESTORS SHALL BE TYPE "A" UNLESS OTHERWISE SHOWN. ROUGH CHROMIUM PLATED W/ VACUUM 'ABLE HANDLE BREAKER. SEE PLUMBING WCU WALL CLEANOUTS: EQUAL EQUALT 0: T EQUIPMENT SCHEDULE. ALL AREAS: ZURN, FCO FLOOR CLEANOUTS: EQUAL TO: --- FINISHED AREAS: ZURN, ZN-1400 CARPETED AREAS: ZURN, ZN-1400-CM UNFINISHED AREAS: ZURN, Z-1400 TILE AREAS: ZURN, ZN-1400-T 1/2" C.W. SUPPLY GCO GRADE CLEAN OUTS: EQUAL TO: ALL AREAS: ZURN Z-1449 --- 1/2" CHROMIUM PLATED/VANDAL PROOF VACUUM BREAKER. SEE PLUMBING EQUIPMENT SCHEDULE. STANDARD FRAME- AND COVER `-� FINISH ODAflc HOSE BIBB DETAIL (HB-1) NOT TO SCALE 3/4" PRESSURE RELIEF CONNECTION TO DISCHARGE OUTSIDE 1/2" H.W. WALL MOUNTED INSTANT FLOW WATER HEATER TACLE NOTE• nu\nvv POINT OF CONNECTION WATER HEATER. TANK CONSTRUCTION SOLID COPPER. ELEMENT CHROMALOX CARTRIDGE TYPE. 2 1/2 GALLONS. 1500 WATTS MODEL W-152 I.S.E. LOCATE HEATER BELOW COUNTER OR SINK, POINT OF _CONNECTION INSTANT PLOW WATER HEATER NOT TO SCALE �III�� r� I Im 11= II=1 q - -� d 8" WYE ' i 6" SANITARY f SEWER GROUND CLEANOUT DETAIL NOT TO SCALE C'rAAInAnn rMA\Ir TWO WAY GROUND CLEANOUT DETAIL NOT TO SCALE SANITARY VER 1A 0 3 NOTES 1 i 3 P f 'u 1 BOBES ASSOCIATES = S Consulting Engineers, Inc. 150 CIRCLE DRIVE MAITLAND, FL 32751 a VOICE: 407.628.0882 FAX: 407.628.7024 a HTTP \\WWW.MAGICNET.NET\-BORES E—MAIL: BOBES®MAGICNET.NET — It — 2 1/OWW 13IdDING Q I (Orr 8 PEWIT Rw. No Doa IMw HI�Cory FUGLEBERG KOCH ARCHITECTS Orlando 2W TwnpM Trok Wk*w Park. FL 3rM (4051) 0U-10M LUESTLAKE APARTMENTS SANFORp, PL -- -�. `� 6 _ ^°+ 3643-lDI — PLUMBIN6 NOTE5, 5GHEDULE5 AND DETAIL5 F02 0 0 _o i V) E U z 0 G NI DIVISION 15 - MECHANICAL SECTION 15010 -- GENERAL PROVISIONS FOR MECHANICAL WORK PART 1 - GENERAL 1.01 This section covers the general arrangement of the mechanical systems and related items to complete the work as shown on the drawings and as specified herein. All applicable provisions of the General Conditions, Supplemental General Conditions and Special Conditions are hereby made a part of this Section. 1.02 The work shall include complete testing of all equipment and piping at the completion of the work and making any minor connection changes or adjustments necessary for the proper functioning of the system and equipment. 1.03 Work under this section shall conform to all governing codes, ordinances and regulations of the City, County and State. 1.04 The Contractor shall be responsible for all errors in fabrication, for the correct fitting, installation and erection of the various mechanical systems as shown on the drawings. 1.05 CODES, RULES, PERMITS, FEES, INSPECTION, REGULATIONS, ETC. A. The mechanical contractor shall give all necessary notices, obtain and pay for all permits, government sales taxes, inspections and other costs including all utility connections, meters, meter settings, taps, tap fees, extensions, etc, in connection with his work; file all necessary plans, prepare all documents and obtain all necessary approvals of all governmental departments and or the appropriate municipality of utility company having jurisdiction, whether indicated, specified or not. He shall also obtain all required certificates of inspection for his work and deliver some to the architect before request for acceptance and final payment for the work. Ignorance of codes, rules, regulations, laws, etc. shall not render the mechanical contractor irresponsible for compliance. Each contractor shall also be versed in all codes, rules and regulations pertinent to his part of the work prior to submission of a proposal. B. Each mechanical contractor shall include in his work, without extra cost to the owner, any labor, materials, services, apparatus or drawings in order to comply with all applicable laws, ordinances, rules and regulations, whether or not shown on the drawings and/or specified. C. All materials furnished and ail work installed shall comply with the National Fire Codes of the National FireProtection Association, with the requirements of local utility companies and with the requirements of all governmental departments having jurisdiction. D. All materials and equipment for the electrical portion of the mechanical systems shall bear the approved label of, or shall be listed by the Underwriters Laboratories, Inc. E. All plumbing work is to be constructed and installed in accordance with plans and specifications which have been approved in their entirety and/or reflect any changes requested or required by the Standard Plumbing Codes, Standard Gas Codes and/or the Local Authority having jurisdiction. Plumbing work shall not commence until such plans have been received by the plumbing contractor. F. All heating, ventilation and air conditioning work shall be accomplished in accordance with the state or local building code and amendments thereto, the latest standards recognized by the American Society of Heating, Refrigeration and Air Conditioning Engineers and the National Fire Protection Association. G. Where minimum code requirements are exceeded in the design of the plumbing, HVAC or fire protection systems the design shall govern. H. The mechanical contractor shall ensure that his work is accomplished in accordance with OSHA Standards and that he conducts his work and the work of his personnel on this project in accordance with same. I. All work in conjunction with a natural gas installation shall, in addition to all other codes, rules, regulations, standards, etc. comply with the requirements of the local gas supplier and or municipality. J. All work relating to the handicapped shall be in accordance with regulations currently enforced by the authority having jurisdiction. K. All work in relation to domestic water systems shall, in addition to all other codes, rules, regulations and standards be in compliance with the requirements of the local water utility company. L. All work in relation to the installation of sanitary or storm sewers shall, in addition to all other codes, rules, regulations and standards, be in compliance with the local agency governing such installations. PART 2 - DRAWINGS AND SPECIFICATIONS 2.01 Contract drawings for work under this section are in part diagrammatic, intended to convey the scope of work and indicate the general arrangement of equipment, ducts, piping and the approximate size and location of equipment and outlets. The Contractor shall follow these drawings in laying out his work and shall verify spaces in which his work will be installed, indicating to the Architect where any conflicts or overlapping of systems occur. 2.02 Where job conditions require reasonable changes in indicated locations and arrangement, proposed departures shall be submitted with detailed drawings to the Architect for approval before any of the proposed work is commenced. All approved departures shall be made at no additional cost to the Owner. 2.03 The drawings and the specifications are intended to indicate complete and working systems, unless specifically indicated to the contrary. The work includes the furnishing, installing and connecting of a complete working installation in each case to the full extent set forth in the drawings and herein specified. The Contractor shall be responsible for the complete functioning system, unless specifically noted otherwise. 2.04 The drawings and specifications shall be considered as cooperative, work and material included in either, through not mentioned in both, shall be a part of the work to be accomplished and shall be carried out completely in as thorough a manner as if covered by both. PART 3 - EQUIPMENT DESIGN AND INSTALLATION DIVISION 15 - MECHANICAL 3.01 The design, manufacture, testing and method of installation of all SECTION 15140 - SUPPORTS AND ANCHORS apparatus and materials furnished under the requirements of these specifications shall conform to the applicable standard rules of the PART 1 - GENERAL following. Where materials are not specifically referred to, but are required, they shall meet the requirements of the applicable code. 1.01 WORK INCLUDED NEMA National Electrical Manufacturer's Assoc. A. Pipe and equipment hangers, supports, and associated UL Underwriter's Laboratories, Inc. anchors. ASME American Society of Mechanical Engineers ASTM American Society of Testing Materials 1.02 RELATED WORK: ASHRAE American Society of Heating, Refrigerating and Air A. Section 15410 -- Plumbing Piping Conditioning Engineers SBCCI Southern Building Code Congress International NFPA National Fire Protection Association PART 2 - PRODUCTS NEC National Electrical Code ARI Air Conditioning & Refrigeration Institute 2.01 PIPE HANGERS AND SUPPORTS SMACNA Sheet Metal and Air Conditioning Contractor's National Association A. Hangers for pipe sizes < to 1 x inch: Malleable iron/carbon OSHA Occupational Safety and Health Adm. steel, adjustable swivel, split ring. EPA Environmental Protection Agency State of Florida Department of Community Affairs B. Multiple or Trapeze Hangers: Steel channels with welded Energy Code Program spacers and hanger rods; cost iron roll and stand for hot pipe sizes 6 inches and over. 3.02 Unless otherwise specified, equipment and material so the sarne type and used for the some purpose, shall be products of the some C. Wall support for pipe sizes to 3 inches: cast iron hook. manufacturer. D. Wall support for pipe sizes 4 inches and over: Welded steel PART 4 - TESTS - GENERAL bracket and wrought steel clamp; adjustable steel yoke and cast iron roll for hot pipe sizes 6 inches and over. 4.01 All tests required to establish the adequacy, quality, safety, completed status and suitable operation of each system and all E. Vertical piping shall be supported in the center of each riser components thereof shall be made in the presence of and to the but not over 15 feet on centers and shall be supported at the base of the riser on a base elbow or tee with pipe stand only satisfaction of the Architect or his authorized representative and other representatives of State and local Government. All where shown on drawings. Pipe support shall be a riser instruments, labor and expert service necessary to conduct these clamp. For uninsulated brass or copper pipe or tubing, the tests shall be supplied by the Contractor; power and fuel will be riser clamp shall be compatible with nonferrous piping or shall furnished by the Owner. be electrolytically coated steel as for hangers. 4.02 The final inspection and tests are to be made only after the F. Copper pipe support: Carbon steel ring, adjustable, copper Architect is satisfied that the work described in these specifications plated. has been completely installed in accordance with the true spirit and intent of these specifications and that complete preliminary tests 2,02 HANGER RODS wee made which indicate adequacy, quality, completion and satisfactory operation. The acceptance of the work herein specified, A. Steel hanger rods: Threaded both ends, threaded one end, or shall not in any way prejudice the Owner's right to deamdn continuous threaded. replacement of defective material and/or workmanship. 2.03 INSERTS PART 5 - GUARANTEE AND SERVICE: A. Inserts: Malleable iron case of galvanized steel shell and expander plug for threaded connection with lateral 5.01 GUARANTEE: adjustment, top slot for reinforcing rods, lugs for attaching to A. All equipment shall be guaranteed for a period of one (1) year forms; size inserts to suit threaded hanger rods. from the date of acceptance, as evidenced by date of 2.04 BEAM CLAMPS certificate for final payment, against defective materials, design and workmanship. A. Beam clamps shall have malleable iron jaws, steel bolt or tie rod and nut. 5.02 SERVICE: B. C-clamps will not be permitted unless retainer is provided. A. In addition to the guarantee, the Contractor shall provide all repair and adjustment service necessary for the proper 2.05 FINISH operation of the entire system for a period of one (1) year after the system is put into operation (concurrent with the A. Prime coat exposed steel hangers and supports. Hangers Guarantee). Upon receipt of notice from the Owner's and supports located in crawl spaces, pipe shafts, and representative of failure of any part of the guaranteed suspended ceiling spaces are not considered exposed, equipment during the guarantee period, the affected part shall be replaced promptly with a new part without cost to the PART 3 - EXECUTION Owner. Upon failure to take action within 24 hours after being notified, the work will be accomplished by the Architect 3.01 INSERTS at the expense of the Contractor. A. Provide inserts for suspending hangers from reinforced PART 6 - PERMITS AND INSPECTION: concrete slabs and sides of reinforced concrete beams. 6.01 The Contractor shall secure and pay for all permits, licenses, B. Provide hooked rod to concrete reinforcement section for insurance and inspections required for the execution of the work on inserts carrying pipe over 4 inches. the project and deliver to the Architect all certificates relqated to and issued by the authorities having jurisdiction. These include a C. Where concrete slabs form finished ceiling, provide inserts to certificate of final approval from the Underwriters' Inspection be flush with slab surface. Bureau having jurisdiction, pursuant to all electrical work, a certificate of inspection and approval frorn the State Department of D. Where inserts are omitted, drill through concrete slab from Health Plumbing Inspector and/or local authorities pursuant to all below and provide thru-bolt with recessed square steel plate plumbing work. and nut recessed into and grouted flush with slab. PART 7 - CONTRACTOR FURNISHED DRAWINGS, DESCRIPTIVE 3.02 PIPE HANGERS AND SUPPORTS DATA AND MANUALS A. Support horizontal piping as follows: 7.01 SHOP DRAWINGS: A. In accordance with the General Conditions, shop drawings shall be submitted on oil units of prefabricated materials. PART 8 - DEFINITIONS 8.01 CONTRACT DOCUMENTS: A. All documents pertinent to the quality and quantity of work to be performed on the project. Includes but not limited to: plans, specifications, instructions to bidders, general and special conditions, addenda, alternates, list of materials, list of sub -contractors, unit prices, shop drawings, field orders, change orders, cost breakdown, periodical payment requests, etc. 8.02 INTENT: A. it is the intention of these specifications and all associated drawings to call for finished work, tested and ready for operation. Wherever the word "provide" Is used, it shall mean "furnish and install complete and ready for use". B. Details not usually shown or specified, but necessary for the proper installation and operation of systems, equipment, materials, etc., shall be included in the work, the some as if herein specified or indicated. END OF SECTION 15010 Single Thickness Maximum Spacing Nominal Rod of Insulation Ferrous Copper Pipe Size Diameter Shield Piping Tubing 3/4" & under 3/8" 16 gauge 6' 5' 1" 3/8" 16 gauge 7' 6' 1-1/4" 3/8" 16 gauge 8' 8' 1-1/2" & 2" 3/8" 16 gouge 9' 8' 2-1/2" & 3" 1/2„ 16 gauge 12' 8' 4" & 5" 5/8" 16 gauge 14' 5' B. Install hangers to provide minimum c inch space between finished covering and adjacent work. C. Place a hanger within 12 inches of each horizontal elbow. D. Use hangers with 1-1/2 inch minimurn vertical adjustment. E. Support horizontal cast iron pipe adjacent to each hub, with 5 feet maximum spacing between hangers. F. Support vertical piping at every other floor. Support vertical cast iron pipe at each floor at hub. G. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers. H. Support riser piping independently of connected horizontal piping. END OF SECTION 15140 SECTION 15260 - PIPING INSULATION PART 1 - GENERAL 1.01 WORK INCLUDED A. Piping insulation. B. Jackets and accessories. PART 2 - PRODUCTS 2.01 INSULATION A. Type A glass fiber insulation; ANSI/ASTM C547; "K" value of .24 at 75 degrees F; noncombustible. 2.02 JACKETS A. Interior applications: 1. Vapor Barrier Jackets: Kraft reinforced foil vapor barrier with self-sealing adhesive joints. 2. PVC Jackets: One piece, premolded type. 3. Canvas Jackets: UL listed treated cotton fabric, 6 oz/sq. yd. 2.03 ACCESSORIES A. Insulation Bands: 3/4 inch wide; 0.015 inch thick galvanized steel, stainless steel. 0.007 inch 0.18 thick aluminum. PART 3 - EXECUTION 2.01 PREPARATION A. Install materials after piping has been tested and approved. 2.02 INSTALLATION A. Install materials in accordance with manufacturer's instructions. B. Continue insulation with vapor barrier through penetrations. C. In exposed piping, locate insulation and cover seams in least visible conditions. D. On insulated piping with vapor barrier, insulate fittings, valves, unions, flanges, strainers, flexible connections, and expansion joints. E. Provide on insert, not less than 6 inches long, of same thickness and contour as adjoining insulation, between support shield and piping, but under the finish jacket, on piping 2 inches in diameter or larger, to prevent insulation from sagging at support points. Inserts shall be cork or other heavy density insulating material suitable for the planned temperature range. Factory fabricated inserts may be used. Insert shall extend around bottom 120 degrees of pipe barrel and shall be included inside vapor barrier jacket where applied. See Section 15140 for shields and hangers. F. Neatly finish insulation at supports, protrusions, and interruptions. G. Jackets: A. Indoor, concealed applications: Insulated dual - temperature pipes or pipes conveying fluids below ambient temperature shall have vapor barrier jackets, factory -applied or field -applied. Insulate fittings, joints, and valves with molded insulation of like material and thickness as adjacent pipe, and finish with glass cloth and vapor barrier adhesive. B. Indoor, exposed applications: For pipe exposed in mechanical equipment rooms or in finished spaces, insulate as for concealed applications. Finish with canvas jacket; size for finish painting. Do not use PVC jackets. PIPING PIPE SIZE INSULATION (Inch) THICKNESS (Inch) Domestic Hot Water Supply All 1/2" Chrome Plated Piping to Plumbing Fixtures None DIVISION 15 - MECHANICAL SECTION 15410 - PLUMBING PIPING PART 1 - GENERAL 1.01 WORK INCLUDED A. Pipe and pipe fittings. B. Valves C. Sanitary sewer piping system. D. Domestic water piping system. 1.02 RELATED WORK A. Section 15050 - Basic Materials and Methods B. Section 15140 - Supports and Anchors C. Section 15260 - Piping Insulation D. Section 15430 - Plumbing Specialties E. Section 15440 - Plumbing Fixtures and Equipment 1.03 QUALITY ASSURANCE A. Valves: Manufacturer's name and pressure rating marked on valve body. CONTINUED NEXT SHEET i E NOTES v s 0 Y iG `a LE a 4 E f S 4 E i B o B E s Ass oc IATEs Co mimingErty-iyeers, Inc. . 150 CIRCLE DRIVE MAiTLAND. FL 32751 ® VOICE: 407.628.0882 FAX: 407.628,7024 HTTP:\\WWW.MAGICNE'T.NEi\-BORES E-MAIL; BOBESOMAGICNET.NET 2 1/03M 131PI) G - I b/29/'98 "111' ttw. No Dab Issue History H io FUGLEBERG KOCH ARCHITECTS Orlando MW TOMW irA Wk*w Park R. 32m (407) 021"M ,2 G U E 8 0 R IU�S�LAK� APA(2TMENi5 SANFORD, FL ACM ;; - , WNW n., 3va3-�i MEdHAWCAI.. 5PECIFIG ATION5 5h' 0 0 C co Cn PART 2 -- PRODUCTS 2.01 SANITARY SEWER PIPING A.. Cast Iron Pipe: ASTM A74, service weight. Fittings, cast iron. Joints, Hub -and -spigot, CISIP HSN compression type with ASTM C564 neoprene gaskets or lead and oakum. B. Steel Pipe: ASTM A53 or A120, Schedule 40 galvanized. Fittings: Galvanized malleable cast iron drainage pattern. Joints: screwed. C. At contractor's option, and if allowed by the local authorities having jurisdiction, plastic piping may be used. D. PVC Pipe: ASTM D2665 SC40. Fittings: PVC. Joints: ASTM D2855, solvent weld. 'G L ► ' • ► M A. Copper water tube (ASTM B88) type T' above slab; type "K" below slab or below grade outside the building with wrought - copper (ASNI 816.22) or cast brass (ANSI B16.18) pressure fittings and allow grade (ANSI/ASTM B32) 95TA lead-free solder joints. B. Copper water tube below slab or grade shall be protected against corrosion by coating or wrapping with an approved inert material. Joints below slab or not allowed. C. At contractor's option, and if allowed by the local authorities having jurisdiction, plastic piping may be used. D. All plastic piping shall be rated continuous service for 100 psi working pressure at 180 degrees F. and shall comply with ASTM/NSF-pw Standards 14 and 61. E. Piping above floor slab only: CPVC-HCWD, CTS, SDR-11, rigid (ASTM D-2846) plastic pipe with solvent cement socket welded type pressure fittings. F. Piping below floor slab or below grade outside the building: CPVC sched. 80 rigid plastic pipe (ASTM F441) with Sched. 80 (ASTM F438) cement socket welded type pressure fittings. Compression and crimp -style fittings or joints below slab are not allowed. 2.03 DIELECTRIC CONNECTIONS A. Union with galvanized or plated steel threaded end, copper solder end, water impervious isolation barrier. 2.04 GLOBE VALVES AND GATE VALVES A. Up to 2 inches: Bronze body, rising stem and handwheel, inside screw, renewable composition disc, solder/screwed ends with backseating capacity. B. Over 2 inches: iron body, bonze trim, rising stem and handwheel, OS&Y, plug -type disc, flanged ends. 2.05 BALL VALVES A. Up to 2 Inches: Bronze/stainless steel body, stainless steel ball, Teflon seats and stuffing box ring, lever handle and balancing stops/solder/threaded ends/with union. B. Over 2 Inches: Cast steel body, chrome plated steel ball, Teflon seat and stuffing box seals, lever handle or gear drive handwheel for sizes 10 inches and over, flanged. 2.07 SWING CHECK VALVES A. Up to 2 Inches: Bronze 45/22 degree swing disc, solder/screwed ends. B. Over 2 Inches: Iron body, bronze trim, 45/22 degree swing disc, renewable disc and seat, flanged ends. 2.08 WATER PRESSURE REDUCING VALVES A. Up to 2 Inches: Bronze body, stainless steel and thermoplastic internal parts, fabric reinforced diaphragm, strainer, threaded/and single union/double union ends. B. Over 2 Inches: Cast iron body, bronze fitted, elastomer diaphragm and seat disc, flanged. 2.09 RELIEF VALVES A. Bronze body, Teflon seat, steel stern and springs, automatic, direct pressure actuated, capacities ASME certified and labeled. PART 3 - EXECUTION 3.01 PREPARATION A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe. B. Remove scale and dirt, on inside and outside, before assembly. C. Prepare piping connections to equipment with flanges or unions. 3.02 INSTALLATION A. Provide non -conducting dielectric connections wherever jointing dissimilar metals. B. Route piping in orderly manner and maintain gradient. C. Install piping to conserve building space and not interfere with use of space. D. Group piping when ever practical at common elevations. E. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment. F. Provide clearance for installation of insulation and access to valves and fittings. G. Provide access where valves and fittings are not exposed. H. Slope water piping and arrange to drain at low points.. 3.03 APPLICATION A. Install brass male adapters each side of valve in copper pipe system. Sweat solder adapters to pipe. B. Install gate, ball or butterfly valves for shut-off and to isolate equipment, part of system, or vertical risers. C. Install globe/ball/butterfly valves for throttling, bypass, or manual flow control services. 3.04 DISINFECTION OF DOMESTIC WATER PIPING A. Prior to starting work, verify system is complete, flushed and clean. B. Ensure PH of water to be treated is between 7.4 and 7.6 by adding alkali (caustic soda or soda ash) or acid (Hydrochloric). C. Inject disinfectant, free chlorine in liquid, powder, table or gas form, throughout system to obtain 50 to 80 mg/ residual. D. Bleed water from outlets to ensure distribution and test for disinfectant residual at minimum 15 percent of outlets. E. Maintain disinfectant in system for 24 hours. F. If final disinfectant residual test less than 25 mg/L, repeat treatment. G. Flush disinfectant from system until residual equal to that of incoming water or 1.0 mg/L. END OF SECTION 15410 DIVISION 15 - MECHANICAL SECTION 15430 - PLUMBING SPECIALTIES PART 1 - GENERAL 1.01 WORK INCLUDED a. Water hammer arrestors. b. Hose bibbs hydrants. 1.02 RELATED WORK A. Section 15140 - Supports and Anchors B. Section 15410 - Plumbing Piping. C. Section 15440 - Plumbing Fixtures and Equipment. PART 2 - PRODUCTS 2.01 WATER HAMMER ARRESTERS A.. Engineered water hammer arresters shall be the Mini -rester as manufactured by Sioux Chief Mfg. Co. Arresters shall be of the piston type with a seamless type L copper chamber and have a 60 psi air charge above a three o-ring piston. Units shall be certified and sized by PDI-WH2O1, approved by ASSE-1010 and carry an unconditional lifetime warranty. Arresters shall be installed per manufacturers installation instructions. SEE DRAWING NOTES. 2.02 HOSE BIBBS/HYDRANTS A. Bronze or brass, replaceable hexagonal disc, hose thread spout, chrome plated where exposed to interior/and to exterior with vacuum breaker in conformance with ANSI/ASSE 1011. B. ANSI/ASSE 1019; non -freeze, self -draining type with chrome plated/polished bronze/wall plate/lockable recessed box hose thread spout, removable key, and vacuum breaker. PART 3 - EXECUTION 3.01 PREPARATION A. Coordinate cutting, forming and roof or floor construction to receive drains to required invert elevations. 3.02 INSTALLATION AND APPLICATION A. Install specialties in accordance with manufacturer's instructions to permit intended performance. B. Extend cleanouts to finished floor or wall surface. Lubricate threaded cleanout plugs with mixture of graphite and linseed oil. Ensure clearance at cleanout for rodding of drainage system. C. Encase exterior cleanouts in concrete flush with grade. END OF SECTION 15430 SECTION 15440 -- PLUMBING FIXTURES AND EQUIPMENT PART 1 - PLUMBING FIXTURES 1.01 GENERAL A. All plumbing fixtures and their installation shall conform to the requirements of the applicable Plumbing Code. B. Exposed metal work shall be bright chrome -plated brass except as noted. C. All fixtures shall be by the some manufacturer. 1.02 MANUFACTURERS A. American Standard, Crane, Kohler, Eljer, Briggs, Halsey Taylor, Oasis, Bemis, Elkay, or equal. SEE NOTES ON DRAWINGS. PART 2 - PRODUCTS 2.01 Provide fixtures and trim where specified on drawings. 2.02 Products listed in schedule on drawings shall determine quality and grade required. If other than those listed in schedule are to be used, equal or parallel grade shall be used. PART 3 - INSTALLATION 3.01 Install each fixture with traps, easily removable for servicing and cleaning. 3.02 Provide bright chrome plated flexible supplies to fixtures with wheel handle stops, reducers and escutcheons. 3.03 All wall -hung fixtures shall be furnished with carriers. 3.04 Work shall be accurately laid out and roughed -in so that all piping will be straight and true without bends and offsets and no such bends and offsets will be acceptable unless they are unavoidable and are allowed by the Architect. 3.05 Seal fixtures to wall and/or floor surfaces with sealant, color to match fixtures. 3.06 If fixture mounting surfaces do not allow mounting to be level and plumb, surfaces are to be grounded smooth and flat. PART 4 - DRAINS 4.01 All drains shall be constructed of the finest quality cast iron, coated with the manufacturer's standard protective point and furnished with all items specified and shall conform to Local and State Plumbing Code. 4.02 Exposed metal work shall be bright chrome plated brass except as noted. 4.03 All drains shall be as manufactured by Josam, Wade, Zurn, or approved equal. 4.04 SEE SCHEDULE DRAWINGS. END OF SECTION 15440 SECTION 15450 - DOMESTIC WATER HEATERS PART 1 - GENERAL 1.01 WORK INCLUDED: A. Water heaters, electric. 1.02 SEE DRAWINGS FOR FURTHER CONDITIONS, REQUIREMENTS, AND SCHEDULES, 1.03 QUALITY ASSURANCE: A. Insure products and installation of specified products are in conformance with recommendations and requirements of the following organizations: National Sanitation Foundation (NSF). American Society of Mechanical Engineers (ASME). National Board of Boiler and Pressure Vessel Inspectors (NBBPM). Notional Electrical Manufacturer's Association (NEMA). Underwriters' Laboratories (UL) 1.04 DELIVERY, STORAGE AND HANDLING: A. Deliver products to site under provisions of Section 15010. B. Store and protect products under provisions of Section 15010. C. Provide temporary inlet and outlet caps. Maintain caps in place until installation. 1.05 SUBMITTALS: A. See Section 15010 for information on submittals. PART 2 - PRODUCTS 2.01 RESIDENTIAL ELECTRIC WATER HEATER: A. Provide American Water Heaters, State, Smith, Lochinvor or equal, electric water heater of size as shown on drawings. B. Automatic, electric, vertical storage type with two (2) elements, one upper and one lower, 150 PSIG maximum working pressure. Elements are to be interlocked so that lower element operates at low water temperature. For temperature maintenance and recovery lower element is off and upper element operates. C. Glass lined welded steel tank, thermally insulated with 2" thick glass fiber; encased in corrosion -resistant steel jacket; backed -on enamel finish. D. Automatic water thermostat with externally adjustable temperature range from 120 to 170 degrees F., flanged or screw -in nichrome elements, enclosed controls, electrical junction box and over temperature cutoff at 210 degrees F. E. Welded steel water connections with external threads and dip tube, drain valve, high density magnesium anode and temperature and pressure relief valve. Use dielectric unions to connect to copper water piping. F. Provide ASME, Watts 3/4" type 100XL combination temperature and pressure relief valves. 2.02 DIAPHRAGM - TYPE EXPANSION TANKS: A. Construction: Welded steel, tested and stamped in accordance with Section 8D of ASNI/ASME Code; supplied with National Board Form U-1, rated for working pressure of 125 psig, with flexible EPDM diaphragm sealed into tank, and steel legs or saddles. Manufacturers: Amtrol or State for portable water. END OF SECTION 15450 DIVISION 15 - MECHANICAL SECTION 15622 - SPLIT SYSTEM AIR CONDITIONING UNIT PART 1 - GENERAL 1.01 WORK INCLUDED: A. Air Handling Unit (AHU). B. Condensing Unit (CU). C. Refrigerant piping. D. Controls. 1.02 WARRANTY A. Provide five year warranty on compressors. PART 2 - PRODUCTS ►. Ij�II�C�Clll A. Provide multi position type units with electric heating elements and electric refrigeration. Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to, the following: 1. Trone, Carrier, Lennox B. Provide self-contained, packaged, factory assembled, pre - wired AHU consisting of cabinet, supply fan, electric heat, controls, air filter, refrigerant cooling coil and CU containing compressor, condenser coil and condenser fan. C. Cooling Coils, fan, and heating coil shall be factory assembled. This assembly (the AHU) shall be capacity and efficiently rated with the CU in accord with 607.1. ABC.3.1 of the 1993 Energy Efficiency Code for Building Construction, Florida. 2.02 FABRICATION: A. Air Handling Unit 1. Cabinet: Provide painted steel cabinet, vertical type. 2. Blower Fans: Provide units with double inlet aluminum centrifugal blowers, belt driven or direct connected to resiliently mounted, PSC motor with built-in over -load protection. 3. Air Filter: Provide one inch throwaway type filters and one set of extra filters. 4. Electric Heating Coils: U.L. listed for use with AMU. Shall be helically wound open coil, be of hydronic type finned -tube construction with resistance elements inserted in tubes, or be spiral sheath type. Units shall be factory wired with unit mounted heat switch, magnetic contactors, high temperature cutout safety control, and fan override thermostat. 5. Refrigerant Coils: Solid copper tubing with aluminum fins and fed with Refrigerant 22 through capillary restrictor and no -frost full capacity control. B. Condensing Unit 1. General: Air cooled condensing units shall be factory - assembled into a weatherproof cabinet with common base size. Standard operating range 10 to 120 degrees F outdoor ambient. Filter drier shall be factory installed. All models shall be CSA and UL approved and comply with ARI Standard 210, national rating standard of the Air Conditioning and Refrigeration Institute. 2. Casings: Shall be 18-gouge zinc -coated steel, phosphatized, painted with epoxy resin primer (exterior surface) and finished with acrylic top coat. Removable panel shall allow access to all components and connections. Die -formed mounting rails shall be integral part of unit base. Provide drainage holes in base pan of all units. 3. Condenser Fan: Shall be aluminum aerodynamic design, statically balanced. Provide direct -drive , heavy-duty, permanently lubricated motors with built- in thermo-overload protection. Fan/motor support shall be mounted to cabinet top. 4. Compressor: Shall be hermetic or semi -hermetic type. Provide internal spring isolation and two -stage sound muffling. Provide winding thermostat and current overload device coupled with pressure limiting valve. Internal protection devices shall provide protection for motor overload, locked rotor, extreme voltage supply, excessive winding temperatures, extreme pressures, loss of refrigerant charge and compressor cycling. Off cycle crankcase heater shall be included. 5. Coils: Shall be solid copper or aluminum tubing with aluminum fins or spines. Factory connections for field piping shall be copper. 3 Refrigerant Piping 1. All refrigeration piping shall be Type ACR hard or soft drawn copper tubing and shall be precapped, precleaned and dry nitrogen charged at the factory. This piping shall be capped throughout the construction to prevent any foreign materials from entering the piping. Fittings shall be wrought copper solder joint type. Dry nitrogen shall be bled through piping while joints are being brazed. Joints shall be as follows: Copper to Brass - Silver Solder. Copper to Copper - Silfos. 2. Joints: Copper tubing connections shall be made up with 95/5 tin antimony solder or silfox, in accordance with the recommendations of the manufacturer or as specified hereinafter. 3. Insulation for Refrigerant Piping: Armstrong Armaflex insulation K" thick with fittings covered with mitered sections of insulation and sealed with 520 adhesive. All insulation on outdoor installation shall be additionally protected with two (2) coats of Armaflex vinyl -lacquer type finish. 4. Insulation for Condensate Drain Lines: All horizontal runs above slab and all drain lines in unconditioned spaces shall be insulated as specified in 3 above. CONTINUED NEXT SHEET C H NOTES B®BEs ASSocIATES ®Consulting► Engfzneers, Inc. 150 CIRCLE DRIVE MAffLAND, FL 32751 VOICE: 407,628.0882 IFAX: 407.628.7024 HTTP:\\WWW.MAGICNET.N"_\-8U8ES E-MAIL BOBESOMAGICNET.NET - Q 2 VOW �IooiNr� I bi1°J/'98 FEWIT Rsv. No Dab weiimy FUGLEBERG KOCH ARCHITECTS Orlando 2M Temple TW% MMK Pak, Fl. RM (40 521"I fl6 lUST �LAKE APARiMENi5 SANFORp, FL ;; �. � a� 6 3643-01 MECHANICAL 9PCCIFICATION9 5f'-2 0 r❑ co rn m PART 3 - CONTROLS 3.01 THERMOSTAT A. Provide thermostat with automatic heating/cooling selection and fan on/off/auto switch. Thermostat shall be one stage cooling and one or two stage heating as required. 3.02 SEQUENCE OF CONTROL A. On a call for cooling, thermostat shall cycle compressor on and energize the AHU fan motor. B. Heat Pump: On a call for cooling, thermostat shall cycle on the compressor and AHU fan motor for first stage heating. If further heating is required, thermostat shall cycle on the electric resistance heating coils. C. If heat pump cycle is not provided, thermostat shall cycle AHU fan and electric resistance heating coils, with staging as shown on drawings. D. Provide flow switch in supply air plenum that will not allow electric resistance heaters to be energized until air flow is proven. 3.03 FIRESTAT A. Provide firestat in main return air stream of each AHU delivering 2000 CFM or more, and as required by code. Install upstream (prior) to outdoor air intakes. B. Firestat shall disable the AHU in the event of excessive temperature in the ducts. C. Firestat shall be equal to Honeywell Model 1_4029E1011. END OF SECTION 15622 SECTION 15660 - AIR DISTRIBUTION DEVICES PART 1 - REGISTERS, GRILLES, DIFFUSERS, AND LOUVERS 1.01 Furnish and install where shown on drawings all registers, grilles, diffusers and louvers in accordance with the tabulation in the schedule on drawings. 1.02 Provide accessories and modifications as indicated in schedule notes. 1.03 Manufacturer listed in schedule is for design selection only. Registers, grilles, and diffusers as manufactured by Air Mate, Krueger, Titus, Carnes, Metalaire or approved equal will be accepted. END OF SECTION 15660 DIVISION 15 - MECHANICAL SECTION 15870 - POWER VENTILATORS PART 1 - GENERAL 1.01 WORK INCLUDED: A. Roof exhaust fans. B. Wall exhaust fans. C. Ceiling exhaust fans. 1.02 RELATED WORK A. Section 15890 - Ductwork. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Carnes, Greenheck, Penn, Breen, Nutone or approved equal. 2.02 ROOF EXHAUST FANS A. Centrifugal or Axial Fan Unit: V-belt or direct driven, with spun aluminum/galvanized steel prefinished in backed -on enamel/fiberglass reinforced plastic housing; resilient mounted motor; c inch mesh, 16 gauge aluminum birdscreen; square base to suit roof curb with continuous curb gaskets. B. Roof Curb: Self -flashing with continuously welded seams. C. Disconnect Switch: Factory wired, non -fusible, in housing for thermal overload protected motor. D. Backdraft Damper: Gravity activated, aluminum multiple blade construction, felt edged with nylon bearing. 2.03 WALL EXHAUST FANS A. Centrifugal or Axial Fan Unit: V-belt or direct driven, with spun aluminum housing; resiliently mounted motor; < inch mesh, aluminum bird screen. B. Disconnect Switch: Factory wired, non -fusible, in housing for thermal overload protected motor. C. Backdraft Damper: Gravity activated, aluminum multiple blade construction, felt edged with nylon bearings. 2,04 CEILING EXHAUST FANS A. Centrifugal Fan Unit: V-belt or direct drive, with galvanized steel housing lined with K inch acoustic insulation, resilient mounted motor, gravity backdraft damper in discharge. B. Disconnect Switch: Factory wired, non -fusible, in housing for thermal overload protected motor. C. Grille: Molded white plastic or aluminum with baked white enamel finish. D. Speed Controller: Solid State. PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Secure roof exhausters with lag screws to roof curb. END OF SECTION 15870 SECTION 15890 - DUCTWORK PART 1 - GENERAL 1.01 WORK INCLUDED A. Low pressuire ducts. B. Insulation. 1,02 DEFINITIONS A. Duct Sizes: Inside clear dimensions. For lined ducts, maintain sizes inside lining. PART 2 - PRODUCTS 2.01 MATERIALS NEC-IWAL SPEMCATM DIVISION 15 - MECHANICAL 4.03 INSTALLATION - INSULATION A. General: Non-combustible or conforming to requirements for Class 1 air duct materials, or UL 181. B. All duct material and covering shall have a flame spread rating of 25 or less and a smoke developed rating of 50 or less when tested in accordance with ASTM E84. C. Steel Ducts: ASTM A525 or ASTM A527 galvanized steel sheet, lock -forming quality, having zinc coaking of 1.25 oz. Per sq. ft. for each side in conformance with ASTM A90. D. Fibrous Glass Ducts: UL 181; 1 inch thick minimum rigid glass fiber with aluminum foil; glass scrim and kraft or plastic jacket vapor barrier; minimum R - value of 6.0 at 75 deg. F. R - value of 4.5 is allowed if duct is installed between floors or in mechanically cooled space. E. Flexible Ducts: Interlocking spiral of galvanized steel, or fabric supported on helically wound spring steel wire. Flexible ducts shall conform to UL 181. Working pressure up to 4" W.G. Maximum velocity. Maximum length per run shall be 20 feet. F. Insulated Flexible Duct: Flexible duct wrapped with flexible glass fiber insulation, enclosed by seamless aluminum pigmented plastic vapor barrier jacket. G. Fasteners: Rivets, bolts or sheet metal screws. H. Sealant: Non -hardening, water resistant, fre resistive, compatible with mating materials; liquid used along or with tape, or heavy mastic. PART 3 - INSTALLATION 3.01 LOW PRESSURE DUCTWORK A. Fabricate and support in complete accordance with SMACNA Low Pressure Duct Construction Standards and ASHRAE Handbooks, latest editions, except as indicated. Provide duct material, gouges, reinforcing, and sealing for operating pressures indicated. B. Size round ducts installed in place of rectangular ducts in accordance with ASHRAE table of equivalent rectangular and round ducts. No variation of duct configuration or sizes permitted except by written permission. C. Construct T's, bends and elbows with radius of not less than 1-1/2 times width of duct on centerline. Where not possible and where rectangular elbows are used, provide turning vanes. D. Increase duct sizes gradually, not exceeding 15 degrees divergence wherever possible. Divergence upstream of equipment shall not exceed 30 degrees; convergence downstream shall not exceed 30 degrees. E. Provide easements where low pressure ductwork conflicts with piping and structure. Where easements exceed 10 percent duct area, split into two ducts containing original duct area. F. Connect flexible ducts tometal ducts with draw bands or adhesive plus sheet metal screws. G. Use crimp joints with or without bead for joining round duct sizes 8 inches and smaller with crimp in direction of air flow. 3.02 FIBROUS GLASS DUCTS A. Fabricate and install in accordance with SMACNA Fibrous Glass Duct Construction Standards 5th Edition 1979, latest edition, except as indicated. B. Machine fabricate fibrous glass ducts and fittings. Make only minor on site manual adjustments. C. Staple duct joints and seal with fabric and mastic. D. Do not use fibrous glass ducts within 12 inches of electric or fuel fired heaters. 3.03 Locate ducts with sufficient space around equipment to allow normal operating and maintenance activities. 3.04 During construction, provide temporary closures of metal or taped polyethylene on open ductwork to prevent construction dust from entering ductwork system. PART 4 - INSULATION 4.01 INTERNAL A. Fiber; ANSI/ASTM C553, 1.5 lb./cu. Ft. minimum density. Rubber impregnated air side for maximum 4000 FPM air velocity. Minimum R - value of 6.0, unless duct is installed in mechanically cooled space or between floors, in which case the R - value may be 4.5. R - values ore to be determined at 75 deg. F. Provide with foil scrim facing. B. Insulation material and jackets shall have a flame spread rating of 25 or less and a smoke developed rating of 50 or less when tested in accordance with ASTM E84. C. Adhesives: Waterproof fire -retardant type. D. Lagging Adhesive: Fire resistive to ASTM E84, NFPA 255, UL723. E. Impale Anchors: Galvanized steel, 12 gauge, spot welded or self-adhesive pad. No anchors shall penetrate duct walls. F. Joint Tape: Glass fiber cloth, open mesh. G. Tie Wire: Annealed steel, 16 gauge. 4.03 INSTALLATION - INSULATION A. Install materials in accordance with manufacturer's instructions. B. Exterior Insulation Application: A. Secure insulation with vapor barrier with wires and seal jacket joints with vapor barrier adhesive or tape to match jacket. B. Seal vapor barrier penetrations by mechanical fasteners with vapor barrier adhesive. C. Internal Application: A. Adhere insulation with adhesive for 100 percent coverage. Secure insulation with mechanical fasteners on 15 inch centers maximurr� on top and side of ductwork with dimension exceeding 20 Inches. Seal and smooth joints. Do not use nail -type fasteners. Seal vapor barrier penetrations by mechanical fasteners with vapor barrier adhesive. D. Ductwork dimensions indicated are net inside dimensions required for air flow. Increase ductwork to allow for insulation thickness. PART 5 - HANGERS 5.01 All duct hangers in direct contact with galvanized duct shall be galvanized steel. 5.02 Duct hangers may be directly attached to ducts. Ducts shall be hung by angles or straps as detailed on drawings. Rods, straps or angles may be used in trapeze hangers. 5.03 Where trapeze hangers azre used, the bottom of the duct shall be supported to angle sized as follows (for round ducts, the angle shall conform to the bottom 120 degrees of the duct): Diameter of Duct Width of Duct Bottom Angle Sixes 0"-34" 0"-30" 1"x1"x1/8" 35" & larger 31 - 48" 1-1/2" x 1-1/2" x 1/8" 5.04 All hangers shall be sufficiently cross -braced to eliminate, in the opinion of the Architect, excessive sway. Wherever ductwork contains filter sections, coils, fans or other heavy equipment (excluding registers, grilles, diffusers, splitter dampers, etc.) Such equipment shall be hung independently of the ductwork, with rods or angles of sizes adequate to support the load. 5.05 Duct hangers directly in contact with or directly attached to stainless steel ducts shall be stainless steel. 5.06 In the event ductwork interferes with suspended ceiling support hangers, provide cross members from hangers affected. These cross members shall be of reinforcing steel or furring channels and shall run under ductwork in questions from which additional ceiling hangers shall be supported. PART 6 - PERMITTED DUCT MATERIAL USAGE USAGE MATERIAL HVAC Supply & Return Fibrous glass duct, insulated galv. Steel, or insulated flexible duct. Outside Air for HVAC Externally insulated galvanized System steel. Toilet Exhaust Galvanized steel, no insulation. Combustion Air Galvanized steel, externally insulated. Relief Air Fibrous glass duct, galvanized steel, or flexible duct. END OF SECTION 15890 SECTION 15895 - DUCTWORK ACCESSORIES PART 1 - GENERAL 1.01 WORK INCLUDED: A. Volume control dampers B. Backdraft dampers C. Air turning devices D. Flexible duct connections PART 2 - PRODUCTS 2.01 VOLUME CONTROL DAMPERS A. Fabricate in accordance with SMACNA Low Pressure Duct Construction Standards, and as indicated. Air Balance, Barber -Colman, Carnes, National Controlled Air, Ruskin, Cesco or approved equal. B. Fabricate single blade dampers for duct sizes to 12 inch. C. Fabricate multi -blade damper of opposed blade pattern with maximum blade sizes 12 x 72 inch. Assemble center and edge crimped blades in prime coated or galvanized channel frame with suitable hardware. D. Except in round ductwork 12 inches and smaller, provide end bearings. On multiple blade dampers, provide oil - impregnated nylon or sintered bronze bearings. E. Provide locking, indicating quadrant regulators on single and multi -blade dampers. Where rod lengths exceed 30 inches provide regulator at both ends. 2.02 BACKDRAFT DAMPERS: A. Dampers shall be Air Balance Vent Cock, Anemostat, Ruskin Cesco or approved equal. B. Gravity backdraft dampers, size 18 x 18 inches or smaller, furnished with air moving equipment, may be air moving equipment manufacturers standard construction. C. Fabricate multi -blade, parallel action gravity balanced backdraft dampers of 16 gage galvanized steel, with center pivoted blades of maximum 6 inch width, with felt or flexible vinyl sealed edges, linked together in rattle -free manner with 90 degree stop, steel ball bearings, and plated steel pivot pin; adjustment device to permit setting for varying differential static pressure. 2.03 AIR TURNING DEVICES: A. Air turning vanes shall be Barber/Colman, Tuttle and Bailey, Anemostat, Metalaire or approved equal. B. Multi -blade device with blades aligned in short dimension; steel or aluminum construction; with individually adjustable blades, mounting straps. Provide in all square turns. 2.04 FLEXIBLE DUCT CONNECTIONS: A. Be vent fabric 6" Ventglas, Anemostat, Barber/Colman or approved equal. B. Fabricate in accordance with SMACNA HVAC Duct Construction Standards 1st Edition, 1985. C. UL listed fire -retardant neoprene coated woven glass fiber fabric to NFPA 90A, minimum density 20 oz. Per square yard, approximately 6 inches wide, crimped into metal edging strip. PART 3 - EXECUTION 3.01 INSTALLATION A. Install accessories in accordance with manufacturer's instructions. B. Provide balancing dampers at points on low pressure supply, return, and exhaust systems where branches are taken from larger ducts as required for air balancing. C. Provide backdraft dampers on exhaust fans or exhaust ducts nearest to outside and where indicated. D. Provide flexible connections immediately adjacent to equipment in ducts associated with fans or motorized equipment. Not required with fibrous glass ducts. END OF SECTION 15895 END OF MECHANICAL SPECIFICATIONS C H NOTES BoKs AssOCIATEs Cons icing .Engineers,. Inc. 150 CIRCLE DRIVE MAITLAND, FL 32751 407.628.0882 FAX: 407.628.7024 nkVOICE: HTTP -\\WWW.MAGICNET,NEi\-BOBE5 E--MAIL: 80BESAMAGICNET.NET I a 1/OW WPM RM. No Data FUGLEBERG KOCH ARCHITECTS Orlando 2W5 Twroe Ttgk Maio' Por14 FL JVM (4M M-OW WEFLAliE APARTMENTS SANFORp, FL ---- ACM a ABJr kx--All'Do - 6�� nu 3643.01_ _ MECHANICAL SPECIFIGATIONS 5Pm3 F A A C !❑ E F G N ¢14 00 LECTW& PECMATM ` v DIVISION 16 - ELECTRICAL 2.09 PANELBOARDS SECTION 16000 - ELECTRICAL WORK GENERAL PROVISIONS A. Panelboards: Provide dead front safety type U.L. lighting and Y f appliance panelboards as indicated; equip with copper bus y PART 1 - GENERAL bars, full sized neutral bar, with plug-in type heavy duty, quick -make, quick -break, single pole and two pole circuit 1.01 DESCRIPTION OF WORK breakers, with toggle handles that indicate when tripped. Provide suitable lugs on neutral bus for each outgoing feeder yr.,. A. Provide all labor, materials and equipment for a complete and re4ugired; provide bare uninsulated grounding bars suitable " operating electrical system. for bolting to enclosures. z, B. Codes and Standards: All electrical work shall be in strict B. Provide galvanized sheet steel cabinet type enclosures, in compliance with OSHA requirements, the 1996 National sized and NEMA types as indicated, code -gage, minimum 16 electrical Code, the local county electrical code and Power gage thickness. Construct with multiple knocko9ut3 and a`L Company standards. All materials shall be new and free from wiring gutters. Provide fronts with adjustable trim clamps, f defects, and shall bear the Underwriters' label for its intended and doors with flush locks and keys, all panelboard use. enclosures keyed alike, with concealed trim clamps and piano " door hinges and door swings as indicated. Equip with interior ° C. Permits, Fees and Notices: Secure and pay for all required by circuit directory frame, and card with clear plastic covering. the work of this Division. Provide final inspection Provide baked gray enamel finish over a rust Inhibitor certificate(s) as applicable. coating. Design enclosures for mounting as indicated. Provide enclosures which are fabricated by some D. Contractor shall thoroughly investigate site before bidding. manufacture as panelboards, which mate properly with " t No changes will be allowed in contract price for work required panelboards to be enclosed. Provide a typed panelboard � ° to comply with existing conditions. '`. director in each onelboard. Y P E, The plans and specifications are intended as a general ,}' �� C. Panelboard shall be of one manufacturer: Square 7% I-T-E, description of the work to be performed. All items not Westinghouse. specifically mentioned or shown, but necessary for the,_ r 2.10 SERVICE ENTRANCE EQUIPMENT completion of the installation, shall be furnished and installed by this Contractor. This contractor shall thoroughly acquaint .y himself with the Mechanical, Architectural, Structural and A. Meter Sockets: Provide meter sockets which comply with Electrical plans before submitting his final bid. No additional ; requirements of the service utility supplying electrical power compensation will be allowed due to the Contractor's: failure ' to service -entrance equipment of this building' project, to familiarize himself with the plans. B. Obtain installation requirements from power company and be 1.02 SUBMITTALS governed accordingly. Coordinate locations of stub ups and routing prior to installation. Relocate equipment improperly. A. Submit five (5) copies of technical information on,all'major installed due to lack of coordination at no additional cost. equipment in binders. C. Grounding System: At incoming service provide 3/4" x 20' PART 2 - PRODUCTS copper clad ground rods with grounding electrode conductor sized in accordance with NEC Table 250-94 to achieve a 2.01 •CONDUIT,& TUBING - maximum resistance of 25 OHMS or as required by local authorities. Bond to incoming metallic water supply. A. General: Provide metal conduit, tubing, and fittings of types, grades, sizes and weights (wall thickness) for each service 2.11 DISCONNECT SWITCHES indicated. Where types and grades are not indicated, provide proper selection determined by Installer to fulfill wiring A. Shall be general duty safety switches with 100,000A short requirements, and comply with applicable portions of NFPA- circuit rating, and shall be listed in accordance with U.L. 98. 70 for raceways. The cover shall be interlocked so that the door cannot be opened with the handle in the "on" position, except by the 1. Use rigid steel zinc coated conduit in mechanical intentional operation of a concealed release (defeater) equipment rooms, electrical equipment rooms and mechanism. Provide fusible switch for A/C units as per U.L. for main feeder circuits. Listing and local code requirements. Provide dual element, time delay fuses in all fusible switches. 2. Use steel zinc coated EMT in all other interior rooms, unless noted otherwise. 2.12 ELECTRIC MOTOR AND EQUIPMENT WIRING B. Flexible Metal Conduit: FS-WW--C-56 and UL 1. Formed A. Provide a complete branch circuit wiring, starter and from continuous length of spirally wound, interlocked zinc- disconnect switch for all motor driven equipment. When coated strip steel. motor driven equipment is provided with a "package" control panel which includes starter, this contractor will not provide 1. Use flexible conduit in movable partitions and from starter. Motor connections shall be made with flexible outlet boxes to recessed lighting fixtures, and final conduit. 24" of connections to motors, or control items subject to movement of vibration and in cells of precast B. Starters shall be all of one manufacture: G.E., Westinghouse, concrete panels. Square-D or I.T.E. Provide an overload element in each phase. C. Liquid Tight Flexible Metal Conduit: Provide liquid tight flexible metal conduit; construct of single strip, flexible, 2,13 TELEPHONE PREWIRING continuous, interlocked, and double wrapped steel; galvanized inside and outside; coat with liquid -tight jacket of A. Provide all necessary wiring, boxes, and related accessories flexible polyvinyl chloride (PVC). required by local telephone company for complete prewired unit installation of telephone service to telephone company 1. Use liquid tight flexible conduit where subject to one interface. Minimum of 3 pair wire. or more of the following conditions: 2.14 TELEVISION RECEPTION PREWIRING a. Exterior location. b. Moist or humid atmosphere where A. Provide all necessary wiring, boxes, and related accessories condensate can be expected to accumulate. required for complete prewired installation of television c. Subjected to water. reception service to each unit. 2,02 CONDUCTORS 2.15 CONTROL WIRING A. All conductors shall be copper, THHN/THWN insulation. A. For HVAC systems control, wiring shall be 18 AWG Comply with the N.E.C. Articles 300 and 310. All conductors (minimum), stranded. Thermostat interconnections to main shall be new, free from kinks and other defects when installed thermostats or control unit shall be 18 AWG, 3 strand (minimum). Thermostat wiring to dampers or to unit 2.03 SUPPORTS controllers shall be 18 AWG, 10 strand (minimum). A. Provide all supports for material and equipment. PART 3 - EXECUTION 2.04 COVER PLATES 3.01 APPARATUS IDENTIFICATION B. All plates shall be white plastic. A. Panelboard, circuit breakers in panelboards, motor disconnect switches, starters and other apparatus used for the operation 2.05 RECEPTACLES or control of, circuits, appliances or equipment shall be properly identified by means of engraved laminated plastic A. Provide standard grade 20 amp, 2 pole, 3 wire, with back and descriptive nameplates mounted on the apparatus using side wiring capability and suitable for split circuit operation. contact cement. B. Ground Fault Interrupter: Provide "specification grade" duplex 3.02 GROUNDING receptacles, ground fault circuit interrupters (GFI), feed-thru type, capable of protecting connected downstream A. A separate grounding conductor, sized in accordance with receptacles on single circuit, grounding type UL rated Class NEC Table 250-95 shall be provided in the conduit with the A, 20 amperes rating, 120 volts, with solid state ground fault circuit conductors for all lighting, power and feeder circuits. sensing and signaling, 5 milliamperes ground fault trip level; and equip with local test/reset buttons. B. All electrical equipment enclosures and conductor enclosures shall be grounded. 2.06 SWITCHES 3.03 INSTALLATION A. Provide silent type standard grade 15 amp, 120V for all single pole, double pole, three-way and four-way switches, A. The Contractor shall adapt his work to job conditions and make such changes as required and permitted by the 2.07 LIGHTING FIXTURES Architect, such as moving his work to clear beams, joists, and adjusting his risers or other apparatus to avoid interferences B. Fixture schedule shows required type of fixture only. with windows and openings; or raising or lowering his work to Determine modifications required to make fixtures suitable for permit the passing of ductwork or the work of other trade: all ceilings as installed, and furnish fixtures adopted to the as required or as job conditions dictate, without any additional ceiling used. Fixtures shall be U.L. approved. This costs to the Owner. contractor shall protect the fixtures and lamps and shall replace broken parts. All lenses and louvers in any area shall B. Examine areas and conditions under which work is to be be cleaned after all trades have completed their work in that performed and products are to be installed and notify General area. Provide new lamps for all lighting fixtures. Contractor in writing of conditions detrimental to proper and timely completion of the work. Do not proceed with the work 2.08 BALLASTS until unsatisfactory conditions have been corrected in a manner acceptable to the installer. A. Ballasts for fluorescent fixtures shall be Underwriters' Laboratories Class P, high power factor, rapid start type with C. Do not allow or cause an of the work of this division or cause Y CBW approval where applicable. Ballasts shall be A sound osed until it haoths beensins sect dof ot testedrk to andapproved fe br the Architect and PisY rating. All fluorescent ballast shall be the electronic type. by all other authorities having jurisdiction. E D. All switchboards, panelboards, transformers, switches, outlets, coverplates, signs, lighting fixtures, and any and all other electrical equipment provided shall be thoroughly cleaned of all dirt, oil, concrete, etc. Any dents, scratches or other visible blemishes shall be corrected and the appearance and corrosion resistance of the equipment made "like new", to the satisfaction of the Arch itect/Engineer° E. Perform all adjustments necessary to ensure proper system operation in accordance with manufacturer written instructions. SECTION 16721 - FIRE ALARM SYSTEMS 1.01 PROJECT INCLUDES A. Zoned, noncoded fire detection and alarm systenm with manual and automatic alarm initiation. 1.02 QUALITY ASSURANCE A. Compliance: NFPA 70, 72, B. U.L. Listed. 1,03 PRODUCTS A. Fire Alarm System Characteristics: 1. Signal Transmission: Hard -wired individual circuits. 2. Audible Alarm Indication: Horns. 3. Visual Alarm Indication: Strobes B. Fire Alarm System Components: 1. Manual Pull Stations: Single-action type, metal or plastic. 2. Smoke Detectors: UL 268, self -restoring type with visual indicator, photoelectric type. 3. Thermal Detectors: Fixed -temperature. 135 deg. 4. Fire Alarm Horns: Electric vibrating polarized type. 5. Visual Alarm Devices: Dual -voltage strobe lights. 6. Fire Alarm Control Panel: UL 864 with lockable steel enclosure and alphanumeric display and system controls. 7. Annunciator: LED zone indicators. 8. Transmitter: Auto -dialer type. 9. Emergency Power Supply. Battery operated, 24-hour operation capacity. 10. Line -Voltage and Low -Voltage Circuits: Solid copper conductors with rated insulation, color coded. 11. Conduit: EMT type, 12. Audio/Visual Device shall comply with ADA requirements. END OF SECTION V H. C E E U G a NOTES B®BEs ASS®CIATES Consulting Engineers, Inc. 150 CIRCLE DRIVE MAITLAND, FL 32751 VOICE: 407.628.0882 FAX: 407.628.7024 HTTP:\\WWW.MAGICNET,NET\NBQOES E=MAIL: BOBESAMAGICNET.NET _ n, _ I 6/2W PER11T _ --- RW. No DoW hww N AMY FUGLEHERG KOCH ARCHITECTS Orlando 2006 Twf* Tray, Wk*w Pak FL 3¢M (4q do -OW UJE57LAKE APARiMENi5 SANFORP, FL Q �. ,. '"a' %43-01 ELECTRICAL 5PECIFICATION5 5Pa4 City of Sanford Mode! Codea in offAct: Standard u"ding Code 1,397 ed, Standard Plumb!ng Cede 1907 Standard, 1�echanioaF Coae 1997` eft, Na, i,c ty EiBCirlCa! C`,l� G 190d ea. See i �r CeJe .gty';E�ioi41E VT$ UFFIG"'hE COPY FL- Aecessibitity Codes rtg97 t=t: Eh+rrgy E+t1i!v 19q F L Off' RzS LAB E i. IEVA i ON OF nil PEVIAW111T # i mist 6 4 7? 1010 pR,� -� -� ES R t SANFORD aW;'_D1Nn DEFT ���(6i=JNvu1TM_?NALLY i�t 5HA" tEU. �4'�� CONSR O 5�3 .A 1 �'- aC "c ... "� ND NC`f K A J', r+c3e I "f i a V1�LAT _ PROVIS!ONS OFTHE: T_C_HNICAL ..4i�te c ;e!li,P_ v.' !ALL �jf°1� ISSUANCE OF A PERMIT PREVENT l', IE eUILOING VV'7°�� DEP'+ FROM THEREAFTER REOUIRING .A CORREC- TION OF ERRORS ON THE PLANS, CONS T ROCTION 65 OR OTHER VIOL4T10NS OF THE CODEZ Ga+y"•' nNAL JHSs �,,73W REQUIRED MEET FLORJDk [ ACCESSIBILITY CODES MUST MIEET FLORID EVER a Y C-3,0DES e, lNS" NlUst meet city codes For finished t door l slab elevations or provide 40 elevations approved by city, engineering dept. for subdivision elevations to prevent flooding sR 7 c W lug ,AIR HANDLING UNIT SCHEDULE FAN DATA DX, COOLING M DATA ELECTRIC HEATING COIL FILTER DATA E.F.F. U NU�m LOCATIONA�L CFM MA)(. MIN. 1AT W.G. MIEXTN. I , W G. .. . RPM BHP HP ENT. AIR F DB WO LVG. AIR F DB M@ CAPAC, MBH SENS MAX. MOM TOT. F,P.1 FACE AM No R STATIC IN. W.G. p� AIR � T � "F KW. VOLTS PHASE CYCLE CONTROLS TYPE CLEM P.D. IN. W.G. SIZE FAR. -- MMUFACTURI R/MODEL. - AHU-1 MECH. ROOM SEE DRAWINGS 150 2000 - .60 1500 - - 1.0 76.0 64.2 56.5 55.9 55.4 57.4 12 7.22 3 - - 70 94 11.5 208/230 1 60 PROGRAMABLE T-STAT DISP. -- 16x25 10.7 LENNOX C031MV-65 AHU-2 MECH. ROOM EXERCISE 120 1320 - .60 1500 - 3/4 76.3 65.6 56.5 56.0 30.5 42.2 12 15.0 3 - -- 70 94 1 9.2 208/230 1 60 PROGRAMABLE T-STAT DISP. -- 16x25 9,1 LENNOX CB29M-51 AHU-3 MECH. ROOM RACQUETBALL 60 1000 - - .60 1500 - - 76.3 64.4 56.5 56.0 33.8 24.8 14 4.4 2 - - 70 94 7,4 208/230 1 60 PROGRAMABLE T-STAT DISP. - 16x25 9.3 LENNOX CB29M-41 UNIT SERVICE MOUNT DIFFUSER �E E RANGE N.C. PD IN.W.G. PATTERN SCHEDULE DAMPER FINISH SU�Q CONSTRUCTION MIWUFACTURER/MODEL CD--1 SURFACE CLG 8"o 111-160 21 0.10 4-WAY NO WHITE 24x24 ALUMINUM TITUS PAS CD-2 SURFACE WALL - 500 12 0,10 1--WAY OBD WHITE 2402 ALUMINUM TITUS 30 RL HEAVY DUTY CD-3 SURFACE CLG Co 251--325 26 0.10 4-WAY NO WHITE 12x12 ALUMINUM TITUS PAS HVAC SYMBOL LEGEND 2402 SIDE SEEN OR HORIZ. S TEMPERATURE SENSOR DUCT ELBOW DOWN T THERMOSTAT DUCT ELBOW UP T DUCT MOUNTED SMOKE DETECTOR SA DUCT SUPPLY AIR AC AIR CONDITIONER- DUA OA DUCT - RETURN EXHAUST OR OUTSIDE AIR AHU AIR HANDLING UNIT ELBOW W/TURNING VANES AFF ABOVE FINISHED FLOOR TAKE --OFF W/EXTRACTOR EIDD BACKDRAFT DAMPER DUCT UP TO UNIT ABOVE COND CONDENSATE FLEX. gUCT CONNECTOR CU CONDENSING UNIT i w FLEX. DUCT/FLEX, CONN. HVAC AIR VINGENTILATING & SUPPLY AIR TERMINAL ARROW INDICATE THROW OA OUTSIDE AIR - ,0 RETURN OR EXHAUST AIR RA RETURN AIR AD AUTO DAMPER SA SUPPLY AIR BALL/BUTTERFLY VALVE SD SPUTTER DAMPER W/ WITH OFF RIDGE VENT --\ BY OTHER TRADES i- SHINGLES DUCT ATTACHED -' TO TRUSS RESTROOM EXHAUST DUCT SCREEN FLEXIBLE WATER -- TIGHT CONDUIT TO CONDENSING UNIT HARD TUBING SOFT TUBING (TYPICAL BOTH ENDS) CONTROL WIRING CONDUIT 45 DEGREE ELBOW CONTROL CONDUIT ITYPIC'A1 AnTW FNMC PVC CONDUIT (SCH 40 WITH SOLVENT WELDED JOINTS) RUN UNDER SLAB. SEE PLAN FOR LOCATION. (SIZE OF CONDUIT SHALL PERMIT INSTALLATION OF PIPING WITH INSULATION AND CONTROL WIRING CONDUIT) PIPE CHASE SIZES SUCTION PIPE SIZE PVC REFRIGERANT PIPE CHASE SIZE 5/8" TO 1 5/8" 4" 1 7/8" TO 2 5/8" 6" 3 1/8" TO 4 1/8- 8" RAN SCHEDULE UNIT NUMBER PERFORMANCE DATA CFM SP RPM SONES BHP CONSTRUCTION DATA FAN TYPE CLASS ROT DISC MOTOR DATA HP WATTS ELECTRBiAI. VOLTS PHASE CY MANUFACI'1JRER/MODEL EF-1 112 .25" - - 1030 4,9 - - CEILING MOUNTED - - - - - 115 - - 115 1 60 LOREN COOK LITTLE GEM III EF-2 84 .25" - - 1070 4.2 CEILING MOUNTED - - 60 -- ~ 115 1 60 LOREN COOK LITTLE GEM II EF--1 84 .25" - 1070 4.2 - CEILING MOUNTED - 60 - - 115 1 60 LOREN COOK LITTLE GEM it EF-2 168 .25" - 1365 15 - CEILING MOUNTED - - - - - 77 - - 115 1 60 LOREN COOK GC-320 EF-2 31 .25" - 1375 2.2 - CEILING MOUNTED - - - - 29 - - 115 1 60 LOREN COOK LITTLE GEM l KH-1 160 1 .25" - - 1500 1 17.2 - MOUNTED OVER RANGE - - - 240 - - 115 1 1 1 60 IBROAN 403001 PROVIDE FOR EF-1 THRU EF-5: 1. 2. 3. SOLID STATE SPEED CONTROL. PROVIDE FOR KH-1: 1. ROOF JACK. ROOF JACK, INTERCONNECT TO LIGHT SWITCH. AIR GRILLE 8 C H E D U L E NUMBER 5EFtNCE MOUNT CFME. L "N.C. FRAME MAX.; D. DAMPER GRID CONSTRUCTION FINISH MANUFACTURER/MODEL RG-1 RET CLG 801 - 1200 2412 14 0.037 NO 1/2" ALUMINUM WHITE TITUS 355ZFL RG-2 RET CLG 801-2000 2424 1 14 1 0.037 NO 1/2" ALUMINUM WHITE TITUS 33RL HEAVY DUTY L-1 INTAKE CLG -- 10x8 -- 0.024 NO 1/2" ALUMINUM WHITE TITUS 355 ZFL PAINT FLAT BLACK INSIDE OF DUCTS BEHIND GRILLES PROVIDE DUCT COLLAR WITH ALL GRILLES nn►�nnc•rc nnt2d SEAL WITH POLY FOAM (TYPICAL BOTH ENDS) /F REFRIG. LINES (TYPICAL BOTH ENDS) 90 DEGREE LONG RADIUS ELBOW SLEEVE SEAL NQ 1. SLEEVES FOR CONDUITS SHALL BE CAST INTO FOUNDATION WALL POUR COORDINATE SIZES REQUIRED AND LOCATIONS WITH CONTRACTORS OF OTHER DIVISIONS PRIOR TO INSTALLATION, 2. CONDUITS WHICH MUST PASS BELOW STRUCTURAL FOUNDATIONS SHALL HAVE MINIMUM 6" FINE GRAVEL AROUND PERIMETER 2'-a" TO EITHER SIDE OF STRUCTURE - FIRMLY TAMPED, 3. ALL BACKFILLING SHALL BE FIRMLY TAMPED, PRIOR TO LANDSCAPE WORK, EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH DIVISION 15 SPECIFICATIONS. 4. ALL EXPOSED PIPING (INTERIOR AND EXTERIOR) SHALL BE WRAPPED WITH AN ALUMINUM JACKET. d CONDENSING UNIT SCHEDULE UNfT NUMBER H"pRrHR AT CONB7ITION E E R RLA ELECTRICAL MCA FUSE VOLTS PHASE CYCLE MANUFACTURER/MODEL CU-1 57,460 10.7 169.0 28.9 38.0 60 208/230 1 60 LENNOX 12ACH60 CU--2 42,203 9.1 92.0 17.5 23.0 40 208/230 1 60 LENNOX 10ACB42 CU--3 33,882 9.3 96.0 16.2 21 A 35 208/230 1 60 LENNOX 10AC830 �17 SUPPLY AIR DUCT WITH FLEXIBLE CONNECTOR 0 TRANSITION AS REQUIRED LOCATE AIR HANDLING UNIT WITHIN SPACE TO ALLOW FOR FULL ACCESS TO BLOWER COILS MOUNT AIR HANDLING UNIT ON SUPPORT PLATFORM AIR HANDLING UNIT SUPPORT PLATFORM (SEE DETAIL) )UCT RETURN AIR TO R.A. OPENING JNDERNEATH UNIT SOMODE PADS I�ONDESATE TRAP YEFM AIR HANDLM UNIT MCXUNTIN "' DETAIL NOT TO SCALE AIR COOLED CONDENSING UNIT - MAINTAIN MINIMUM 3'-0" CLEARANCE ON ALL SIDES 4" CONCRETE PAD --- MINIMUM 4" LARGER THAN CONDENSING UNIT ON ALL SIDES REFRIGERANT PIPING FROM AIR HANDLING UNIT -WRAP WITH 3/4 FOAM RUBBER INSULATION AND FINISH WITH ALUMINUM FOIL JACKETING AND SEAL WATERTIGHT. PVC CONDUIT UNDERGROUND TO AIR HANDLING UNIT- USE LONG SWEEP ELBOWS- SEAL OUTLET AIR TIGHT AND WATER TIGHT FfVAC GENERAL NOTES 1. PRIOR TO FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS IN FIELD. 2. REFER TO ARCHITECTURAL DRAWINGS FOR CLEARANCES WITHIN -THE CEILING SPACE AND MECHANICAL ROOMS, LOCATIONS AND SIZES OF BEAMS AND CEILING AND SOFFIT HEIGHTS, 3. DUCTWORK AND EQUIPMENT LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH GENERAL, PLUMBING AND ELECTRICAL CONTRACTORS. REFER TO ARCHITECTURAL PLANS FOR BUILDING SECTIONS AND DETAILS. 4, CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURERS CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR ALL EQUIPMENT FURNISHED, 5. COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATION WITH LIGHTING AND ARCHITECTURAL CEILING PLANS. ALSO COORDINATE THE TYPE OF DIFFUSER FRAME WITH THE CEILING TYPE, 6. ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. 7. THE INSIDE OF ALL DUCTS VISIBLE THROUGH THE FACE OF THE DIFFUSERS, REGISTERS, AND GRILLES SHALL BE PAINTED FIAT BLACK, 8, ALL HVAC SYSTEMS SHALL BE BALANCED FOR AIR QUANTITIES SHOWN AGAINST THE ACTUAL INSTALLED STATIC PRESSURE OF "THE SYSTEM. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR OUTLET AND INLET. 9. ALL SUPPLY AIR, RETURN AIR AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED STEEL SHEETS. FABRICATION AND INSTALLATION SHALL BE IN ACCORDANCE WITH SMACNA, LATEST EDITION, 10. FLEXIBLE DUCTWORK SHALL BE INSULATED VINYL TYPE WITH WIRE SPIRAL SUPPORT. FLEXIBLE DUCTWORK SHALL BE RUN IN MAXIMUM LENGTHS OF 5'-0". FLEXIBLE DUCTWORK SHALL BE PROPERLY SUPPORTED WITH GALVANIZED STEEL STRAPS 2" WIDE AND SHALL BE RUN AS STRAIGHT AS POSSIBLE WITH Na KINKS OR BENDS TO RESTRICT AIRFLOW. 11. ALL FANS AND FAN COIL UNITS SHALL BE PROPERLY SUPPORTED AND ISOLATED TO PREVENT N015E AND VIBRATION TRANSMISSION. ALL AIR HANDLING EQUIPMENT SHALL BE SUPPORTED OR SUSPENDED WITH SPRING ISOLATORS. ALL. CONNECTIONS BETWEEN FANS AND DUCTWORK SHALL BE CANVAS FLEXIBLE CONNECTORS, 12. ALL EQUIPMENT SHALL BE LOCATED WITHIN CEILING SPACES WITH ADEQUATE CLEARANCES FOR REPAIR AND MAINTENANCE. ALL PIPING AND DUCTWORK SHALL BE INSTALLED TO PROVIDE ADEQUATE CLEARANCE FOR ACCESS TO ALL EQUIPMENT. 13, FURNISH AND INSTALL INSULATED PVC CONDENSATE DRAINS WITH TRAPS FOR ALL COOLING COILS, 14. PROVIDE ACCESS PANELS IN DRYWALL CEILINGS AS REQUIRED FOR ACCESS TO MECHANICAL EQUIPMENT, COORDINATE WITH GENERAL CONTRACTOR. 15. ALL DAMPERS AND EXTRACTORS SHALL HAVE LOCKING QUADRANTS AND SHALL BE ACCESSIBLE. 16. COORDINATE ALL CONTROL DEVICES WITH ELECTRICAL CONTRACTOR, 17, ALL ROOF MOUNTED EQUIPMENT AND FANS SHALL BE BOLTED DOWN TO THE ROOF CURET USING 1/4" STAINLESS STEEL BOLTS EVERY 12" INCHES. PROVIDE 1/4" THICK NEOPRENE GASKETS BETWEEN EQUIPMENT AND ROOF CURBS, 18. ALL DUCTWORK, EXCEPT EXHAUST SYSTEM, SHALL BE EXTERNALLY INSULATED WITH 2" THICK FIBERGLASS INSULATION UNLESS OTHERWISE NOTED. 19. SUPPLY AND RETURN AIR DUCTS AND PLENUM IN AIR HANDLING ROOMS SHALL BE INTERNALLY LINED WITH 1 1/2" PERMACOTE LINACOUSTIC R--300 LINER BY SCHULLER. EXTEND LINING TO A MINIMUM OF 20 FT, FROM AIR HANDLING UNITS. 20. ALL DUCT BRANCH TAKE OFFS FROM MAIN DUCT FOR INDIVIDUAL AIR OUTLETS, SHALL HAVE BALANCING DAMPERS, 21, ALL FIBROUS GLASS INSULATION JOINTS, SEAMS AND CONNECTIONS SHALL BE CONSTRUCTED WITH PRESSURE SENSITIVE TAPE, FAB, STAPLE AND THEN SEALED WITH MASTIC. HEAT AND PRESSURE SENSITIVE TAPE ARE NOT ACCEPTRAOLE AS A FINAL CLOSURE. STRAP OR -' DRAW BAND PULL SLEEVE DUCT TIGHT WITH C.D. NECK AND SCREWS TO MAKE AIR TIGHT MYLAR REINFORCED FACTORY INSULATED (1" THICK) FLEXIBLE DUCT FOR SIZE AS NOTED ON PLANS, MAXIMUM LENGTH IS STRAP SUPPORT 8'-0" CAULK & SEAL AT BOTH DIFFUSER NECK AND FLEXIBLE DUCT CONNECTION. TIGHTEN WITH STRAP. PROVIDE. 5 PIECE ROUND RIGID DUCT CONNECTION. SIZE TO MATCH DIFFUSER NECK. FIELD INSULATE THE DUCT CONNECTION INSULATE ELBOW AND TOP OF DIFFUSER WITH 2" THICK FIBERGLASS BLANKET. / EXPOSED � CEILING TEE REGULAR CEILING PANEL SUSPEND FROM STRUCTURE OR SLAB WITH 1/4" OTEEL ROD r FLEXIBLE CONNECTION TRANSITION BACKDRAFT DAMPER INSULATED HOUSING - CEILING EXHAUST GRILLE (METAL) CEILING MOUNTED MHAUST FAN DETAIL NOT TO SCALE AN f� H NOTES �y BABES ASSOCIATES ®ConmIting Engineers, Inc. ® 150 CIRCLE DRIVE MAMMI), FL 32751 VOICE: 401.628.0882 FAX: 407.628.7024 HTTP -\`WWW.MAGICNE`T-NE1\ -808E$ E-"L: WOE.S®MAGICHET,N1'T - Rw. Na FUGLEBERG KOCH ARCHITECTS Orlando Zsw Twrfk > ra, WCAW No, rL um (4M W-OW ra vu-, iED CITE' OF SANFO D WE5TLAKE aPARTMENia --- SANFORD, FL ACM a � � -- 3"3:�� cLuEwou5E DETAIL3 VAC i IM,02 15 c c x1 v z C) LS cr, rn _ o (ZONE #6) TO POOL CABANA-----�� ' Q SWITCH "e" CONTROLS FAN, SWITCH "f" CONTROLS. LIGHTS. 1"C WITH CONDUCTORS- ` + PROVIDE FIXTURE WITH EMERGENCY BATTERY PACK WITH 1100 LUMEN OUTPUT. BODINE CAT #850. 9ALASYSMM I �4 CONNECT TO EF. 1RE RISER NOT TO SCALE NEES 1. MINIMUM CONDUIT SIZE SHALL BE 3/�". FLOOR L*kM G 2. FIRE ALARM CONTRACTOR SHALL SUBMIT FIRE ALARM SCALE: 1 4 T 1 --0 PLANS TO THE BUILDING DEPARTMENT FOR APPROVAL WITH ORIGINAL PERMIT DOCUMENTS. PROVIDE CONDUCTOR TYPES AND SIZES. RACEWAY TYPES AND SIZES, EQUIPMENT LITERATURE. ■ i, ,s c F NOTES t L y L u 's 3 I 3 i a i vl BOBEs AssoclATES Consulting Engineers, Inc. 150 CIRCLE DRIVE MAITLAND, FL 32751 VOICE: 407.628.0882 FAX: 407,628.7024 H"P:\\WWW.MAGICNET.NET\-80KS E-MAIL: DODESOMAGICNET.NEf 1 1/ftft WPM Rm. No Dip% Iwo ► fir AN FUGLEBERG Kom ARcHrmcTs (1rlan6 2W TOP* TrA VMW Pak, FL 1t N (407) O*� PLANS rtc . llL,,' CITY OF sm,,, o O WEFLHIOE APARTMENTS SANFORFL, � a UIJD �— �'►—JD - -- oft--b— � 3643'01 CLUBifOU:lF.*I FLOOR �I�i11IIV� E01 � A D e F G nnr rt rrc-- U PROVIDE 1#6 COPPER (INSULATED GREEN) GROUND WIRE TO j SERVICE ENTRANCE PANEL, COIL AND STORE 15'-0" OF UEX 0 lI WIRE AT "TTB CONDUCTOR SHALL BE RUN IN 3/4"C. V`l-'QSURGE SUPPRESSION DEVICE, 120/240VAC, SINGLE PHASE NEMA 1 ENCLOSURE. LEVITON CAT #51120. � � Q CONNECT EF T4 LIGHT FIXTURE CIRCUIT. ,� i INSULATED COPPER GROUND CONDUCTOR � , V STUB -OUT 5'-0" BEYOND BUILDING. SEE POWER RISER N Q(1) #3 I DIAGRAM FOR CONDUIT AND WIRE SIZE. Q(2) 3/4"Ox2O'-O" COPPER CLAD GROUND RODS, INSTALL 20'-0" APART AND CONNECT GROUND SYSTEM PER NEC ARTICLE 250, Q (1) 3"EC (TELEPHONE) WITH PULL. WIRE, STUB -UP 6" AFF © p�' w FLOOR �� � A� � �t.�R A �t Qv�An AT 'TfB", STUB -OUT 5'-0" BEYOND BUILDING. MS R _ R �/If� N SCALE: 14 =1 --04�i �1 POWER f1i�1 �71 NOT TO SCALE (9�7 148 A 10 E p NOTES I I� �l 0BE�SASSOCIATES 1*•t[ 150 CIRCLE DRIVE "TLAND, FL 32751 VOICE: 407.628.0882 FAX: 407.628.7024 HTTP:\\WWW.MAOICNET.NET\—ICES E—"L- 808ES"AGICNEI.NET br" PEWIT Rw. NO Date won mwtxy 0 FUGLEHERG KoCH .ARCHITECTS G Orlando OW TWO$ Trot. %%w Perk FL WN (oat) 02"M N PUNS CITY OF uvj` WEJTLQKE UUD aPARrtMENi5 .aAW ��----,� -- SANFORD, FL —..._..__..--.-- ip` - b 3643.01 FLOOR PLAN 1E.02 �OIU��/SY5i�M5 E- L NOTES P �4 4 N U' C Y a s c s i �S 6 0 E P tri C O 7i C qa 9 GGN �L w a .s a a +yS 6 C C f: t �f F v� �l BORES AssocIATES Consultin ► Enoneers, Inc. 150 CIRCLE DRIVE M ITLAND, FL 32751 VOICE: 407.628.0882 FAX: 407.628.7024 HTrP:\\WWW.MAQICNET.NEI\-80KS E—MAIL.: BOBESOMAGICNET.NET w i ...—_ _. 1 pEwrr - RW. No Oab MM�u +Y N A zp WE51AKE APARTMENrtv SANPORD,_ Fl. � �"`�`' -- � a.. 6/19198 _ POOL CABANA FLOOR CLAN PLUMBING; 2P.01 m L; 0 N E a z STRAP OR -' DRAW BAND PULL SLEEVE DUCT TIGHT WITH C.D. NECK AND SCREWS TO MAKE AIR TIGHT NOT TO SCALE SUSPEND FROM STRUCTURE OR SLAB WITH 1/4" DTEEL ROD r— FLEXIBLE CONNECTION TRANSITION =T DAMPER �'- CEILING EXHAUST GRILLE (METAL) CEILING MOUNTED EXHAUST FAN AIL NOT TO SCALE MYLAR REINFORCED FACTORY INSULATED (1" THICK) FLEXIBLE DUCT FOR SIZE AS NOTED ON PLANS. MAXIMUM LENGTH IS STRAP SUPPORT ---- CAULK & SEAL AT BOTH DIFFUSER NECK AND FLEXIBLE DUCT CONNECTION. TIGHTEN WITH STRAP. PROVIDE 5 PIECE ROUND RIGID. DUCT CONNECTION. SIZE TO MATCH DIFFUSER NECK, FIELD INSULATE THE DUCT CONNECTION INSULATE ELBOW AND TOP OF DIFFUSER WITH 2" THICK FIBERGLASS BLANKET, EXPOSED CEILING TEE REGULAR CEILING PANEL FLEXIBLE WATER - TIGHT CONDUIT TO CONDENSING UNIT HARD TUBING SOFT TUBING (TYPICAL BOTH ENDS) CONTROL WIRING CONDUIT 45 DEGREE ELBOW --� O� O CONTROL CONDUIT (TYPICAL BOTH FNDSi PVC CONDUIT (SCH 40 WITH — SOLVENT WELDED JOINTS) RUN UNDER SLAB, SEE PLAN FOR LOCATION. (SIZE OF CONDUIT SHALL PERMIT INSTALLATION OF PIPING WITH INSULATION AND CONTROL WIRING CONDUIT) MEE QNA5E 517ES SUCTION PIPE SIZE PVC REFRIGERANT PIPE CHASE SIZE 5/8" TO 1 5/8" 4" 1 7/8" TO 2 5/8" 6" 3 1/8" TO 4 1/8" s" SUPPLY AIR DUCT WITH FLEXIBLE CONNECTOR 0 TRANSITION AS REQUIRED LOCATE AIR HANDLING UNIT WITHIN SPACE TO ALLOW FOR FULL ACCESS TO BLOWER COILS MOUNT AIR HANDLING UNIT ON SUPPORT PLATFORM AIR HANDLING UNIT SUPPORT PLATFORM (SEE DETAIL) )UCT RETURN AIR TO R.A. OPENING JNDERNEATH UNIT SOMODE PADS 'ONDESATE TRAP VERTICAL AIR HANDLING UNIT MOUNTING DETAIL NOT TO SCALE AIR COOLED CONDENSING UNIT -- MAINTAIN MINIMUM 3'-0" CLEARANCE ON ALL SIDES 4" CONCRETE PAD - MINIMUM 4" LARGER THAN CONDENSING UNIT ON ALL SIDES REFRIGERANT PIPING FROM AIR HANDLING UNIT -WRAP WITH 1 1/2" RUBATEX INSULATION �- PVC CONDUIT UNDERGROUND TO AIR HANDLING UNIT-- USE LONG SWEEP ELBOWS- SEAL OUTLET AIR TIGHT AND WATER TIGHT SEAL WITH POLY FOAM (TYPICAL BOTH ENDS) REFRIG. LINES (TYPICAL BOTH ENDS) 90 DEGREE LONG RADIUS ELBOW SLEEVE SEAL NOTES. 1. SLEEVES FOR CONDUITS SHALL BE CAST INTO FOUNDATION WALL POUR COORDINATE SIZES REQUIRED AND LOCATIONS WITH CONTRACTORS OF OTHER DIVISIONS PRIOR TO INSTALLATION. 2, CONDUITS WHICH MUST PASS BELOW STRUCTURAL FOUNDATIONS SHALL HAVE MINIMUM 6" FINE GRAVEL AROUND PERIMETER 2'-0" TO EITHER SIDE OF STRUCTURE - FIRMLY TAMPED, 3. ALL BACKFILLING SHALL BE FIRMLY TAMPED, PRIOR TO LANDSCAPE WORK. EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH DIVISION 15 SPECIFICATIONS. 4. ALL EXPOSED PIPING (INTERIOR AND EXTERIOR) SHALL BE WRAPPED WITH AN ALUMINUM JACKET, I I I I I I I I \�, T \. \ I I \I iI, �� �;\;\!I Ali ! f ►I; I ( 2 M--1 -..- 291 CFM EA I t I - 10"9 10" o r� } I I r(j f ' I Q E�I - -i _ RG-1 _ I I I I 700 cF _ l I ---- r �;1 fir} 10x4 EXHAUST � I DUCT UP TO I ROOF YC CAL (TOF 2) I I I I II I I I 4" PVC CONDUIT 7 -- VD ( 1 4 I — 6x4 CONDENSATE I I _ _ -- ~ VD AHU--1 DRYWELL - �C• �" r\~~+ SET DA R i } ------ FOR 63 C M i () ' 2 I %; I � I I I .— I * _I . I - I (' j i it I I I ! I I I I I i � ► II I COYERU P AIR HANDLING UNIT" SCHEDULE FAN DATA OX. COOLING COIL DATA ELECTRIC HEATING COIL FILTER DATA E.F.F. UNIT NUMBER LOCATION O'JMWDE �N CfM TOTAL IN. W.G.q AM EXT. IN. W.G. MAX OUTLET F. R1 BHP HP ENT. AIR •F D8 W6 LVG. AIR •F DB YVB CAPAC. MBH SAS l41 T(fT. F.P.1 � No. Nam W.G. • F VRG F KIN. VOLTS PHASE CYCLES CONTROLS TYPE CLEAN Q N. W.G. EER. MANUFACTURER/MODEL AHU-1 MAINTENANCE GREAT ROOM 60 582 - - .75 - - 1/3 75.2 65.0 1 56.5 55.0 1 12.8 19.1 15 13.11 2 - - 70 94 8 230 1 1 60 PROGRAMABL.E T-S1AT DISP. - - 15x20xl 11.0 LENNOX CB29M-31 CONDENSING UNIT SCHEDULE UN[i NUMBER HR AT CONDITION E E R ELECTRICAL LRA RLA MCA FUSE VOLTS PHASE CYCLE MANUFACTURERfMODEL CU-1 13,100 11.0 48.3 7.9 11.0 15 208/230 1 60 LENNOX 10 AC818 FAN SCHEDULE UNIT NUMBER PERFORMANCE. DATA . (FM SP RPM SONES BHP CONSTRUCTION DATA FAN TYPE CLASS ROT DISCH MOTOR DATA HI' wATrs ELECTRICAL VOLTS PHASE CYCLE MANUI:ACIUR /MODEL EF-1 144 .25" - 1030 4.8 - CABINET FAN - 115 - - 115 1 60 LOREN COOK LITTLE GEM III EF-2 84 .26" -- - 1070 4.2 - CABINET FAN - - _ - 60 - - 115 1 60 LOREN COOK LITTLE GEM 11 NOTES: 1. PROVIDE SOLID STATE SPEED CONTROL. 2. PROVIDE ROOF JACK. 3. CONNECT TO LIGHT SWITCH. DIFFUSER SCHEDULE NtU1NMBtR SERVICE MOUNT Sj CRA�I� MAX PD IN.W,G. PATTERN DAMPER FINISH $ PA�NE�! E CONSTRUCTION MANUFACTURER%MODEI CD-1 LAY -IN CLG 10"o 276-375 20 0.10 4-WAY NO WHITE 2424 ALUMINUM TITUS TMS-AA AIR GRILLE SCHEDULE NUMBERSERVICE MOUNT X H" N.C. FRAME 'yJ, DAMPER CONSTRUCi1pN FINISH MANUFACTURER/MODEL EG-1 EXH/RET CLG 50-90 8x4 - SURFACE 0.016 NO 1/2" ALUMINUM WHITE TITUS 355 ZFL EG-2 EXH/RET CLG 131-230 1Ox8 - - SURFACE 0.016 NO 1/2" ALUMINUM WHITE TITUS 355 ZFL RG-1 EXH/RET CLG 676-800 22x12 12 SURFACE 0.016 NO 1/2" ALUMINUM WHITE TITUS 355 ZFL L-1 AIR INTAKE EAVE -- -- - _ __ -- - - - TITUS 355 ZFL. PAINT FLAT BLACK INSIDE OF DUCTS BEHIND GRILLES PROVIDE DUCT COLLAR WITH ALL GRILLES INSECT SCREEN 04 11 =m 110. z On HVAC SYMBOL LEGEND 24x12 I S SIDE SEEN OR HORiZ. S TEMPERATURE SENSOR DUCT ELBOW DOWN T THERMOSTAT DUCT ELBOW UP DUCT MOUNTED SMOKE DETECTOR SA DUCT SUPPLY AIR AC AIR CONDITIONER �q �OA DUCT - RETURN EXHAUST OR OUTSIDE AIR mu AIR HANDLING UNITEA ELBOW W/TURNING VANES AFF ABOVE FINISHED FLOOR TAKE -OFF W/EXTRACTOR BDD BACKDRAFT DAMPER DUCT UP TO UNIT ABOVE COND CONDENSATE FLEX, DUCT CONNECTOR CU CONDENSING UNIT r FLEX. DUCT/ FLEX. CONN. HVAC HEATING, VENTILATING & AIR CONDITIONING SUPPLY AIR TERMINAL ARROW INDICATE THROW OA OUTSIDE AIR RETURN OR EXHAUST AIR RA RETURN AIR AD AUTO DAMPER SA SUPPLY AIR BALL/BUTTERFLY VALVE SD SPLITTER DAMPER W/ WITH AI CI o� N DOTES v� j� BOBES SSOCIATES Conm,cdiing Engineers, Inc. 150 CIRCLE DRIVE MA"D, FL 32751 VOICE: 407.628.0882 FAX: 407.628.7024 HTTP.\\WWW.MA0ICNET.NET\-WM E-MAIL, DORESAMAGICNET.NET 2 1A ENDD Rev. No Dow I t[sGvey FUGLEBERG KOCH ARCHITECTS orlawo 2W TOMW TFA Mk t Pak FL 3'd7!!D (40n =-*50 Will or S'Aflillolw UJE61AKE °` a �na ,4P,4RfiM�N�S r-Alm ----- SANPORp, FL b� POOL G45hiNA FLOOR PLAN 2M.o1 Hl/AG NOTES M1 w c OLD w kll� J —2, 6, ° � I � METER 2P,30A I — I 2 PC-7:9 PC— 14,16 111 AHU-1 d PC WPG` PANEL PC" I — I 1#10 GND$s PC-810,12 -- — _ I +36" I f WPG } I i " 11 I I CD"rTa 5 6 t 10,12 I I f I "FATC°? _ "FACP" IN CLUBHOUSE ---'- +36" VNDIN I I SEE FIRE ALARM RISER _ ! WPG _ I DIAGRAM — - -- —f- 12 \- j1s WPG i } I I WPG I } I I I I I VE } .� - I I EMERGENCY POWER SHUT— OFF PUSH --BUTTON METER "PC" N &OOR PLAN - POWER SCALE: 1 4 =1 --0 BY DIV 16 - J - L \ 1 1 /2"C-3# 1, 1 #6 GND WATER PIPE HEX NPT ')SURGE SUPPRESSION DEVICE, 120/240VAC, SINGLE PHASE NEMA 1 ENCLOSURE. LEVITON CAT #51120, 2Q(1) #6 INSULATED COPPER GROUND CONDUCTOR 3Q(2) 3/4"Ox2O'--O" COPPER CLAD GROUND RODS, INSTALL 20'--0" APART AND CONNECT GROUND SYSTEM PER NEC ARTICLE 250. EWER RISER DIAGRAM NOT TO SCALE MAINT. ROOM MENS F GREAT WOMENS ROOM MAINT. GREAT ROOM ROOM C" PROVIDE SURGE SUPRESSION IN FATC FOR CONDUCTORS ENTERING/LEAVING FATC FIN. FLR. �--1 "C WITH CONDUCTORS TO "FACP" IN CLUBHOUSE I:IRE ALARM RISER DIAGRAM NOT TO SCALE f I I I I I I I I 1 I I I I I I I I l I I I f I I I I f I I i _ HEX DOTE; "b" SWITCH CONTROLS FAN; "c" SWITCH CONTROLS LIGHTS. EXACT LOCATION TO BE DETERMINED IN FIELD PRIOR TO ROUGH —IN. Q3 STUB —OUT 5'-0" BEYOND BUILDING. SEE POWER RISER DIAGRAM FOR CONDUIT AND WIRE SIDE. V (1) 3"EC (TELEPHONE) WITH PULL WIRE, STUB —UP 6" AFF AT `TTB , STUB —OUT 5 --0 BEYOND BUILDING, 5Q 4'x4'x3/4" PLYWOOD BACKBOARD, PAINTED WITH (2) COATS OF FIRE RETARDANT PAINT. GRAY IN COLOR. D PROVIDE 1#6 COPPER (INSULATED GREEN) GROUND WIRE TO SERVICE ENTRANCE PANEL, COIL AND STORE 15--0 OF WIRE AT "TTB". CONDUCTOR SHALL BE RUN IN 3/4"C. d m.. kI .11 9A 51 BORES ASSOCIATES ®Cor miftiV Enaginva", Ino. 150 CIRCLE DRIVE IMITLAND, FL. 32751 VOICE: 407,628.0882 FAX; 407,628.7024 HTfP:\\WWW.MAGICH T.NET\-I08r-S E--MAIL; BODESOMAOICNET.NET y 0 Orlando WEFL<`KE APARTMENTS H 54VFCRD,F POOL CABANA FLOOR PLAN ILICTRICAL 2.o1 A 0 c !J w F I& rn L ELECTRICAL DATA 120/240 PANEL. _ "PC"(CABANA)^ NEUTRAL. BUS AMPACTEY 125A SINGLE PANEL. ® L MFMNG FIXTURE SCHEDULE - CLUBHOUSE ELECTRICAL SYMBOL. LIST PANEL. TYPE NQOD MAINS 125A MCB WITH SHUNT TRIP GROUND BUS AMpACf(Y 50A DOUIRLE PANEL ❑ A 2'x 4' FLUORESCENT FIXTURE, UPPER CASE LETTER TAMPS MANUFACTURER MOUNTING SURFACE PRASE 10,3W A.I.G. RATING 22,000 GAMMON PANEL © FIXTURE FlXTURE DESCRlP'TIOrT VOLTAGE REMARKS LETTER INDICATES FIXTURE TYPE; SUBSCRIPT LETTER INDICATES QUANTITY TYPE NAME CATALOG b SWITCH CONTROL. CIRCUIT }DENTIFtCATTON 1 TRIP POLES CIRCUET CIRCUIT POD TRIP AMPS (X�. IDENTIFICATION A2 1'x4' SURFACE MODULAR FLUORESCENT 2 F032/T8 DAYBRITE 1SM232-FS-12 120 1' X 4' FLUORESCENT FIXTURE AMPS X Xi LIGHTOUER LIGHTING -- EXTERIOR 5.3 20 1 1 2 1 20 7.5 RECEPTACLES LITHONIA SURFACE OR PENDANT MOUNTED FLUORESCENT FIXTURE LIGHTING -- INTERIOR 3.1 20 1 3 4 1 20 7.5 RECEPTACLES A3 2'x4' SURFACE MODULAR FLUORESCENT 3 F032/T8 DAYBRITE 2SM332-FS--12 120 LIGHTING - INTERIOR 3.0 20 1 5 6 1 20 7.5 RECEPTACLES LIGHTOLIER AHU--1 32.8 50 2 7 8 1 20 7.5 VENDING MACHINE LITHONIA WALL MOUNTED FLUORESCENT FIXTURE 32,8 -- -- 9 10 1 20 7.5 VENDING MACHINE A4 2'x4' SURFACE MODULAR FLUORESCENT 4 F032/T8 DAYBRITE 2SM432-FS-12 120 B INCANDESCENT, FLUORESCENT OR HID DOWNLIGHT. CU-1 10.9 20 2 * 11 12 1 20 7.5 VENDING MACHINE LIGHTOLIER Qa UPPER CASE LETTER INDICATED FIXTURE TYPE: SUBSCRIPT -� -- -- 13 14 1 20 7.5 RECEPTACLES LITHONIA LETTER INDICATES SWITCH CONTROL. REFRIGERATOR PO. 6 20 1 15 16 1 20 7.5 RECEPTACLES B WALL MOUNTED EMERGENCY LIGHT, BATTERY UNIT 4' SURFACE FLUORESCENT WITH ACRYLIC 2 F032/18 DAYBRITE OWW232 120 EWH-1 . 20 1 17 18 1 20 8 EWC PRISMATIC WRAPAROUND LENS, WHITE END LIGHTOLIER C?i WALL MOUNTED INCANDESCENT, FLUORESCENT OR HID FIXTURE SPARE 20 1 19 20 1 20 SPARE CAPS LITHONIA SURGE SUPRESSION 30 2 21 22 1 20 SPARE i� CEILING MOUNTED EXIT LIGHT. ARROW INDICATES DIRECTIONAL "B" 1 20 SPARE 81 SAME AS TYPE EXCEPT; WITH LOW 2 F032/T8 DAYBRITE OWW232 120 ARROW ON FIXTURE; SHADED AREA INDICATES FACE OF FIXTURE _- - - --- 23 24 TEMP BALLAST LIGHTOLIER LITHONIA WALL OR END MOUNTED EXIT LIGHT TOTAL,. PHASE AMPERES 64,5 52.8 38 30 OTAL PHASE AMPERES * � HCAR TYPE CO SINGLE POLE SWITCH, SUBSCRIPT LETTER INDICATES TOTAL PHASE X AMPERES 102 5 AVERAGE DEMAND AMPERES 102 MAXIMUM PMA5E AMPERES 102 C RECESSED FLUORESCENT DOWNLIGHT,HITSIWITH 2 26W PL PI LIGHTOLIER EACHTREE PFF-8226-RF 120 ° FIXTURE CONTROLLED. (3=3 WAY; 4 =4 WAY) MOUNTED 48" AFF REGRESSED FRESNEL LENS, WHITE IN TOTAL PHASE X1 AMPERES 82.8 10% FUTURE 9 CONNECTED KVA 24.4 COLOR. UL DAMP LOCATION LITHONIA 01t 50A, 240V ELECTRIC RANGE RECEPTACLE. AVERAGE DESIGN AMPERES 117 DEMAND KVA 24.4 D 2'x2' RECESSED HID WITH IMPACT RESISTANT 1 25OW, MH DAYBRITE RDS-25OM-12- 120 CLEAR GLASS OVERLAY LENS WIDELIGHT SFS--138-C 20A, 2 POLE, 3 WIRE, 125V GROUNDED DUPLEX RECEPTACLE LITHONIA 18" AFF, UNLESS OTHERWISE NOTED, Di SAME AS TYPE "D" EXCEPT WITH QUARTZ I 250W, MH DAYBRITE RDS-25OM-12- 120 20A, 2 POLE, 3 WIRE 125V GROUNDED DUPLEX CONVENIENCE RECEPTACLE, ELECTRICAL. DATA 120Z240 PANEL "CH" (CLUBHOUSE) NEUTRAL BUS AMPACTTY 200A SINGLE PANEL ® LAMP WIDELIGITT SFS-138-C--Q MOUNTED ABOVE COUNTERTOP UNLESS OTHERWISE NOTED, 1 250W, QUARTZ LITHONIA PANEL TYPE NQOD MAINS 200A MLO GROUND BUS AMPACITY 100A DOULTLE PANEL ❑ - TELEPHONE WALL OUTLET 18" AFF UNLESS OTHERWISE NOTED TO TTB E RECESSED FLUORESCENT DOWNLIGHT WITH 2 13W PL PEACHTREE PFF-8213-RF 120 � P = PAY PHONE; OUTLET MOUNTED 48" AFF. PROVIDE 3/4" EC MOUNTING SURFACE PHASE 10,3W A.I.C. RATING 22,000 COMMON PANEL. ❑ PEWTER ALZAK REFLECTOR 8" APERTURE LIHFOLIER LITHONIA CIRCUIT IDENTIFICATION 1 TRIP AMPS POLES C} IUD PWM U� POLES TRIP5 AMPS 1 CIRCUIT IDENTIFICATION EM .�''"`"� CONDUIT RUN CONCEALED IN CEILING OR PARTITION. (1/2"C--2#12, 1#12 GND MINIMUM) EMERGENCY BATTERY UNIT WITH 2 HEADS - - FURNISHED CHLORIDE GMI 120 x Xi LIGHTALARMS HALF ARROWHEAD INDICATE CIRCUIT BREAK. LIGHTING 7.5 20 1 1 2 1 20 8 EWCLITHONIA CONCEALED BRANCH CIRCUIT WIRING, HASH MARKS INDICATE NUMBER OF CONDUCTORS LIGHTING 7,5 20 1 3 4 1 20 8 VENDING MACHINE -1,3,5 GROUND CONDUCTOR NOT SHOWN) TWO CONDUCTORS PLUS GROUND REQUIRED LIGHTING 6 20 1 5 6 1 20 8 VENDING MACHINE F 52", 5 BLADE PENDENT MOUNTED PADDLE 4 40W,C CRAFTMADE PX52SW-B5/52S- 120 PENDENT MOUNTED AT 8'-0" AFF UNLESS OTHERWISE NOTED). LP-1,3,5 INDICATE HOMERUN TO PANEL BOARD AND LIGHTING 7,1 20 1 7 8 1 20 >< 8 RECEPTACLES FAN, SANDSTONE, WHITE IN COLOR WITH OR APPROVED SW-F440--SW WITH TO BOTTOM OF LIGHT FIXTURES CIRCUIT NUMBER DESIGNATION. LIGHTING 8.1 20 1 9 10 1 20 8 RECEPTACLES LIGHT KIT EQUAL GLASS # 207 LIGHTING -- EXTERIOR 9.3 20 1 11 12 1 20 9 RECEPTACLES F1 SAME AS TYPE "F" EXCEPT NO LIGHT KIT - - - - CRAFTMADE PX52SW- 05/52S- 120 PENDENT MOUNTED AT 8'-0" AFF '" 0 CONDUIT HOMERUN. HASH MARKS INDICATE NUMBER OF WIRES; NUMBER ADJACENT TO HASH MARKS INDICATE WIRE SIZE LIGHTING 8.3 20 1 13 14 1 20 12 RECEPTACLES OR APPROVED SW TO BOTTOM OF FAN LIGHTING 4.1 20 1 15 16 1 20 8 RECEPTACLES EQUAL CONDUIT TURNING UP RECEPTACLES 7.5 20 1 17 18 1 20 8 RECEPTACLES G WALL MOUNTED INDIRECT FLUORESCENT 2 F032/1`8 FINELITE S1322T8--SC-- 120 MOUNTED AT 8'-0" AFF TO r`ti CONDUIT TURNING DOWN RECEPTACLES 7.5 20 1 19 20 1 20 9 RECEPTACLES FIXTURE, 20 GAUGE STEEL. WHITE IN COLOR UGHTOLIER ASYM-I20-WM BOTTOM OF FIXTURE Q CEILING MOUNTED JUNCTION BOX LATE CONTROL RECEPTACLES 7.5 >< 20 1 21 22 1 20 8 RECEPTACLES WALL MOUNTED JUNCTION BOX ELECTRIC RANGE 35 50 2 23 24 1 20 7.5 RECEPTACLES H CEILING MOUNTED FLUORESCENT WITH 2 13W, PL CAPRI FRD101C 120 'TO -- 35 -- -- 25 26 1 20 7.5 RECEPTACLES WHITE GLOBE LIGHTOLIER Q CONNECTION EQUIPMENT RECEPTACLE - TTB 5 20 1 27 28 1 20 12.1 GARBAGE DISP, DISHWASHER, HOOD l iTHONiA 5 20 1 29 30 1 20 >< SPARE J WALL MOUNTED FLUORESCENT LUMINAIRE 2 26W/PL DABCO 4044 120 MOUNTED AT 7'-6" AFF TO sM MOTOR HORSEPOWER RATED TOGGLE SWITCH BY DIVISION 15 FACP WITH WHITE ACRYLIC DIFFUSER. UL UGHTOLIER BOTTOM OF FIXTURE 1 31 32 1 20 SPARE SPACE LISTED NET LOCATION UTHONIA Cy UNFUSED DISCONNECT SWITCH, NUMBERS INDICATE SWITCH SIZE SPACE 3 34 1 20 SPARE 6OA,2P SPACE iD- 5 1 20 SPARE X SINGLE FACE EXIT SIGN 'RED' LED - - FURNISHED CHLORIDE LSPNWPIR 120 0' FUSED DISCONNECT SWITCH. FUSES SIZED AS SHOWN ON DRAWINGS TOTAL PHASE AMPERES J79,9 75.5 1 59.5 61.6 ITOTAL PIS AMPERES THERMOPLASTIC HOUSING WITH SELF LIGHTALARMS CONTAINED BATTERY UNIVERSAL MOUNTING LITHONIA / MOTOR TOTAL. PHASE X AMPERES 139.4 AVERAGE DEMAND AMPERES 139.4 MAXIMUM PHASE AMPERES 139A PANELBOARD AL.! FLUORESCENT LIGHT FIXTURES SHALL HAVE ELECTRONIC BALLAST. TOTAL PHASE X1 AMPERES 137.1 10%► FUTURE 13 CONNECTED KVA 33.4 � TELEPHONE TERMINAL BOARD (TTB) AVERAGE DESIGN AMPERES 152 4 DEMAND KVA 33.4 "FACP" [;-As FIRE ALARM CONTROL PANEL LKIFMNG FIXTURE SCHEDULE POOL. CABANA "FARA" ELECTRICAL DATA 120f 240 PANEL. "AC" (CLUBHOUSE) NEUTRAL. BUS AMPACITY 400A SINGLE PANEL C� FIRE ALARM REMOTE ANNUNCIATOR _ PANEL TYPE NQOD MAINS 400 MCB WITH SHUNT TRIP GROUND BUS AML'ACiTY 200A DQUITLE PANEL ❑�� FIXTURE DESCT�T�iTON LAMPS MANUFACTURER VOLTAGE REMARKS FIRE ALARM STROBE LIGHT, MOUNTED 80" AFF QUANTITY TYPE NAME CATALOG I MOUNTING SURFACE PHASE 10A - A.I.G. RATING 22,000 COMMON PANEL C1 IT] FIRE ALARM MANUAL PULL STATION, MOUNTED 48" AFF A RECESSED FLUORESCENT DOWNUGHT WITH 2 26W PL PEACHTREE PFF-8226-PTR 120 FIRE ALARM HORN WITH STROBE LIGHT, MOUNTED 80" AFF TRIP CIRCUR TRIP PEWTER ALZAK REFLECTOR 8 APERTURE LIGHTOLIER CIRCUIT IDENTIFICATION 1 AMPS P(x� jCtRCU1ff IX X1 # PAS AMPS k GIRCUfT IDENI7FlGATION WHITE IN COLOR LITHONIA pp FIRE ALARM HORN ONLY, MOUNTED 80" AFF AHU--1 769 100 2 1 2 * 2 60 30.8 CU-1 B 4' SURFACE. FLUORESCENT WITH ACRYLIC 2 F032/T8 DAYBRITE OWW232 120 WP WP = WEATHERPROOF - -7 69 --- -- 3 4 �- -- 30.8 -- PRISMATIC WRAPAROUND LENS, WHITE END LIGHTOLIER LITHONIA SMOKE DETECTOR AHU-2 43.2 60 2 5 6 * 2 40 18.6 CU 2 CAPS (z) HEAT DETECTOR 43.2 -.- -- 7 8 ---- --- I -- C RECESSED FLUORESCENT DOWNLIGHT WITH 2 26W PL PEACHTREE PFF-8226--RF 120 F,HU-3 34.4 50 2 9 10 * 2 35 17.3 CU-3 REGRESSED FRESNEL LENS, WHITE IN LIGHTOLIER © SPRINKLER SYSTEM TAMPER SWITCH _ 34.4 --- -- 11 12 -- -- 17.3 -- COLOR LITHONIA PANEL "CH" 139.4 .200 2 13 14 2 20 12.5 EWH-1 EM EMERGENCY BATTERY UNIT WITH 2 HEADS - - FURNISHED CHLORIDE GMI 120 SPRINKLER SYSTEM FLOW SWITCH -- 139.4 -- --- 15 16 -- - - 12.5 - LIGHTALARMS AFF ABOVE FINISH FLOOR SURGE SUPRESSION 30 2 17 18 1 SPACE LITHONIA AHU AIR HANDLING UNIT 19 20 1 SPACE F 52", 5 BLADE PENDENT MOUNTED PADDLE 4 40W,C CRAFTMADE PX52SW-85/525-- 120 PENDENT MOUNTED AT 8'-0" AFF SPACE 1 21 22 1 SPACE FAN, SANDSTONE, WHITE IN COLOR WITH OR APPROVED SW-F440-SW WITH TO BOTTOM OF LIGHT FIXTURES EC EMPTY CONDUIT SPACE 1 23 24 1 SPACE LIGHT KIT EQUAL GLASS #207 EF EXHAUST FAN SPACE 1 25 26 1 SPACE X SINGLE FACE EXIT SIGN 'RED' LED - - FURNISHED CHLORIDE" L5PNWP1 R 120 EWC ELECTRIC WATER COOLER SPACE 1 27 28 1 SPACE THERMOPLASTIC HOUSING WITH SELF LIGHTALARMS SPACE 1 1 . SPACE CONTAINED BATTERY UNIVERSAL MOUNTING LITHONIA EWH ELECTRIC WATER HEATER TOTAL PHASE AMPERES 272.9 272.9 = HCAR TYPE CB 79.2 79.2 TOTAL PHASE AMPERES G GROUND FAULT INTERRUPTER CU CONDENSING UNIT TOTAL PHASE X AMPERES 352 -- AVERAGE DEMAND AMPERES 281 MAXIMUM PHASE AMPERES 352 WP WEATHERPROOF (NEMA-3R) TOTAL. PRASE X1 AMPERES 352 10% FUTURE 30 CONNECTED WA 84.5 ALL FLUORESCENT LIGHT FIXTURES SHALL HAVE ELECTRONIC BALLAST. AVERAGE DESIGN AMPERES 302 DEMAND KVA 67.6 PHOTOCELL TORK CAT #2101 (12OV) H.O.A. SELECTOR SWITCH MOUNT IN NEMA 1 ENCLOSURE LIGHTING CONTACTOR MOUNT IN NEMA 1 ENCLOSURE TO LIGHTING TO LIGHTS CIRCUITS NOT : 1. LIGHTING CONTACTOR SHALL BE A MECHANICALLY HELD TYPE, RATED AT 30 AMP WITH COIL CLEARING CONTACTS. PROVIDE CONTACTS OR CONTACTORS AS REQUIRED, SEE ELECTRICAL DRAWINGS FOR CIRCUIT NUMBERS AND NUMBER OF CONTACTS. PROVIDE ALL THAT IS REQUIRED. ,ftiQT L.L~PHOTMELL (Qffi CO 7 1ROL AJL - NOT TO SCALE A�r !J E1 FI G H NOTES BOBES ASSOCIATE 150 CIRCI E DRIVE MAIUMD, FL 32751 VOICE: 407.628.0882 FAX: 407.628.7024 HTTP:\\WWW.MAGTCNET.NET\-WOES E-MAIL- BOBE'SOMAGICNET.NET a 1i" e�ap� i -enti9e --sir----------- io F'UGLEBERG KOCH ARCHTTECT3 Orlando zeee► Tafoe rnk wow Fq*. FL Iwo (40 CITY OF SAI'MORD lUESiLAKE APARTMENT5 ----- SANFORD, Fl. IaACM , 1w -- 1 ELCiRiGAI.. ICI-EDuLES, NOTE5 AND 5�'MCL5 --3-0-- f ' E,00 A a.. 42' MCI 18" HEEL PR, Ilvlt 1 1\rtrl Cw.l VV11111�411 Vt\ FLCXfl DFWN DETAIL ( 1 NOT TO SCALE TRAP PRIMER WATER SUPPLY PIPING TO FREQUENTLY USED FIXTURE 1/2- SOFT COPPER FINISHED FL00 �] 4. a TRAP PRIMER CONNECTION -/ PLUMBING SYMBOL LEGEND S LQWRY WASTE R LINE_ HS +.rr,,.,. HOSE BIBB EWH ELECTRIC WATER HEATER SANITARY WASTE LINE - ABOVE FLOOR ,_."....._ BALL VALVE EWC ELECTRIC WATER COOLER - - - - - SANITARY VENT LINE --4`4—•- CHECK VALVE FL FLOOR ----� -- -r--- DOMESTIC COLD WATER r-------- INLINE PUMP HD HUB DRAIN -- - DOMESTIC HOT WATER ---- UNION KS KITCHEN SINK DOMESTIC HOT WATER RECIRCULATED TEMP. & PRESSURE RELIEF VALVE LAV. L LAVATORY ----G ---�- GAS Do WO PLUMBING FIXTURE SYMBOL &MARK MS MOP SINK a „ SD ,,, „� STORM DRAIN - BELOW FLOOR WATER ARRESTOR NIC NOT IN CONTRACT .SD� STORM DRAIN -- ABOVE FLOOR POINT OF CONNECTION TO NEW, EXIST ss SERVICE SINK — COND -- CONDENSATE DRAIN BALANCING VALVE UR URINAL 0 PIPE ELBOW UP AFF ABOVE FINISHED FLOOR WC WATER CLOSET C— PIPE ELBOW DOWN CLG CEILING W/ WITH WCO w-- WALL CLEANOUT FS FLOOR SINK FCO ¢ FLOOR CLEANOUT CS COUNTER SINK GCO 00- GROUND CLEANOUT CW COLD WATER VTR 0- -- - VENT THRU ROOF DtSP DISPOSER RD 0 ROOF DRAIN DN DOWN Fl) a FLOOR DRAIN DF DRINKING FOUNTAIN '~- FD TRAP TRAP SEAL FULL PREVENTS PASSAGE OF FUMES AND VERMIN TRAP PRIMER PIPIT DETAIL NOT TO SCALE 3"x3"x2" DWV FITTING TEE NIBCO #811-16 INSTALL C.O. PLUG ON TOP MOP HANGER — FINISHED WALL 30" HOSI n G.E. WHITE SILICONE It SEALANT 24" 2" VENT CHROME PLATED ESCUTCHEON PLATE AT WALL 3" WASTE PIPE D.N. WITH 3" W.C.O. NIBCO #884 O � A SERVICE FAUCET WITH VACUUM BREAKER AND VANDAL PROOF FLOW CONTROL -- - CORNER TYPE SERVICE SINK W/ RADIUS CORNERS ----- - RIM GUARD PLUMBING FDCTUFE CONNECI1ON SCHEDULE SYMBOL DESCRIPTION CW HW WASTE VENT REMARKS WC--1 WATER CLOSET 1/2' 1 - - 3n 2" HANDICAP UR-1 URINAL 3/4" - - 2" 1 1/2' HANDICAP L-1 LAVATORY 1/2" 1/2" 1 1/2' 1 1/4" WALL HUNG L-2 LAVATORY 1/2' 1/2" 1 1/2" 1 1/4" HANDICAP EWC-1 ELECTRIC WATER COOLER 1/2' - _ 1 1/4" 1 1/4' 7 HANDICAP MS--1 MOP SINK 1/2" 1/2" 3" 1 1/2" -- - - Hp-1 HOSE BIBS 1/2n - - - - RECESSED CS-1 COUNTER SINK 1/2' 1 /211 1 1/2- 1 1 /4" - - - CS--2 COUNTER SINK 1/2" 1/2" 1 1/2" 1 1 /4" - - HOT WATER -- �- 22" HEAT TRAP-',., T HOT WATER Li P&T RELIEF DISCW RUN FULL SIZE (COPPER) TO SPILL OUTSIDE OF BUILDING PIPE TO SPILL OVER FLOOR DRAIN OR OUTSIDE OF BUILDING 3" 3/4" COLD WATER VACUUM BREAKER RELIEF VALVE (TEMP, &PRESS.) f HOSE 18' Af - - — - UNION (TYPICAL) ELECTRIC WATER HEATER EWH--1 3" "A ELECTRIC WATER HEATER 30 GALLON STORAGE (2) 3.0 KW ELEMENTS AT 24OV, 10, 60 CYCLES LOCHINVAR MODEL ETA030--HI 5 YEAR WARRANTY ---3/4" WATER HEATER DRAIN rATER PAN GA VANIZED METAL 18 GAUGE MIN PROVIDE WATER HEATER SUPPORT BASE SEE DETAIL TO MATCH PAN ` 2" X 2" X 1 /4' � � � LENGTH REQUIRED PLUMBING XNERAL NOTES PLUMBING FWrURE SCHEDULE 1. ALL WORK SHALL CONFORM WITH SBCCI STANDARD PLUMBING CODE 1994 WC-1 HANDICAP WATER CLOSET: FLOOR MOUNTED, FLUSH TANK, SIPHON JET, WATER EDITION AND THE CITY OF SANFORD BUILDING DEPARTMENT REQUIREMENTS. SAVER 1.6 GPF, ELONGATED, WHITE VITREOUS CHINA, 18" HIGH FOR HANDICAPPED, WHITE OPEN FRONT SEAT, SUPPLY WITH STOP, AMERICAN 2. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXACT STANDARD "CADET" 2108.408. CHURCH #9400KC - SEAT. ADA APPROVED HANDICAP LOCATIONS OF UTILITIES IN FIELD, ACCESSIBLE. 3. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL UR-1 HANDICAP URINAL: WALL HUNG, TOP SPUD WATER CONSERVING 1.0 GPF,FLUSH EXISTING BUILDING CONDITIONS. VALVE, WASHOUT, WHITE VITREOUS CHINA, FLOOR MOUNTED CARRIER, AMERICAN STANDARD "WASHBROOK" 6501.010. ZURN Z--6003XL--WS1 EXPOSED 4. COORDINATE WORK WITH ALL OTHER TRADES TO AVOID INTERFERENCES, FLUSH VALVE, ZURN ZR-1222 CARRIER. MOUNT AT ADA APPROVED HANDICAP ACCESSIBLE HEIGHT, 5. INSTALL ALL WATER, WASTE AND VENT PIPING IN ACCORDANCE WITH ALL APPLICABLE CODES. L-1 LAVATORY: 20" X 18" WALL HUNG, WHITE VITREOUS CHINA, FLOOR MOUNTED CARRIER, SINGLE LEVER CENTERSET FAUCET WITH POP-UP WASTE, BRASS P- 6. SOIL, WASTE AND VENT PIPING SHALL BE CAST IRON WITH "NO -HUB" TRAP, SUPPLIES WITH STOP. AMERICAN STANDARD "LUCERNE" 0355.012, 2000.101 CONNECTIONS OR PVC WITH DMW FITTINGS WHERE ALLOWED BY CODE. FAUCET. 7. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING L-2 HANDICAP LAVATORY: 20' X 18" WALL HUNG, WHITE VITREOUS CHINA, FLOOR HEIGHTS OF ALL PLUMBING FIXTURES, MOUNTED CARRIER, SINGLE LEVER CENTERSET FAUCET WITH FLAT GRID STRAINER, BRASS P-TRAP, SUPPLIES WITH STOP, INSULATE HOT WATER AND 8. ALL EXPOSED PIPING AT PLUMBING FIXTURES SHALL BE CHROME PLATED WASTE PIPING BELOW LAVATORY. AMERICAN STANDARD LUCERNE' 0355.012, BRASS WITH ESCUTCHEON PLATES AT THE WALL, FLOOR OR CEILING 2000.101 FAUCET. PENETRATIONS. CS-1 COUNTER SINK: 19" X 22" SINGLE BOWL, 18 GAUGE TYPE 304 STAINLESS STEEL, 9. COLD WATER AND HOT WATER PIPING SHALL BE TYPE "L" HARD COPPER, COUNTER MOUNTED, SELF RIMMING, SINGLE HANDLE FAUCET, CRUMB CUP STRAINER, SUPPLIES WITH STOP, BRASS P-TRAP. ELKAY "LUSTERTONE" LR-1922, 10. INSULATE ALL HOT WATER PIPING WITH 1-1/2" FIBERGLASS WITH FOIL LKA--4160 FAUCET, LK-35 STRAINER, T & S BRASS B-1305 SUPPLIES, KOHLER K- JACKETING. INSULATE ALL HOT WATER AND WASTE PIPING BELOW 9000 P-TRAP, HANDICAPPED LAVATORIES WITH TRAP WRAP, CS-2 COUNTER SINK: 33" X 22" DOUBLE BOWL, 18 GAUGE TYPE 304 STAINLESS STEEL., 11. ALL PIPING SHALL BE FIRMLY ANCHORED AND SUPPORTED TO PREVENT SWAY COUNTER MOUNTED, SELF RIMMING, DUAL HANDLE FAUCET WITH SWING AND VIBRATION THE ENTIRE LENGTH, SPOUT AND SPRAY, CRUMB CUP STRAINER, SUPPLIES WITH STOP, BRASS P-TRAP. ELKAY "LUSTERTONE" LR-3322, LK-4160 FAUCET, LK--35 STRAINER, T & S BRASS B- 12, CONTRACTOR SHALL FURNISH AND INSTALL WATER SHOCK ARRESTERS EQUAL 1305 SUPPLIES, KOHLER K-9000 P-TRAP. TO ZURN SHOKTROL AS SHOWN ON PLANS AND AS PER MANUFACTURER'S RECOMMENDATIONS. AIR CHAMBERS SHALL NOT BE SUBSTITUTED FOR DISPOSER: SINK MOUNTED, STAINLESS STEEL IMPELLERS AND GRIND FACTORY FABRICATED WATER SHOCK ARRECTORS. c , ATED COMPONENTS, INSULATED,HP, 1725 RPM, 115 VOLT, 1 PHASE, 60 CYCLE. ELKAY CENTURY LKATED 13. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMER CONNECTIONS AND SHALL BE SUPPLIED FROM AUTOMATIC TRAP PRIMERS CONNECT TO THE NEAREST SINK. EWC-1 ELECTRIC WATER COOLER: WALL HUNG, HI --LOW, HANDICAP ACCESSIBLE, RUN 1 /4" SOFT COPPER TUBING FROM TRAP PRIMERS TO FLOOR DRAIN TRAP STAINLESS STEEL, FRONT PUSH BARS, SUPPLY WITH STOP, BRASS P-TRAP, 8.0 PRIMER CONNECTION, TRAP PRIMERS SHALL BE EQUAL TO ZURN "SANI--GUARD" GPH OF 50 DEGREE WATER, 1 /5 HP COMPRESSOR, 5.4 FLA 115V, 1 PHASE, 60 CYCLE. HALSEY TAYLOR HAC8BL-Q. MODEL Z-1022, 14. FURNISH AND INSTALL A TIME CLOCK FOR THE WATER HEATER EWH--1. FD-1 FLOOR DRAIN: CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP, ADJUSTABLE TYPE B NICKEL BRONZE 15. ALL WATER PIPING SHALL BE SLOPED TO DRAIN. STRAINER, TRAP PRIMER CONNECTION, ZURN Z-- 415--P. 16. ALL SOIL, WASTE, AND VENT PIPING SHALL BE SLOPED 1 /4' PER FOOT MINIMUM. MS-1 MOP SINK: 24" X 24" X 12" MOLDED STONE, FLOOR MOUNTED, WITH WALLMOUNTED FAUCET WITH 3/4" HOSE THREAD SPOUT, INTEGRAL STOPS, WALL 17, PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR METALS, BRACKET, PAIL HOOK AND VACUUM BREAKER, HOSE AND HOSE BRACKET, MOPHANGER, STAINLESS STEEL FLAT STRAINER AND STAINLESS STEEL EDGE GUARD. FIAT MSB-2424, 830-AA FAUCET, 832-AA HOSE AND BRACKET, 889-CC MOP HANGER, 1452-08 STRAINER. HB--1 HOSE BIBB: WALL MOUNTED, BRASS. CHROME, PLATED, VACUUM BREAKER, 3/4" HOSE THREAD SPOUT. WOODFORD MODEL 24. WATER ARRESTOR EQUAL TO ZURN SHOCKTROL MODEL Z--1700, 65 PSI MAX. RATING. MAXIMUM PIPING LENGTH COVERED BY ONE ARRESTOR SHALL BE 20 LINEAR FT, FINISHED WALL TYPE "A"-11FU MAX; TYPE "B"=30FU MAX; TYPE "C"=60FU MAX. 1/2' FLANGED FEMALE INLETH.B., & 1/2 HOSE THREAD ON OUTLET, ALL WATER ARRESTORS SHALL BE TYPE "A" UNLESS OTHERWISE SHOWN. ROUGH CHROMIUM PLATED W/ VACUUM /ABLE HANDLE BREAKER. SEE PLUMBING WCO WALL CLEANOUTS: EQUAL T0: EQUIPMENT SCHEDULE, ALL AREAS: ZURN, Z-1446 FCO FLOOR CLEANOUTS: EQUAL TO: FINISHED AREAS: ZURN, ZN-1400 CARPETED AREAS: ZURN, ZN-1400-CM UNFINISHED AREAS: ZURN, Z-1400 TILE AREAS: ZURN, ZN--1400-T 1j2" C.W. SUPPLY GCO GRADE CLEAN OUTS: EQUAL TO: ALL AREAS: ZURN Z-1449 1/2' CHROMIUM PLATED/VANDAL PROOF VACUUM BREAKER. SEE PLUMBING EQUIPMENT SCHEDULE. STANDARD FRAME- �- i AND COVER FINISH GRADE ■_ � it w r _ _ � it 3/4" PRESSURE RELIEF CONNECTION TO DISCHARGE OUTSIDE 1/2" N.W. WALL MOUNTED INSTANT FLOW WATER HEATER EWH--2 9 0 �n a" WYE i - 6" SANITARY SEWER ::3 GFC►UN CLEANUUT DETAIL 1/2" C.W. NOT TO SCALE STANDARDFRAME - TAND AND COVER FINISH GRADE I RECEPTACLE ,,,Itflt,Il. „BIN x `i POINT OF CONNECTION WATER HEATER. TANK CONSTRUCTION WYE , ti SOLID COPPER. ELEMENT CHROMALOX CARTRIDGE TYPE, 6" SANITARY 2 1/2 GALLONS. 1500 WATTS MODEL W--152 I.S.E. SEWER LOCATE HEATER BELOW COUNTER OR SINK. , 4" X 4' X 1 j8" PLATE WELDED 3/4" OUTDOOR TYRE TO LEGS (TYPICAL OF 4) � QQN*� ,,���! ANT _ PLYWOOD TO N l ION WANT /� �� i w MATCH PAN SIZE FLOW KATER HEATER TWO WAY GROUND CLEANOUT DETAIL NOT TO SCALE I A I w 90C_'r"y ur�m_ w -ter% ^I /rMwArtirsrr r %r_-r w it NOT TO SCALE NoTEs 0� 0; GI H V� 3) BOBEs AssoclATES 130 CIRCLE DRIVE MAITLAND. FL 32751 VOICE: 407.628.0882 FAX: 407.628.7024 HTTP:1\WWW.MAGICNET.NET\a ROBES E-"L- 8O8£SOMABICNET.Nl T t- I _2 1/0W MOM IT RW. FNo Daor - _ _ .L- VGL BERG KQCH ARcHm ,,.Ts Orlando 250 Teq* Nk 1hi W Pak R. 3M - - - (407) 820-OW IUESiLAKE R__� a aeJ► ,4FARiMENt5 - '°m' b - rw 3643•01 PLUMING NOTES, 5CHEDULE5 AND i R02 DETAIL5 LA C IA E F G ." DIVISION 15 -- MECHANICAL SECTION 15010 -- GENERAL PROVISIONS FOR MECHANICAL WORK PART 1 - GENERAL 1.01 This section covers the general arrangement of the mechanical systems and related items to complete the work as shown on the drawings and as specified herein. All applicable provisions of the General Conditions, Supplemental General Conditions and Special Conditions are hereby made a part of this Section. 1.02 The work shall include complete testing of all equipment and piping at the completion of the work and making any minor connection changes or adjustments necessary for the proper functioning of the system and equipment. 1.03 Work under this section shall conform to all governing codes, ordinances and regulations of the City, County and State. 1.04 The Contractor shall be responsible for all errors in fabrication, for the correct fitting, installation and erection of the various mechanical systems as shown on the drawings. 1.05 CODES, RULES, PERMITS, FEES, INSPECTION, REGULATIONS, ETC. A. The mechanical contractor shall give all necessary notices, obtain and pay for all permits, government sales taxes, inspections and other costs including all utility connections, meters, meter settings, taps, tap fees, extensions, etc. in connection with his work; file all necessary plans, prepare all documents and obtain all necessary approvals of all governmental departments and or the appropriate municipality of utility company having jurisdiction, whether indicated, specified or not. He shall also obtain all required certificates of inspection for his work and deliver same to the architect before request for acceptance and final payment for the work. ignorance of codes, rules, regulations, laws, etc, shall not render the mechanical contractor irresponsible for compliance. Each contractor shall also be versed in all codes, rules and regulations pertinent to his part of the work prior to submission of a proposal. 8. Each mechanical contractor shall include in his .work, without extra cost to the owner, any labor, materials, services, apparatus or drawings in order to comply with all applicable laws, ordinances, rules and regulations, whether or not shown on the drawings and/or specified. C, All materials furnished and all work installed shall comply with the National Fire Codes of the National FireProtection Association, with the requirements of local utility companies and with the requirements of all governmental departments having jurisdiction. D. All materials and equipment for the electrical portion of the mechanical systems shall bear the approved label of, or shall be listed by the Underwriters Laboratories, Inc. E. All plumbing work is to be constructed and installed in accordance with plans and specifications which have been approved in their entirety and/or reflect any changes requested or required by the Standard Plumbing Codes, Standard Gas Codes and/or the Local Authority having jurisdiction. Plumbing work shall not commence until such plans have been received by the plumbing contractor. F. All heating, ventilation and air conditioning work shall be accomplished in accordance with the state or local building code and amendments thereto, the latest standards recognized by the American Society of Heating, Refrigeration and Air Conditioning Engineers and the National Fire Protection Association. G. Where minimum code requirements are exceeded in the design of the plumbing, HVAC or fire protection systems the design shall govern. H. The mechanical contractor shall ensure that his work is accomplished in accordance with OSHA Standards and that he conducts his work and the work of his personnel on this project in accordance with some. 1. All work in conjunction with a natural gas installation shall, in addition to all other codes, rules, regulations, standards, etc, comply with the requirements of the local gas supplier and or municipality. J. All work relating to the handicapped shall be in accordance with regulations currently enforced by the authority having Jurisdiction. K. Ali work in relation to domestic water systems shall, in addition to all other codes, rules, regulations and standards be in compliance with the requirements of the local water utility company. L. All work in relation to the installation of sanitary or storm sewers shall, in addition to all other codes, rules, regulations and standards, be in compliance with the local agency governing such installations. PART 2 - DRAWINGS AND SPECIFICATIONS 2.01 Contract drawings for work under this section are in part diagrammatic, intended to convey the scope of work and indicate the general arrangement of equipment, ducts, piping and the approximate size and location of equipment and outlets. The Contractor shall follow these drawings in laying out his work and shall verify spaces in which his work will be installed, indicating to the Architect where any conflicts or overlapping of systems occur. 2.02 Where job conditions require reasonable changes in indicated locations and arrangement, proposed departures shall be submitted with detailed drawings to the Architect for approval before any of the proposed work is commenced. All approved departures shall be made at no additional cost to the Owner. 2.03 The drawings and the specifications are intended to indicate complete and working systems, unless specifically indicated to the contrary. The work Includes the furnishing, installing and connecting of a complete working installation in each case to the full extent set forth in the drawings and herein specified. The Contractor shall be responsible for the complete functioning system, unless specifically noted otherwise. 2.04 The drawings and specifications shall be considered as cooperative, work and material included in either, through not mentioned in both, shall be a part of the work to be accomplished and shall be carried out completely in as thorough a manner as if covered by both. PART 3 - EQUIPMENT DESIGN AND INSTALLATION DIVISION 15 -- MECHANICAL 3.01 The design, manufacture, testing and method of installation of all SECTION 15140 - SUPPORTS AND ANCHORS apparatus and materials furnished under the requirements of these specifications shall conform to the applicable standard rules of the PART 1 - GENERAL following. Where materials are not specifically referred to, but are required, they shall meet the requirements of the applicable code. 1.01 WORK INCLUDED NEMA National Electrical Manufacturer's Assoc. A. Pipe and equipment hangers, supports, and associated UL Underwriter's Laboratories, inc. anchors. ASME American Society of Mechanical Engineers ASTM American Society of Testing Materials 1.02 RELATED WORK: ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers jA. Section 15410 - Plumbing Piping SBCCI Southern Building Code Congress International NFPA National Fire Protection Association PART 2 - PRODUCTS NEC National Electrical Code ARI Air Conditioning & Refrigeration Institute 2.01 PIPE HANGERS AND SUPPORTS SMACNA Sheet Metal and Air Conditioning Contractor's National Association A. Hangers for pipe sizes < to 1 < inch: Malleable iron/carbon OSHA Occupational Safety and Health Adm. steel, adjustable swivel, split ring. EPA Environmental Protection Agency State of Florida Department of Community Affairs B. Multiple or Trapeze Hangers: Steel channels with welded Energy Code Program spacers and hanger rods; cast iron roll and stand for hot pipe sizes 6 inches and over. 3,02 Unless otherwise specified, equipment and material so the some type and used for the some purpose, shall be products of the same C. Wall support for pipe sizes to 3 inches: cast iron hook. manufacturer. D. Wall support for pipe sizes 4 inches and over: Welded steel PART 4 -- TESTS -- GENERAL bracket and wrought steel clamp; adjustable steel yoke and ' cast iron roil for hot pipe sizes 6 inches and over. 4.01 All tests required to establish the adequacy, quality, safety, completed status and suitable operation of each system and all E. Vertical piping shall be supported in the center of each riser components thereof shall be made in the presence of and to the but not over 15 feet on centers and shall be supported at the satisfaction of the Architect or his authorized representative and base of the riser on a base elbow or tee with pipe stand only other representatives of State and local Government. All where shown on drawings. Pipe support shall be a riser instruments, labor and expert service necessary to conduct these clamp. For uninsulated brass or copper pipe or tubing, the tests shall be supplied by the Contractor; power and fuel will be riser clamp shall be compatible with nonferrous piping or shall furnished by the Owner. be electrolytically coated steel as for hangers. 4.02 The final inspection and tests are to be made only after the F. Copper pipe support: Carbon steel ring, adjustable, copper Architect is satisfied that the work described in these specifications plated, has been completely installed in accordance with the true spirit and intent of these specifications and that complete preliminary tests 2.02 HANGER RODS wee made which indicate adequacy, quality, completion and satisfactory operation. The acceptance of the work herein specified, A. Steel hanger rods: Threaded both ends, threaded one end, or shall not in any way prejudice the Owner's right to deamdn continuous threaded, replacement of defective material and/or workmanship. 2.03 INSERTS PART 5 -- GUARANTEE AND SERVICE: A. Inserts: Malleable Iron case of galvanized steel shell and 5.01 GUARANTEE: expander plug for threaded connection with lateral adjustment, top slot for reinforcing rods, lugs for attaching to A. All equipment shall be guaranteed for a period of one (1) year forms; size inserts to suit threaded hanger rods, from the date of acceptance, as evidenced by date of 2.04 BEAM CLAMPS certificate for final payment, against defective materials, design and workmanship. A. Beam clamps shall hove malleable iron jaws, steel bolt or tie 5.02 SERVICE: rod and nut. A. In addition to the guarantee, the Contractor shall provide all B. C-clamps will not be permitted unless retainer is provided. repair and adjustment service necessary for the proper 2.05 FINISH operation of the entire system for a period of one (1) year after the system is put into operation (concurrent. with the A. Prime coat exposed steel hangers and supports. Hangers Guarantee). Upon receipt of notice from the Owner's and supports located in crawl spaces, pipe shafts, and representative of failure of any part of the guaranteed suspended ceiling spaces are not considered exposed. equipment during the guarantee period, the affected part shall be replaced promptly with a new part without cost to the PART 3 - EXECUTION Owner. Upon failure to take action within 24 hours after being notified, the work will be accomplished by the Architect 3,01 INSERTS at the expense of the Contractor. A. Provide inserts for suspending hangers from reinforced PART 6 - PERMITS AND INSPECTION. concrete slabs and sides of reinforced concrete beams. 6.01 The Contractor shall secure and pay for all permits, licenses, B. Provide hooked rod to concrete reinforcement section for insurance and inspections required for the execution of the work on inserts carrying pipe over 4 inches. the project and deliver to the Architect all certificates relgated to and issued by the authorities having Jurisdiction. These include a C. Where concrete slabs form finished ceiling, provide inserts to certificate of final approval from the Underwriters' Inspection be flush with slab surface. Bureau having jurisdiction, pursuant to all electrical work, a certificate of inspection and approval from the State Department of D. Where inserts are omitted, drill through concrete slab from Health Plumbing Inspector and/or local authorities pursuant to all below and provide thru-bolt with recessed square steel plate plumbing work. and nut recessed into and grouted flush with slab. PART 7 - CONTRACTOR FURNISHED DRAWINGS, DESCRIPTIVE 3,02 PIPE HANGERS AND SUPPORTS DATA AND MANUALS A. Support horizontal piping as follows: 7.01 SHOP DRAWINGS: A. in accordance with the General Conditions, shop drawings shall be submitted on all units of prefabricated materials. PART 8 - DEFINITIONS 8.01 CONTRACT DOCUMENTS: A. All documents pertinent to the quality and quantity of work to be performed on the project. Includes but not limited to: .plans, specifications, instructions to bidders, general and special conditions, addenda, alternates, list of materials, list of sub --contractors, unit prices, shop drawings, field orders, change orders, cost breakdown, periodical payment requests, etc. 8.02 INTENT: A. It is the intention of these specifications and all associated drawings to call for finished work, tested and ready for operation. Wherever the word "provide" is used, it shall mean "furnish and install complete and ready for use B. Details not usually shown or specified, but necessary for the proper installation and operation of systems, equipment, materials, etc., shall be included in the work, the some as If herein specified or indicated. END OF SECTION 15010 Single Thickness Maximum Spacing Nominal Rod of insulation Ferrous Copper Pipe Size Diameter Shield Piping Tubing 3/4" & under 3/8" 16 gouge 6' 5' 1" 3/80 16 gouge 7' 6' 1-1/4" 3/8" 16 gauge 8' 8' 1-1/2" & 2" 3/8" 16 gauge 9' 8' 2-1/2" & 3" 1/2" 16 gauge 12' 8' 4" & 5" 5/8" 16 gauge 14' 5' B. Install hangers to provide minimum < Inch space between finished covering and adjacent work. C. Place a hanger within 12 inches of each horizontal elbow. D. Use hangers with 1-1/2 inch minimum vertical adjustment. E. Support horizontal cost iron pipe adjacent to each hub, with 5 feet maximum spacing between hangers. F. Support vertical piping at every other floor, Support vertical cast iron pipe at each floor at hub. G. Where several pipes can be installed in parallel and at some elevation, provide multiple or trapeze hangers. H. Support riser piping Independently of connected horizontal piping. END OF SECTION 15140 SECTION 15260 -- PIPING INSULATION PART 1 - GENERAL 1.01 WORK INCLUDED A. Piping insulation. B. Jackets and accessories. PART 2 - PRODUCTS 2.01 INSULATION A. Type A glass fiber insulation; ANSI/ASTM C547; X' value of .24 at 75 degrees F; noncombustible. 2.02 JACKETS A. Interior applications: 1. Vapor Barrier Jackets: Kraft reinforced foil vapor barrier with self-sealing adhesive joints. 2. PVC Jackets, One piece, premolded type. 3. Canvas Jackets: UL listed treated cotton fabric, 6 oz/sq. yd. 2.03 ACCESSORIES A. Insulation Bonds: 3/4 inch wide; 0.015 inch thick galvanized steel, stainless steel, 0.007 inch 0.18 thick aluminum. PART 3 -- EXECUTION 2.01 PREPARATION A. Install materials after piping has been tested and approved. 2.02 INSTALLATION A. Install materials in accordance with manufacturer's instructions. 8. Continue insulation with vapor barrier through penetrations. C. In exposed piping, locate insulation and cover seams in least visible conditions. D. On insulated piping with vapor barrier, insulate fittings, valves, unions, flanges, strainers, flexible connections; and expansion joints. E. Provide an insert, not less than 6 inches long, of some thickness and contour as adjoining insulation, between support shield and piping, but under the finish jacket, on piping 2 inches in diameter or larger, to prevent insulation from sagging at support points. inserts sholl be cork or other heavy density insulating material suitable for the planned temperature range. Factory fabricated inserts may be used, Insert shall extend around bottom 120 degrees of pipe barrel and shall be included inside vapor barrier jacket where applied. See Section 15140 for shields and hangers. F. Neatly finish insulation at supports, protrusions, and interruptions. C. Jackets A. Indoor, concealed applications: Insulated dual - temperature pipes or pipes conveying fluids below ambient temperature shall have vapor barrier jackets, factory -applied or field --applied. Insulate fittings, joints, and valves with molded insulation of like material and thickness as adjacent pipe, and finish with glass cloth and vapor barrier adhesive. B. Indoor, exposed applications: For pipe exposed in mechanical equipment rooms or in finished spaces, insulate as for concealed applications. Finish with canvas jacket; size for finish painting. Do not use PVC jackets. PIPING PIPE SIZE INSULATION (Inch) THICKNESS (Inch) Domestic Hot Water Supply All 1/2" Chrome Plated Piping to Plumbing Fixtures None DIVISION 15 - MECHANICAL SECTION 15410 - PLUMBING PIPING PART 1 -- GENERAL 1,01 WORK INCLUDED A. Pipe and pipe fittings. B. Valves C. Sanitary sewer piping system. D. Domestic water piping system. 1,02 RELATED WORK A. Section 15050 - Basic Materials and Methods B. Section 15140 - Supports and Anchors C. Section 15260 Piping insulation D. Section 15430 - Plumbing Specialties E. Section 15440 - Plumbing Fixtures and Equipment 1.03 QUALITY ASSURANCE A. Valves: Manufacturer's name and pressure rating marked on valve body. CONTINUED NEXT SHEET n R u F9 F G NOTES ZV BOBEs AssocIATE Consulting Engineers, Inc. 130 CIRCLE DRIVE MAM.AND, F L 32751 VOICE: 407.628.0882 FAX. 407.628.7024 HTTPs`\WWW-MAG1CNET.NET\-WBES E--MAJU BO8ESOMAGICNET.NET _�....-- raw, ow Door 0 As FUGLEHERG KQCH ARCHITECTS Orlando 2W Tells TrA %ft Park, m aZ P L\ 5 't Gly OF S A Ma' s D U.'ESTLAK� APAR7MFN?6 $A!NFC�G,FL - e,��', * -°0.Y- Iwo � yMy.q MECHANICAL 51'ECIFIraTI0N5 '. Sf -'. NOTES ES <., 0 10 C NEz N w G PART 2 - PRODUCTS 2.01 SANITARY SEWER PIPING A.. Cast Iron Pipe: ASTM A74, service weight. Fittings, cast iron. Joints, Hub -and -spigot, CISIP HSN compression type with ASTM C564 neoprene gaskets or lead and oakum. B. Steel Pipe: ASTM A53 or A120, Schedule 40 galvanized. Fittings: Galvanized malleable cast iron drainage pattern. Joints: screwed. C. At contractor's option, and if allowed by the local authorities having jurisdiction, plastic piping may be used. D. PVC Pipe: ASTM D2665 SC40. Fittings: PVC. Joints: ASTM D2855, solvent weld, 2.02 WATER PIPING A. Copper water tube (ASTM B88) type 1" above slab; type "K" below slab or below grade outside the building with wrought - copper (ASNI 816.22) or cast brass (ANSI 816.18) pressure fittings and allow grade (ANSI/ASTM B32) 95TA lead-free solder joints. B. Copper water tube below slab or grade shall be protected against corrosion by coating or wrapping with an approved inert material. Joints below slob or not allowed. C. At contractor's option, and if allowed by the local authorities having jurisdiction, plastic piping may be used. D, All plastic piping shall be rated continuous service for 100 psi working pressure at 180 degrees F. and shall comply with ASTM/NSF--pw Standards 14 and 61, E. Piping above floor slab only: CPVC--HCWD, CTS, SDR-11, rigid (ASTM D--2846) plastic pipe with solvent cement socket welded type pressure fittings. F, Piping below floor slab or below grade outside the building: CPVC sched. 80 rigid plastic pipe (ASTM F441) with Sched. 80 (ASTM F438) cement socket welded type pressure fittings, Compression and crimp -style fittings or joints below slab are not allowed. 2.03 DIELECTRIC CONNECTIONS A. Union with galvanized or plated steel threaded end, copper solder end, water impervious isolation barrier. 2.04 GLOBE VALVES AND GATE VALVES A. Up to 2 inches: Bronze body, rising stem and handwheel, inside screw, renewable composition disc, solder/screwed ends with backseating capacity. B. Over 2 inches: iron body, bonze trim, rising stem and handwheel, OS&Y, plug -type disc, flanged ends. 2.05 BALL VALVES A. Up to 2 inches: Bronze/stainless steel body, stainless steel ball, Teflon seats and stuffing box ring, lever handle and balancing stops/solder/threaded ends/with union. B. Over 2 Inches: Cast steel body, chrome plated steel ball, Teflon seat and stuffing box seals, lever handle or gear drive handwheel for sizes 10 inches and over, flanged. 2.07 SWING CHECK VALVES A. Up to 2 Inches: Bronze 45/22 degree swing disc, solder/screwed ends. B. Over 2 Inches: iron body, bronze trim, 45/22 degree swing disc, renewable disc and seat, flanged ends. 2.08 WATER PRESSURE REDUCING VALVES A. Up to 2 Inches: Bronze body, stainless steel and thermoplastic internal parts, fabric reinforced diaphragm, strainer, threaded/and single union/double union ends. 8. Over 2 Inches: Cost iron body, bronze fitted, elostomer diaphragm and seat disc, flanged. 2.09 RELIEF VALVES A. Bronze body, Teflon seat, steel stem and springs, automatic, direct pressure actuated, capacities ASME certified and labeled. PART 3 - EXECUTION 3.01 PREPARATION A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe. B. Remove scale and dirt, on inside and outside, before assembly. C. Prepare piping connections to equipment with flanges or unions. 3.02 INSTALLATION A. Provide non -conducting dielectric connections wherever jointing dissimilar metals. B. Route piping in orderly manner and maintain gradient. C. Install piping to conserve building space and not interfere with use of space. D. Group piping when ever practical at common elevations. E. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment. F. Provide clearance for installation of insulation and access to valves and fittings. G, Provide access where valves and fittings are not exposed. H. Slope water piping and arrange to drain at low points. 3.03 APPLICATION A. Install brass male adapters each side of valve in copper pipe system. Sweat solder adapters to pipe. B. Install gate, ball or butterfly valves for shut-off and to Isolate equipment, part of system, or vertical risers. C. Install globe/ball/butterfly valves for throttling, bypass, or manual flow control services. 3.04 DISINFECTION OF DOMESTIC WATER PIPING A. Prior to starting work, verify system is complete, flushed and clean. B. Ensure PH of water to be treated is between 7.4 and 7.6 by adding alkali (caustic soda or soda ash) or acid (Hydrochloric). C. Inject disinfectant, free chlorine in liquid, powder, table or gas form, throughout system to obtain 50 to 80 mg/ residual. D. Steed water from outlets to ensure distribution and test for disinfectant residual at minimum 15 percent of outlets. E. Maintain disinfectant in system for 24 hours. F. If final disinfectant residual test less than 25 mg/L, repeat treatment. G. Flush disinfectant from system until residual equal to that of incoming water or 1,0 mg/L. END OF SECTION 15410 DIVISION 15 -- MECHANICAL SECTION 15430 - PLUMBING SPECIALTIES PART 1 - GENERAL 1.01 WORK INCLUDED a. Water hammer arrestors. b, Hose bibbs hydrants. 1,02 RELATED WORK A. Section 15140 - Supports and Anchors B. Section 15410 -- Plumbing Piping, C. Section 15440 - Plumbing Fixtures and Equipment. PART 2 -w PRODUCTS 2.01 WATER HAMMER ARRESTERS A., Engineered water hammer arresters shall be the Mini -rester as manufactured by Sioux Chief Mfg. Co. Arresters shall be of the piston type with a seamless type L copper chamber and have a 60 psi air charge above a three o-ring piston. Units shall be certified and sized by PDI--WH2O1, approved by ASSE-1010 and carry an unconditional lifetime warranty. Arresters shall be installed per manufacturer's installation instructions. SEE DRAWING NOTES. 2.02 HOSE BIBBS/HYDRANTS A. Bronze or brass, replaceable hexagonal disc, hose thread spout, chrome plated where exposed to interior/and to exterior with vacuum breaker in conformance with ANSI/ASSE 1011, B. ANSI/ASSE 1019; non -freeze, self -draining type with chrome plated/polished bronze/woll plate/lockable recessed box hose thread spout, removable key, and vacuum breaker. PART 3 -- EXECUTION 3.01 PREPARATION A. Coordinate cutting, forming and roof or floor construction to receive drains to required invert elevations. 3.02 INSTAU ATiON AND APPLICATION A. Install specialties in accordance with manufacturer's instructions to permit intended performance. B. Extend cleanouts to finished floor or wall surface. Lubricate threaded cleanout plugs with mixture of graphite and linseed oil. Ensure clearance at cleanout for rodding of drainage system. C. Encase exterior cleanouts In concrete flush with grade. END OF SECTION 15430 SECTION 15440 -- PLUMBING FIXTURES AND EQUIPMENT PART 1 - PLUMBING FIXTURES 1.01 GENERAL A. All plumbing fixtures and their installation shall conform to the requirements of the applicable Plumbing Code. B. Exposed metal work shall be bright chrome -plated brass except as noted. C, All fixtures shall be by the some manufacturer. 1,02 MANUFACTURERS A. American Standard, Crane, Kohler, EI jer, Briggs, Halsey Taylor, Oasis, Bemis, Elkay, or equal, SEE NOTES ON DRAWINGS, PART 2 -- PRODUCTS 2.01 Provide fixtures and trim where specified on drawings. 2.02 Products listed in schedule on drawings shall determine quality and grade required. If other than those listed in schedule are to be used, equal or parallel grade shall be used. PART 3 -- INSTALLATION 3.01 Install each fixture with traps, easily removable for servicing and cleaning. 3.02 Provide bright chrome plated flexible supplies to fixtures with wheel handle stops, reducers and escutcheons. 3.03 All wall -hung fixtures shall be furnished with carriers. 3.04 Work shall be accurately laid out and roughed -in so that all piping will be straight and true without bends and offsets and no such bends and offsets will be acceptable unless they are unavoidable and are allowed by the Architect. 3.05 Seal fixtures to wall and/or floor surfaces with sealant, color to match fixtures. 3.06 If fixture mounting surfaces do not allow mounting to be level and plumb, surfaces are to be grounded smooth and Out. PART 4 - DRAINS 4.01 All drains shall be constructed of the finest quality cast iron, coated with the manufacturer's standard protective paint and furnished with all items specified and shall conform to Local and State Plumbing Code. 4.02 Exposed metal work shall be bright chrome plated brass except as noted. 4.03 All drains shall be as manufactured by Josam, Wade, Zurn, or approved equal, 4.04 SEE SCHEDULE DRAWINGS. END OF SECTION 15440 SECTION 15450 - DOMESTIC WATER HEATERS PART 1 - GENERAL 1.01 WORK INCLUDED: A. Water heaters, electric, 1.02 SEE DRAWINGS FOR FURTHER CONDITIONS, REQUIREMENTS, AND SCHEDULES. 1.03 QUALITY ASSURANCE: A. insure products and installation of specified products are In conformance with recommendations and requirements of the following organizations: National Sanitation Foundation (NSF). American Society of Mechanical Engineers (ASME), National Board of Boiler and Pressure Vessel Inspectors (NBBPA), National Electrical Manufacturer's Association (NEMA). Underwriters' Laboratories (UL) 1.04 DELIVERY, STORAGE AND HANDLING: A. Deliver products to site under provisions of Section 15010. B. Store and protect products under provisions of Section 15010. C. Provide temporary inlet and outlet caps. Maintain caps in place until installation. 1.05 SUBMITTALS: A. See Section 15010 for information on submittals. PART 2 - PRODUCTS 2.01 RESIDENTIAL ELECTRIC WATER HEATER: A. Provide American Water Heaters, State, Smith, Lochinvor or equal, electric water heater of size as shown on drawings. B. Automatic, electric, vertical storage type with two (2) elements, one upper and one lower, 150 PSIG maximum working pressure. Elements are to be interlocked so that lower element operates at low water temperature. For temperature maintenance and recovery lower element is off and upper element operates. C. Glass lined welded steel tank, thermally insulated with 2" thick glass fiber; encased in corrosion -resistant steel jacket; backed -on enamel finish. D. Automatic water thermostat with externally adjustable temperature range from 120 to 170 degrees F., flanged or screw --in nichrome elements, enclosed controls, electrical junction box and over temperature cutoff at 210 degrees F. E. Welded steel water connections with external threads and dip tube, drain valve, high density magnesium anode and temperature and pressure relief valve. Use dielectric unions to connect to copper water piping. F. Provide ASME, Watts 3/4" type 10OXL combination temperature and pressure relief valves. 2.02 DIAPHRAGM - TYPE EXPANSION TANKS: A. Construction: Welded steel, tested and stamped in accordance with Section 8D of ASNI/ASME Code; supplied with National Board Form U--1, rated for working pressure of 125 psig, with flexible EPDM diaphragm sealed into tank, and steel legs or saddles. Manufacturers: Amtrol or State for portable water. END OF SECTION 15450 DIVISION 15 - MECHANICAL SECTION 15622 - SPLIT SYSTEM AIR CONDITIONING UNIT PART 1 --- GENERAL 1.01 WORK INCLUDED: A. Air Handling Unit (AMU). B. Condensing Unit (CU). C. Refrigerant piping. D. Controls. 1.02 WARRANTY A. Provide five year warranty .on compressors. PART 2 - PRODUCTS 2.01 GENERAL A. Provide multi position type units with electric heating elements and electric refrigeration. Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to, the following: 1. Trane, Carrier, Lennox R. Provide self-contained, packaged, factory assembled, pre - wired AHU consisting of cabinet, supply fan, electric heat, controls, air filter, refrigerant cooling coil and CU containing compressor, condenser coil and condenser fan. C. Cooling Coils, fan, and heating coil shall be factory assembled. This assembly (the AHU) shall be capacity and efficiently rated with the CU in accord with 607.1. ABC.3.1 of the 1993 Energy Efficiency Code for Building Construction, Florida. 2.02 FABRICATION: A. Air Handling Unit 1. Cabinet: Provide pointed steel cabinet, vertical type. 2. Blower Fans: Provide units with double inlet aluminum centrifugal blowers, belt driven or direct connected to resiliently mounted, PSC motor with built-in over-lood protection. 3. Air Filter: Provide one inch throwaway type filters and one set of extra filters. 4. Electric Heating Coils: U.L. listed for use with AHU. Shall be helically wound open coil, be of hydronic type finned -tube construction with resistance elements inserted in tubes, or be spiral sheath type. Units shall be factory wired with unit mounted heat switch, magnetic contactors, high temperature cutout safety control, and fan override thermostat. 5, Refrigerant Coils: Solid copper tubing with aluminum fins and fed with Refrigerant 22 through capillary restrictor and no -frost full capacity control, B. Condensing Unit 1. General: Air cooled condensing units shall be factory - assembled into a weatherproof cabinet with common base size, Standard operating range 10 to 120 degrees F outdoor ambient. Filter drier shall be factory installed. All models shall be CSA and UL approved and comply with ARI Standard 210, national rating standard of the Air Conditioning and Refrigeration institute. 2. Casings: Shall be 18-gauge zinc -coated steel, phosphatized, pointed with epoxy resin primer (exterior surface) and finished with acrylic top coat. Removable panel shall allow access to all components and connections. Die -formed mounting rails shall be integral part of unit base. Provide drainage holes in base pan of all units. 3. Condenser Fan: Shall be aluminum aerodynamic design, statically balanced. Provide direct -drive , heavy-duty, permanently lubricated motors with built-- in thermo-overload protection. Fan/motor support shall be mounted to cabinet top. 4. Compressor: Shall be hermetic or semi -hermetic type. Provide internal spring isolation and two -stage sound muffling, Provide winding thermostat and current overload device coupled with pressure limiting valve. Internal protection devices shall provide protection for motor overloud, locked rotor, extreme voltage supply, excessive winding temperatures, extreme pressures, loss of refrigerant charge and compressor cycling, Off cycle crankcase heater shall be included, 5. Coils: Shall be solid copper or aluminum tubing with aluminum fins or spines. Factory connections for field piping shall be copper. 3 Refrigerant Piping 1. All refrigeration piping shall be Type ACR hard or soft drawn copper tubing and shall be precapped, precleaned and dry nitrogen charged at the factory, This piping shall be capped throughout the construction to prevent any foreign materials from entering the piping. Fittings shall be wrought copper solder joint type. Dry nitrogen shall be bled through piping while joints are being brazed. Joints shall be as follows: Copper to Brass - Silver Solder. Copper to Copper - Silfos. 2. Joints: Copper tubing connections shall be made up with 95/5 tin antimony solder or silfox, in accordance with the recommendations of the manufacturer or as specified hereinafter. 3. Insulation for Refrigerant Piping: Armstrong Arrnaflex insulation to thick with fittings covered with mitered sections of insulation and sealed with 520 adhesive. All insulation on outdoor installation shall be additionally protected with two (2) coats of Armaflex vinyl -lacquer type Finish. 4. Insulation for Condensate Drain Lines: All horizontal runs above slab and all drain lines in unconditioned spaces shall be insulated as specified in 3 above, CONTINUED NEXT SHEET IC I n DI I BORES ASSOCIATES Conmiting r6i"ny►imere, Im. 150 CIRCLE DRIVE irmnAND, FL 32751 VOICE: 407.628.0882 FAX: 407.628.7024 HM*-\\WWW.MA4ICNCT.NE7\-8OM E-MAIL' 9ODESOMAWCNET.NET Orlando 2M Tw" iVA **w Park R. JIMM (40 W-01M r• y Of" J', lw f, UiLSTLdKE APARTMENT5 SANFORD, FL ----- MECHANICAL 5FIEGIFIGATION5 41 6f -2 ti i 9 d NOTES -mr co U C E F G PART 3 - CONTROLS 3,01 THERMOSTAT A. Provide thermostat with automatic heating/cooling selection and fan on/off/auto switch. Thermostat shall be one stage cooling and one or two stage heating as required. 3.02 SEQUENCE OF CONTROL A. On a call for cooling, thermostat shall cycle compressor on and energize the AHU fan motor. B. Heat Pump: On a call for cooling, thermostat shall cycle on the compressor and AHU fan motor for first stage heating. If further heating is required, thermostat shall cycle on the electric resistance heating coils. C. If heat pump cycle is not provided, thermostat shall cycle AHU fan and electric resistance heating coils, with staging as shown on drawings. D. Provide flow switch in supply air plenum that will not allow electric resistance heaters to be energized until air flow is proven. 3.03 FIRESTAT A. Provide firestat in main return air stream of each AHU delivering 2000 CFM or more, and as required by code. Install upstream (prior) to outdoor air intakes. B. Firestat shall disable the AHU in the event of excessive temperature in the ducts, C, Firestat shall be equal to Honeywell Model L4029E1011. END OF SECTION 15622 SECTION 15660 - AIR DiSTRIBUTiON DEVICES PART 1 - REGISTERS, GRILLES, DIFFUSERS, AND LOUVERS 1.01 Furnish and install where shown on drawings all registers, grilles, diffusers and louvers in accordance with the tabulation in the schedule on drawings. 1.02 Provide accessories and modifications as indicated in schedule notes. 1.03 Manufacturer listed in schedule is for design selection only. Registers, grilles, and diffusers as manufactured by Air Mate, Krueger, Titus, Carnes, Metalaire or approved equal will be accepted. END OF SECTION 15660 DIVISION 15 - MECHANICAL SECTION 15870 - POWER VENTILATORS PART 1 -- GENERAL 1.01 WORK INCLUDED: A. Roof exhaust fans. B. Wall exhaust fans, C. Ceiling exhaust fans. 1.02 RELATED WORK A, Section 15890 -- Ductwork. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Carnes, Greenheck, Penn, Broan, Nutone or approved equal. 2.02 ROOF EXHAUST FANS A. Centrifugal or Axial Fan Unit: V-belt or direct driven, with spun aluminum/galvanized steel prefinished in backed -on enamel/fiberglass reinforced plastic housing; resilient mounted motor; c inch mesh, 16 gauge aluminum birdscreen; square base to suit roof curb with continuous curb gaskets. B. Roof Curb: Self -flashing with continuously welded seams. C. Disconnect Switch: Factory wired, non -fusible, in housing for thermal overload protected motor. D. Backdraft Damper. Gravity activated, aluminum multiple blade construction, felt edged with nylon bearing. 2.03 WALL EXHAUST FANS A. Centrifugal or Axial Fan Unit: V--belt or direct driven, with spun aluminum housing; resiliently mounted motor; < inch mesh, aluminum bird screen. B. Disconnect Switch: Factory wired, non -fusible, in housing for thermal overload protected motor. C. Backdraft Damper: Gravity activated, aluminum multiple blade construction, felt edged with nylon bearings, 2.04 CEILING EXHAUST FANS A. Centrifugal Fan Unit: V-belt or direct drive, with galvanized steel housing lined with c inch acoustic insulation, resilient mounted motor, gravity backdraft damper in discharge. B. Disconnect Switch: Factory wired, non -fusible, in housing for thermal overload protected motor. C. Grille: Molded white plastic or aluminum with baked white enarnei finish. D. Speed Controller: Solid State. PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturers instructions. B. Secure roof exhousters with fag screws to roof curb. END OF SECTION 15870 MECHNiM s�rcA SECTION 15890 - DUCTWORK DIVISION 15 - MECHANICAL PART 1 - GENERAL 4.03 INSTALLATION -- INSULATION 1.01 WORK INCLUDED A. Install materials in accordance with manufacturer's instructions, A. Low pressuire ducts. B. Exterior Insulation Application: B. insulation. A. Secure insulation with vapor barrier with wires and 1.02 DEFINITIONS seal jacket joints with vapor barrier adhesive or tape to match jacket. A. Duct Sizes: Inside clear dimensions. For lined ducts, maintain sizes inside lining. B. Seal vapor barrier penetrations by mechanical fasteners with vapor barrier adhesive, PART 2 -PRODUCTS C. Internal Application: 2.01 MATERIALS A. Adhere insulation with adhesive for 100 percent A. General: Non-combustible or conforming to requirements for coverage. Secure insulation with mechanical Class 1 air duct materials, or UL 181. fasteners on 15 inch centers maximum on top and side of ductwork with dimension exceeding 20 B. All duct material and covering shall have a flame spread inches. Seal and smooth joints. Do not use nail --type rating of 25 or less and a smoke developed rating of 50 or fasteners. Seal vapor barrier penetrations by less when tested in accordance with ASTM E84. mechanical fasteners with vapor barrier adhesive. C. Steel Ducts: ASTM A525 or ASTM A527 galvanized steel D. Ductwork dimensions indicated are net inside dimensions sheet, lock -forming quality, having zinc coating of 1.25 oz, required for air flow. Increase ductwork to allow for insulation Per sq. ft. for each side in conformance with ASTM A90. thickness. D. Fibrous Glass Ducts: UL 181; 1 inch thick minimum rigid PART 5 --- HANGERS glass fiber with aluminum foil; glass scrim and kraft or plastic jacket vapor barrier, minimum R -- value of 6.0 at 75 deg. F. 5,01 Ali duct hangers in direct contact with galvanized duct shall be R -- value of 4.5 is allowed if duct is installed between floors galvanized steel. or in mechanically cooled space. 5.02 Duct hangers may be directly attached to ducts. Ducts shall be E. Flexible Ducts: Interlocking spiral of galvanized steel, or hung by angles or straps as detailed on drawings. Rods, straps or fabric supported on helically wound spring steel wire. Flexible angles may be used in trapeze hangers. ducts shall conform to UL 181, Working pressure up to 4" W.G. Maximum velocity. Maximum length per run shall be 5,03 Where trapeze hangers azre used, the bottom of the duct shall be 20 feet. supported to angle sized as follows (for round ducts, the angle shall conform to the bottom 120 degrees of the duct): F. Insulated Flexible Duct: Flexible duct wropped with flexible glass fiber Insulation, enclosed by seamless aluminum pigmented plastic vapor barrier jacket. G. Fasteners: Rivets, bolts or sheet metal screws. H. Sealant: Non -hardening, water resistant, fre resistive, compatible with mating materials; liquid used along or with tape, or heavy mastic. PART 3 - INSTALLATION 3.01 LOW PRESSURE DUCTWORK k Fabricate and support in complete accordance with SMACNA Low Pressure Duct Construction Standards and ASHRAE Handbooks, latest editions, except as indicated. Provide duct material, gauges, reinforcing, and sealing for operating pressures indicated. B. Size round ducts installed in place of rectangular ducts in accordance with ASHRAE table of equivalent rectangular and round ducts. No variation of duct configuration or sizes permitted except by written permission. C, Construct T's, bends and elbows with radius of not less than 1-1/2 times width of duct on centerline. Where not possible and where rectangular elbows are used, provide turning vanes. D. Increase duct sizes gradually, not exceeding 15 degrees divergence wherever possible. Divergence upstream of equipment shall not exceed 30 degrees; convergence downstream shall not exceed 30 degrees. E. Provide easements where low pressure ductwork conflicts with piping and structure, Where easements exceed 10 percent duct area, split into two ducts containing original duct area. F. Connect flexible ducts tometal ducts with draw bands or adhesive plus sheet metal screws. G. Use crimp joints with or without bead for joining round duct sizes 8 inches and smaller with crimp in direction of air flow. 3.02 FIBROUS GLASS DUCTS A. Fabricate and install in accordance with SMACNA Fibrous Glass Duct Construction Standards 5th Edition 1979, latest edition, except as indicated. B. Machine fabricate fibrous glass ducts and fittings. Make only minor on site manual adjustments. C. Staple duct joints and seal with fabric and mastic. D. Do not use fibrous glass ducts within 12 inches of electric or fuel fired heaters, 3.03 Locate ducts with sufficient space around equipment to allow normal operating and maintenance activities. 3.04 During construction, provide temporary closures of metal or taped polyethylene on open ductwork to prevent construction dust from entering ductwork system. PART 4 -- INSULATION 4.01 INTERNAL A. Fiber; ANSI/ASTM C553, 1.5 lb./cu. Ft, minimum density. Rubber impregnated air side for maximum 4000 FPM air velocity. Minimum R - value of 6.0, unless duct is installed in mechanically cooled space or between floors, in which case the R - value may be 4.5. R - values are to be determined at 75 deg. F. Provide with foil scrim facing. B. Insulation material and jackets shall have a flame spread rating of 25 or less and a smoke developed rating of 50 or less when tested in accordance with ASTM E84. C. Adhesives: Waterproof fire -retardant type. D. Lagging Adhesive: Fire resistive to ASTM E84, NFPA 255, UL723. E, impale Anchors: Galvanized steel, 12 gauge, spot welded or self-adhesive pad, No anchors shall penetrate duct walls, F. Joint Tape: Glass fiber cloth, open mesh, G. Tie Wire: Annealed steel, 16 gauge. 4.03 INSTALLATION - INSULATION Diameter of Duct Width of Duct Bottom Angle Sizes O" - 34" 0" - ';0" 1' x 1" x 1/8" 35" & larger 31 - 48" 1-1/2" x 1-1/2" x 1/8" 5.04 All hangers shall be sufficiently cross -braced to eliminate, in the opinion of the Architect, excessive sway. Wherever ductwork contains filter sections, coils, fans or other heavy equipment (excluding registers, grilles, diffusers, splitter dampers, etc.) Such equipment shall be hung independently of the ductwork, with rods or angles of sizes adequate to support the load, 5,05 Duct hangers directly in contact with or directly attached to stainless steel ducts shall be stainless steel. 5.06 In the event ductwork interferes with suspended ceiling support hangers, provide cross members from hangers affected. These cross members shall be of reinforcing steel or furring channels and shall run under ductwork in questions from which additional ceiling hangers shall be supported. PART 6 - PERMITTED DUCT MATERIAL USAGE USAGE MATERIAL HVAC Supply & Return Fibrous glass duct, insulated gaiv. Steel, or insulated flexible duct, Outside Air for HVAC Externally insulated galvanized System steel. Toilet Exhaust Galvanized steel, no insulation. Combustion Air Galvanized steel, externally insulated. Relief Air Fibrous glass duct, galvanized steel, or flexible duct. END OF SECTION 15890 SECTION 15895 - DUCTWORK ACCESSORIES PART 1 - GENERAL 1.01 WORK INCLUDED: A, Volume control dampers B. Backdraft dampers C. Air turning devices D. Flexible duct connections PART 2 -- PRODUCTS 2.01 VOLUME CONTROL DAMPERS A. Fabricate in accordance with SMACNA Low Pressure Duct Construction Standards, and as indicated. Air Balance, Barber -Colman, Carnes, National Controlled Air, Ruskin, Cesco or approved equal. B. Fabricate single blade dampers for duct sizes to 12 inch. C. Fabricate multi -blade damper of opposed blade pattern with maximum blade sizes 12 x 72 inch. Assemble center and edge crimped blades In prime coated or galvanized channel frame with suitable hardware. D. Except in round ductwork 12 inches and smaller, provide end bearings. On multiple blade dampers, provide oil - impregnated nylon or sintered bronze bearings. E. Provide locking, indicating quadrant regulators on single and multi -blade dampers. Where rod lengths exceed 30 inches provide regulator at both ends. 2.02 BACKDRAFT DAMPERS: A, Dampers shall be Air Balance Vent Cock, Anemostat, Ruskin Cesco or approved equal, B. Gravity backdraft dampers, size 18 x 18 inches or smaller, furnished with air moving equipment, may be- air moving equipment manufacturers standard construction. C. Fabricate multi -blade, parallel action gravity balanced backdraft dampers of 16 gage galvanized steel, with center pivoted blades of maximum 6 inch width, with felt or flexible vinyl sealed edges, linked together in rattle --free manner with 90 degree stop, steel boll bearings, and plated steel pivot pin; adjustment device to permit setting for varying differential static pressure. Z03 AiR TURNING DEVICES: A, Air turning vanes shall be Barber/Colman, Tuttle and Bailey, Anemostat, Metaloire or approved equal. S. Multi-blode device with blades aligned in short dimension; steel or aluminum construction; with individually adjustable blades, mounting straps. Provide in all square turns. 2.04 FLEXIBLE DUCT CONNECTIONS: A. Be vent fabric 6" Ventglas, Anemostat, Barber/Colman or approved equal. B. Fabricate in accordance with SMACNA HVAC Duct Construction Standards 1st Edition, 1985. C, UL listed fire -retardant neoprene coated woven glass fiber fabric to NFPA 90A, minimum density 20 oz. Per square yard, approximately 6 inches wide, crimped into metal edging strip, PART 3 - EXECUTION 3.01 INSTALLATION A. Install accessories in accordance with manufacturer's instructions. B. Provide balancing dampers at points on low pressure supply, return, and exhaust systems where branches are taken from larger ducts as required for air balancing. C. Provide backdraft dampers on exhaust fans or exhaust ducts nearest to outside and where indicated, D. Provide flexible connections immediately adjacent to equipment in ducts associated with fans or motorized equipment. Not required with fibrous glass ducts. END OF SECTION 15895 END -OF MECHANICAL I)PECiFICATIQN s V. N Ci 19 P h G BABES A!SOCIATES \ C0r1.Eir`l.LZ>im .mine", Inc. ® 150 CIRCA DRIVE MAiTIMD, FL 32751 VOICES 407.628.0882 FAXs 407.628.7024 t TrP \\WWW.MA01CNEi.NE7\N8OKS E-"I' WOESOMA01CNET.NET 11 rmv.- No DOW - _ Wt. Haftey FUGLEBERG KOCH ARCHITECTS 071 ando M Trr4ft TrA INK ftk, FL WIN (40* WO -OW �_ a�tt �yr�jq t"' r _i u q r to . , f . ,. ,•.�# cirl OF p% u1E5il.AKE APARTMENTS MECHANICAL 5PECIFIGATION5 ak 5P�3 rr' u lu- W F 54 Cn .D d z DIVISION 16 - ELECTRICAL SECTION 16000 - ELECTRICAL WORK GENERAL PROVISIONS PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Provide all labor, materials and equipment for a complete and operating electrical system. B. Codes and Standards: All electrical work shall be in strict compliance with OSHA requirements, the 1996 Notional electrical Code, the local county electrical code and Power Company standards, All materials shall be new and free from defects, and shall bear the Underwriters' label for its intended use. C. Permits, Fees and Notices: Secure and pay for all required by the work of this Division. Provide final inspection certificates) as applicable. D. Contractor shall thoroughly investigate site before bidding. No changes will be allowed in contract price for work required to comply with existing conditions. E. The plans and specifications are intended as a general description of the work to be performed. All items not specifically mentioned or shown, but necessary for the completion of the installation, shall be furnished and installed by this Contractor. This contractor shall thoroughly acquaint himself with the Mechanical, Architectural, Structural and Electrical plans before submitting his final bid. No additional compensation will be allowed due to the Contractor's failure to familiarize himself with the plans. 1.02 SUBMITTALS A. Submit five (5) copies of technical information on oil major equipment in binders. PART 2 - PRODUCTS 2.01 CONDUIT & TUBING A. General: Provide metal conduit, tubing, and f€ttings of types, grades, sizes and weights (wall thickness) for each service indicated. Where types and grades are not indicated, provide proper selection determined by installer to fulfill wiring requirements, and comply with applicable portions of NFPA- 70 for raceways. 1. Use rigid steel zinc coated conduit in mechanical equipment rooms, electrical equipment rooms and for main feeder circuits. 2. Use steel zinc coated EMT in all other interior rooms, unless noted otherwise. B. Flexible Metal Conduit: FS-WW-C-56 and UL 1. Formed from continuous length of spirally wound, interlocked zinc -- coated strip steel. 1. Use flexible conduit in movable partitions and from outlet boxes to recessed lighting fixtures, and final 24" of connections to motors, or control items subject to movement of vibration and in cells of precast concrete panels. - C. Liquid Tight Flexible Metal Conduit: Provide liquid tight flexible metal conduit; construct of single strip, flexible, continuous, interlocked, and double wrapped steel; galvanized inside and outside, coat with liquid --tight jacket of flexible polyvinyl chloride (PVC). 1, Use liquid tight flexible conduit where subject to one or more of the following conditions: a. Exterior location. b. Moist or humid atmosphere where condensate can be expected to accumulate. c. Subjected to water. 2.02 CONDUCTORS A. All conductors shall be copper, THHN/THWN insulation. Comply with the N.E.C. Articles 300 and 310, All conductors shall be new, free from kinks and other defects when installed 2,03 SUPPORTS A. Provide all supports for material and equipment. 2.04 COVER PLATES B. All plates shall be white plastic. 2.05 RECEPTACLES A. Provide standard grade 20 amp, 2 pole, 3 wire, with back and side wiring capability and suitable for split circuit operation. B. Ground Fault interrupter: Provide "specification grade" duplex receptacles, ground fault circuit interrupters (GFI), feed-thru type, capable of protecting connected downstream receptacles on single circuit, grounding type UL rated Class A, 20 amperes rating, 120 volts, with solid state ground fault sensing and signaling, 5 milliamperes ground fault trip level; and equip with local test/reset buttons. 2,06 SWITCHES A. Provide silent type standard grade 15 amp, 120V for all single pole, double pole, three-way and four --way switches. 2.07 LIGHTING FIXTURES B. Fixture schedule shows required type of fixture only. Determine modifications required to make fixtures suitable for ceilings as installed, and furnish fixtures adopted to the ceiling used, Fixtures shall be U.L. approved. This contractor shall protect the fixtures and lamps and shall replace broken parts, All lenses and louvers in any area shall be cleaned after oil trades have completed their work in that area. Provide new lamps for all lighting fixtures. 2.08 BALLASTS A. Ballasts for fluorescent fixtures shall be Underwriters' Laboratories Class P, high power factor, rapid start type with CBW approval where applicable. Ballasts shall be "A" sound rating. All fluorescent ballast shall be the electronic type. EV..ECTFC& SPECMATM 2.09 PANELBOARDS A. Panelboards: Provide dead front safety type U.L. lighting and appliance panelboards as indicated; equip with copper bus bars, full sized neutral bar, with plug-in type heavy duty, quick -make, quick --break, single pole and two pole circuit breakers, with toggle handles that indicate when tripped. Provide suitable lugs on neutral bus for each outgoing feeder re4ugired; provide bare uninsulated grounding bars suitable for bolting to enclosures. B. Provide galvanized sheet steel cabinet type enclosures, in sized and NEMA types as indicated, code -gage, minimum 16 gage thickness, Construct with multiple knocko9uts and wiring gutters. Provide fronts with adjustable trim clamps, and doors with flush locks and keys, all ponelboard enclosures keyed alike, with concealed trim clamps and piano door hinges and door swings as indicated. Equip with interior circuit directory frame, and card with clear plastic covering. Provide baked gray enamel finish over a rust inhibitor coating. Design enclosures for mounting as indicated. Provide enclosures which are fabricated by some manufacture as panelboards, which mate properly with panelboards to be enclosed. Provide a typed ponelboard directory in each ponelboard, C. Panelboard shall be of one manufacturer: Square "D", I--T-E, Westinghouse. 2.10 SERVICE ENTRANCE EQUIPMENT A. Meter Sockets: Provide meter sockets which comply with requirements of the service utility supplying electrical power to service --entrance equipment of this building project. B. Obtain installation requirements from power company and be governed accordingly. Coordinate locations of stub ups and routing prior to installation. Relocate equipment improperly installed due to lack of coordination at no additional cost. C. Grounding System: At incoming service provide 3/4" x 20' copper clad ground rods with grounding electrode conductor sized in accordance with NEC Table 250--94 to achieve a maximum resistance of 25 OHMS or as required by local authorities. Bond to incoming metallic water supply. 2.11 DISCONNECT SWITCHES A. Shall be general duty safety switches with 100,DOOA short circuit rating, and shall be listed in accordance with U.L. 98. The cover shall be interlocked so that the door cannot be opened with the handle in the "on" position, except by the intentional operation of a concealed release (defeater) mechanism. Provide fusible switch for A/C units as per U.L. Listing and local code requirements. Provide dual element, time delay fuses in all fusible switches. 2.12 ELECTRIC MOTOR AND EQUIPMENT WIRING A. Provide a complete branch circuit wiring, starter and disconnect switch for all motor driven equipment. When motor driven equipment is provided with a "package" control panel which includes starter, this contractor will not provide starter. Motor connections shall be made with flexible conduit. B. Starters shall be all of one manufacture: G.E., Westinghouse, Square-D or I.T.E. Provide an overload element in each phase. 2.13 TELEPHONE PREWIRING A. Provide all necessary wiring, boxes, and related accessories required by local telephone company for complete prewired unit installation of telephone service to telephone company interface. Minimum of 3 pair wire. 2.14 TELEVISION RECEPTION PREWIRiNG A. Provide all necessary wiring, boxes, and related accessories required for complete prewired installation of .television reception service to each unit. 2.15 CONTROL WIRING A. For HVAC systems control, wiring shall be 18 AWG (minimum), stranded. Thermostat interconnections to main thermostats or control unit shall be 18 AWG, 3 strand (minimum). Thermostat wiring to dampers or to unit controllers shall be 18 AWG, 10 strand (minimum). PART 3 - EXECUTION 3.01 APPARATUS IDENTIFICATION A. Panelboard, circuit breakers in panelboards; motor disconnect switches, starters and other apparatus used for the operation or control of, circuits, appliances or equipment shall be properly identified. by means of engraved laminated plastic descriptive nameplates mounted on the apparatus using contact cement. 3.02 GROUNDING A. A separate grounding conductor, sized in accordance with NEC Table 250-95 shall be provided 1n the conduit with the circuit conductors for all lighting, power and feeder circuits. B. All electrical equipment enclosures and conductor enclosures shall be grounded. 3.03 INSTALLATION A. The Contractor shall adapt his work to Job conditions and make such changes as required and permitted by the Architect, such as moving his work to clear beams, joists, and adjusting his risers or other apparatus to avoid interferences with windows and openings; or raising or lowering his work to permit the passing of ductwork or the work of other trade: all as required or as job conditions dictate, without any additional costs to the Owner. B. Examine areas and conditions under which work is to be performed and products are to be installed and notify General Contractor in writing of conditions detrimental to proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions hove been corrected in a manner acceptable to the installer. C. Do not allow or cause any of the work of this division or cause other divisions of work to be covered up or enclosed until it has been inspected, tested and approved by the Architect and by all other authorities having jurisdiction. D. All switchboards, panelboards, transformers, switches, outlets, coverplates, signs, lighting fixtures, and any and all other electrical equipment provided shall be thoroughly cleaned of all d1rt, oil, 'concrete, .etc. Any dents, scratches or other visible blemishes shall be corrected and the appearance and corrosion resistance of the equipment made "like new", to the satisfaction of the Architect/Eng€neer. E. Perform all adjustments necessary to ensure proper system operation ;16 accordance with'-r4nufacturer written instruction's. -`- SECTION 16721 -- FIRE ALARM SYSTEMS 1.01 PROJECT INCLUDES A. Zoned, noncoded fire detection and alarm system with manual and automatic alarm initiation. 1.02 QUALITY ASSURANCE A. Compliance: NFPA 70, 72. B. U.L. Listed. 1.03 PRODUCTS A. Fire Alarm System Characteristics: 1. Signal Transmission: Hard -wired individual circuits. 2. Audible Alarm Indication: Moms. 3. Visual Alarm Indication: Strobes B. Fire Alarm System Components: 1. Manual Pull Stations: Single-action type, metal or plastic. 2. Smoke Detectors: UL 268, self --restoring type with visual. indicator,. photoelectric. type. 3.,Th mal Detectors: Fixed temperature. 135 deg, 4. Fire Alarm Horns: Electric vibrating polarized type. 5: Visual Alarm Devices:. Dual -voltage strobe lights. 6. Fire Alarm Control Panel: UL 864 with lockable steel enclosure and alphanumeric display and system controls. 7. Annunciator: LED zone indicators. 8. Transrnitter: Auto-dioier type. W 9.,�merge6cy Power Supply: Battery..opfrated, 24-hour operation capacity. 10, Line -Voltage and Low-Voltage;Ei its: Solid copper conductors with .rated insulation"color + c ded.' t.L 'Conduit: EMT type. N t 12. Audio/Visual Device shall comply with ADA requirements. END OF SECTION <4AP i ,s J x NOTES t 1 Li y s , ti BORES ASSOCIATES Com'1 lti'ing Engineers,, Ia` o. � 150 CIRCLE DRIVE 110A Ti MI), FE 32751 ; VOICE: 407.628.0882 'FAX: 407,628,7024 HT!r"WWR.7MAGiCNEI.HA-9h 8ES E-MAIL: BOBES®MWCNET.NET _ VOW b -ANDEft PEWIT R+w. No per io FtJGLEBERG KOCH ARCHITECTS Orlando 2�6D %"At b A Milli Pork. R am (4p7i JE5?LAKE APARTMENTS SFNFORD, FL ELECTRICAL 5PECIFICATION5 5P-4 s C PERMI� CITY OF SJINFORD FINk ���.�1' 4! i /f4 4jEQU7a4EY, :x PLANT; r""Z`M. CITY OF SANFORD "r ,Illy of Sanford Mvc�u1 Cadou to t�f�trtdt�rd CtJitrltn blar'I�fXU Numbing 00(to Igo? F1, �t�trt�l,�rt� Nl0oh�ttioaf G act, Nr fdr7n�I IuotrtG�tl � ilia t 6 Ata'y�1��31god Q d CIl 1 '%* %6� 16% FL00f.) S)3..AELEVAI-JON "T f3t, O ,"'E APPROVED 'OAD UNLES3i SANFORD BUILDING DEP'r. THESE PLANS ARF REVIEWED AND CONDITIONALLY ACCEPTED FOF2 pEpMIT: A CONSP F2MI'P ISSUED SHALL BE T r21JCrJ TO D A LICE TO PROCEED WITH 7HE WORK ANC NOT A:7 LITHORI-rY To VIOLATE, CANCI:L.. AI-.'rFrt. OR sFT ASIDE ANY OF THE PROVISIONS OF 'rNIC; TECHNIC'AV C OC)E.C, PJOR SHALL ISSUANCE OF A PERMIT PREVENT 'TI-!E BUILDING DEP`I FROP.d THERFEAPTER REQUIRING A CORREC. TTON OF ERRORS ON THE PLANS, CONSTRUCTION Or, o'niER VIOLATIONS OF THE CODES. m �1 " MEET FLOR I DA AC'CESSIBILITY CODES MUST M FLORID EN I`I ;`Ff1�11`�;t•11*�1.'.� Ft_(��"J1-� ELV�ITI4►VE Must rr►F; : a„ �;i city Lodes for finished floor / slab el()vations or provide elevations approved by city irlo�?i- de 4i@v��iGris tc: preV©nf subdivision flooding Cily of Sanford modul 00t10irl gfJoal; 61W1 1- 3wilding owo 100I ail, ,D afldwd Plumbing 0,04 1 go? od, 81arld4r(j modwlici al 00do 'i 66 w. National 06,ojrlr;ji 00t1w igJd d8.. SO() Clty Code AMENDMENTS FL, Ace,%.$1bliity 00V I qd� FL. E-rjbS dy dddd I ff FLOORSLAB ELEVATION Mus, r L'.'cy. »✓ "1..`WN 01-H'Ei-3:rt 3E A P P R 0 V E D SANFORD GUIL,C)INra w-:PT, THESE PLANS ARE REVIEWEiD AND CONDITIONALLY ACCEPTED FOR t''RnklPI'. A F'f RIAIT IrdFJUEQ 5HALL BE CONSTRUM TO EIL, A t,IG;E:NaR TO PK;oCKM WITH THE WORK AND NOT AS' AUTHORITY To VIOLATEE, CANCEL, AL'rER, C)R SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CrMES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. �.� MU , ME -ET i fiL ._ � E. ESSJSILITY IDES [IENIERGY ME"FFL��f� fDA car:,. 1/lairviSHED FLOOR EL Must rrleet City�LEVATION��, floor /slab , oodes for finished elevations or provide elevations eng e tl approved by city � elev���ions to Prevent for sirbdivisio� 14. prevent flooding 0 4 E r�- I I I NOTES A, 2 1/9/98 BIDDING A I 6/29/98 PFRMIT Rev. No Date Issue History ek FUGLEBERG KoCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 Gill OF WE5TLAKE MK6 MX APARTMENT5 MWK 5ANFORE), FL JUNK 199a ft0j. 3643-01 CLUE3HOU5E WALL 5ECTJA( ION5 0,01 FILE; CLUF3601D6 F`L0T SCALE. 12': 1'- 0' L,*T RoT. I no c 19 E NOTES A- 2 1/9/9a BIDDING L I 6/29/98 PERMIT Rev. No Date Issue History 4 Am I FUGLEBERG KoCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 WEFLAKE APARTMENTS 5ANFORE), FL MK5 MWK MWK JUNE 1998 rot 3643-01 GLOHOUSE WALL SECTIONS 4 pETAiLS 146,02 FILE; GLUF3602DX:s PLOT SCALE: 12 a -- V-0' LAST PLOT: F) C, E z 3 4 5 6 1 8 9 10 A c D E F G SIZE (W X H) TYPE MAT'L FINISH HD. HGT. DET. (A7.01) REMARKS A 61 -0" X (91 -0" FIXED ALUM. FACT f='AINT S'-O" A,F.F. E35 / D5 / F5 E3 10' 6" X 0 -0" 5. N. ALUM. FACT PAINT V-0" A.F.F. 55 / D5 / F5 G 2'-6" X 4'-8" 5, H. ALUM. FACT FAINT V-0" A.F.F. E35 / D5 / F5 D 5'-Fo" X 4'-0 FIXED WOOD FIELD FAINT &'-a" A.F.F. F-1 SIM E 4'-ro" X ro'-0" FIXED ALUM, FACT FAINT RE: A2-5,01 65 / D5 / F5 F 31--13i4" X 0'-0" FIXED ALUM. FACT PAINT RE: A2-5.01 E35 / D5 / F5 G 161-11/2" X S'-0" FIXED GLA55 N/A S'-0" A.F.F, k3Y COURT MFR. liz" FULLY TEMP, SAFTEY GLA55 ABBREVIATIONS A.F.F. = ABOVE FIN15H FLOOR ALUM. = ALUMINUM FACT PAINT = FACTORY PAINTED N/A/ = NOT APPLICABLE 5. H.: SINGLE HUNG 55UNOTE: GLA55 SHALL BE 3/16" MIN. CLEAR FLOAT, UNLE55 OTHERWISE NOTED. WINpO�1SC HEDULE I� � WINDOW TYFE5 4'-0 1/4' 4'-01/2' 4'-0112' 4'-0114' Ilk FULLY TEMP. GLA55 FINS ETCHED GLA55 PER MANUF'S STANDARD DESIGN :o II II I) I) I I III I II I II ml �II III ILI i l I II G POOR 5CHEPULE SYMBOL Q DOOR FRAME IRE: SHEET A-1,01J RATING REMARKS TYPE WIDTH HEIGHT THICK MAT'L MAT'L DEAD JAMB THRESH TYPE 01 A 2-3-'0' 8'-0' 2 1/4' WOOD WOOD DT D3 51M F3 I - GLASS A5 NOTED 02 F 3-'0' 6'-8' 13/4' 5CWD WOOD 6151M E31 - 2 3/4-C - 03 F 3'-0' 6'-8' 13/4' 5CWD WOOD BI51M BI 2 3/4-C 5OUND RATED A55EMBLY 04 F 2-3'-0' 6'-8' 1-3/4" HCWD WOOD FI DI 2 - - 05 F 3'-0' 6'-8' 13/4' HCWD WOOD FI DI 3 - - 06 F 3'-0' 6'-8' 13/4' HCWD WOOD FI DI 3 - - 01 D 3'-0' 8'-0' 2 1/4' WOOD UJ06D BE 03 F3 i - TEMPERED GLASS 08 F 3'-0' 6'-8' 13/4' HM WOOD a3 03 F3 1 - - 09 F 3'-0' 6'-6' 13/4' HM WOOD E33 D3 F3 1 - - 10 F 3'-0' 6'-8' 13/4' HM WOOD D3 D3 F3 2 - II C 51M 3'-0' 6'-8' 13/4' HCWD WOOD DI FI / F1 - 4 - - 12 E 2-3'-0' 6'-8' 13/4' WOOD WOOD DI FI 6 - TEMPERED GLA55 13 H 3'-0' 6'-8' 13/4' HCWD WOOD DI FI 1 F-1 4 - - 14 F 3'-0' 6'-8' 13/4' 5CWD WOOD 5151M 61 2 3/4 -C SOUND RATED ASSEMBLY 15 F 3'-0' 6'-8' 13/4' HCWD WOOD DI FI 4 - - 16 C 51M 3'-0' 8'-0' 2 1/4' WOOD WOOD E33 3/F1 51M F3 1 - TEMPERED GLA55 11 C 3'-0' 8'-0' 2 1/4' WOOD WOOD DI FI / F1 4 - TEMPERED GLASS IS C 3'-0' S'-0' 2 1/4' WOOD WOOD 83 D31F1$IM F3 I - TEMPERED GLASS 19 G Y-0' 6'-8' 13/4' 1N6WD WOOD 133 SIM D3 SIM H3 5 FULLY TEMP. 5AFTEY GLA55 20 B 2-3-'0' 8'-0' 2 1/4' WOOD WOOD m 03 51M F3 I - GLA55 AS NOTED 21 B SIM. 2-3-'0' 8'-0' 13/4' WOOD WOOD Di D3 51M N/A - FIXED DOOR PANELS, GLA55 AS NOTED 22 F 3-'0' 6'-0' 13/4' IWOOD I WOOD 2 - - >g1515REVI,ATION5 HCWD - HOLLOW CORE WOOD 5CWD - 501-I1) CORE WOOD IN5WD - INSULATED WOOD HM - HOLLOW METAL DOOR 11;1E111L1 NOTE5 1, ALL DOOR AND DOOR FRAME FINISHES TO BE DETERMINED BY OWNER 2, 3/4 HR. 'C' LABELED DOORS SHALL HAVE CLOSERS, 3, GLA55 THICKNESS: 1/4, U.ON, GROUP I GROUP 4 GROUP 1 AUTOMATIC CL05ER OFFICE FUNCTION PUSH/PULL ENTRANCE FUNCTION GROUP 5 CYLINDER 4 THUMBTURN METAL THRESHOLD METAL THRESHOLD WEATHER SEAL DOOR SURROUND FLUSH MORTISE PULL WEATHER SEAL DOOR SURROUND GROUP 2 CYLINDER LOCK W/ KEY ENTRY STORAGE FUNCTION GROUP 6 SOUND SEAL (WHERE NOTED) PU5H/PULL GROUP 3 CYLINDER d THUMBTURN PRIVACY FUNCTION NOTE: ALL HARDWARE GROUPS TO BE DETERMINED BY OWNERS REPRE5ENTATIVE WITH EXCEPTION OF MINIMUM HARDWARE REOUIREMENT5 MANDATED BY CODE AND A5 STATED ABOVE - ALL LATCH AND LOCK MECHAN15M5 TO BE MORTI5ED. PAIRS OF DOOR SHALL HAVE LATCH BOLTS, NI � DOOR FLOAT - Gi TRAN50 FULL TEI GLA55 1/2' 1 ASTRAGAL AT FIXED CONDITIONS r I 1P. 1/2' 2'-0' I1/2' 6'-0' II/2 2'-0' 1/2' 51DELITE 510ELITE 10'-6' u I I/2j1 E _F G RAISED PANELS, EM505ED PANELS FOR HM, OR APPLIED PANELS FOR FIRE -RATED DOORS. 4 FRAME TAPE5 3'-0' 1/2' 3-0' 1/2' 6'-41/2' C C 0 E NOTES GENERAL NOTES: i 0 0 2 1/9/98 BIDDING 0 I 6/29/98 _ PERMIT Rev. No Date Issue History FUGLEBERG KUCH ARCHITECTS OTdando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 A4ff IC)OO JESTLAKE Of. MKS a MxPARTMENTS MxSANFORD, FL JUNE 1998 poi 3643-01 �.ueNousE RR 4 UJINpOUJ 141.01 SCNEpULE/iiPE6 I 4 ro 1 S 9 10 FILE: CLUB101.DWG PLOT SCALE: 12":1'-0' LAST PLOT: I l 3 4 5 C I S 9 10 A B C E F G H TOILET ROOM ACC 66ORIE5 50HEPULE0 QUANT NUMBER EQUIPMENT MOUNT EX15T MEW $IZE CONDITION REMARK5 WIDTH DEPTH HEIGHT 4 lA GRAB BAR WL NEW 42" 111/1" DIAM 33" TO 36" OPCI 4 18 GRAB BAR WL NEW 36" I%2" DIAM 33" TO 36" OPCI 0 2A NOT U5ED TP NEW OPCI MULTI -ROLL 4 25 TOILET T155UE 1)15PEN5ER - SURFACE WL NEW OPCI MULTI -ROLL 0 3A NOT U5ED TP NEW OPCI 2 35 SANITARY NAPKIN D15P05AL - SURFACE WL - NEW OPCI 5 4 PAVER TOWEL D15PEN5ER WL NEW OPCI 5A MIRROR. WL NEW 461 - 36" OPCI 4 58 MIRROR. - ACCE661BLE ADJU5TAE3LE TILT WL NEW IS" - 36" OPCI 5 50AP D15PEN5ER WL NEW OPCI 4 7 FOLD -DOWN BABY CHANGING STATION WL NEW 32" 41/2"/Vi4" 161i2" OPCI CLO$ED/OPEN P051TION - DIAPER DECK BY AICP 4 8 COAT NOOK TP/WL NEW OPCI 2 9 5ANITARY NAPKIN VENDOR - SURFACE WL NEW OPCI 5CHE[DUCE A 5REVATICI 5 CPGI = CONTRACTOR PROVIDED CONTRACTOR INSTALL OPOI _ OWNER PROVIDED OWNER IN5TALLED OPGR = OWNER PROVIDED CONTRACTOR ROUGH -IN VPVI -- VENDOR PROVIDED VENDOR INSTALL 55 = 5TAINLE55 5T EEL FL = FLOOR MOUNTED CL = CEILING MOUNTED WL = WAIL MOUNTED EQ = EQUIPMENT MOUNTED CT = COUNTER TOP TP = TOILET PARTITION FIN15H FACE CtNTER LINE OR GRAB BAR W.C. J wcII'. BACK WALL 51PE WALL TOILET TI$5UEi SANITARY NAPKIN GRAB BAR GRAB BAR DI5PEN5ER DISPOSAL BOTTOM (� \ OF UNIT — X 51NK PRc '? FLtx?R LINE TOILET T155UE 1�15P. HANDICAPPED TOILET TISSUE DISPEN5ER EVI E o �r ; v- in r r r r r r DIAPER CHANGING WdPD SOAP PAPER TOWEL SANITARY STATION MIRROR D15PEN5ER DISPEN5ER NAPKIN VENDOR ACCE55CRIE5 MOUNTING HEIGHT5/E� EVATION5 ERA LL TILE - iY . Fr 0 El PAPER TCLLEL DISP. p 50AP PLUMBING WALL 51rdK 51pE vlEtU W. C. SDIE VIEW r � TYPICAL MEN'5 IREFROOM - INTERIOR ELEVATION5 50AP % GRAB 13AR2 W.C. L TILE - TYP. GRAB BAR BAN. Ru NAP, W.t,. TOILET D15P 5. CERAMIC WALL ' — 101K SANITARY DIAPER CHANGING STATION VVEENNDDIONR PLUMING WALL 51NK 91DE VIEW W. C. 9DIE VIEW NAPKIN / CHANGING TYPICAL WOMEN'5 REFROOM - INTERIOR ELEVATION5 4 w 11 1 CERAMIC WALL DIAPER CHANGING STATIO CHANGING TOILET COMPARTMENT 5FECIFICATION DESIGNER 6ERIE6 1040 BY BOBRICK (OR EQUAL). 50LID PHENOLIC PANELS, STALL CON5TRUCTION, FLOOR AND CEILING ANCHORED, COMMERCIAL 5.$, HARDWARE, PHENOLIC COLOR BY OWNER. �� AEOJE 6 TOILET ACCE550RIE5 PLAN ACOUSTICAL WALL TREATMENT (4 WALLS) ULLOUT 0 FULL -OUT 0 Q FULL -OUT :EjYBOARD 0 KEYBOARD �KEYBOARD FILE DR1V. EE 5PAGE CI EEE SPACE `� KNEE SPACE 1'-3' 2'-1' I'-3' 2'-1' 1'-3' NORTH EAST COMPUTER ROOM M INTERIOR ELEVATION5 1/4" 1-0" DUCT CHASE OFEW ADJUST, BOX 5HLV, BULKHEAD 2'-m' 2'-6' .4' DRAWER PRALIER4 FILLER 2' 6' 2'-0' 3'0 FILLER UNIT UNIT OVEN I" 51NK BASE NORTH EAT KITCHEN- INTERIOR ELEVATION5 H5 1/411 - I'-0" .1 FILLER_ WEST 1, I � I , I I , I I , I I , I PLAN NORTH SOUTH G E F NOTES GENERAL NOTES: r o o - o { 2 1/9/98 BIDDING 1 6/29/98 PERMIT Rev. No Data iiiiiiiilllllll Issue History FUGLEBERG KorH ARCHITEC'T'S OTlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629- 0595 uJES1AK� w "Ks APARTMENTS """` SANFORD, FL Data DUNE 1598 „a� 3643-DI cLueHou5E INTER. ELEVATIONS IAg.0I 8 TOILET AGCE55. I 2 4 10 E. CABSOI,DWG PLOT SCALE: 12 = I' -r0' LMT T LX. 7 S 0 r c II E i G a 2 3 4' 6 1 S1 ROOF PLAN SCALE. 1/4" - 1'-0" FOUNDA TION SCHEDULE MARK SIZE DEPTH REINFORCEMENT F1 1 '-B" SQUARE 1 '-4" 2 #5 E. W. BOTTOM F2 2'-0" SQUARE 1'-4" 3 #5 E.W. BOTTOM _- WF2 1 '--B" CONT. 1 '-4" 2 #5 CONTINUOUS WF3 0'-B" CONT. 0'-B" 1 #5 CONTINUOUS NOTE: EXTERIOR WALL SHEATHING SHALL BE 112" EXT. GRADE PLYWOOD, ATCACH TO STUDS, TOP PLATE & BOTTOM PLATE, W/ Bd NAILS © 6" O.C. @ EDGES & © 12" O.C. @ INT. SUPPORTS. 4 K' 0 � 5' - I,a" �. 5 1 _ � �I � � � _ 1 �1 �• 5 � _ g �� � 5' -1 � �1 .I , WF- ,-----------17 ILI - I /----------------------� I - ------_._IIIIII �--------� F--F �I L -� WF2 \�\ L__ _J L� C4-t -- - /// I � ` I I I I I I I I U-► �-I-- I I 'L- I I i I -•- L -� r I I t I L-----� I SLOPE 52.02 52.02 - t I I I >1 5LOFE, I �\ L \J11 I I — J I& SAUGUT i L F F — — — — 4" GONG SLAB ON GRAPE WITHIN 18 �F,5 _ REIN'F W1 �x6-WlAxl.4 WUE OF CONC. POUR, I ON 6 MIS. VAPOR 5ARIER — I C1 COMPACTED TREATED- SUPGRADE. REF, FIN. F.R. = O'-O° i i t� I tX1 I 52.02 I -----j I L -� — I I r � 52.02 I I j L, I j { --- CA I I I I y I I I I _ I I I 52.02 1 <7 kat -- I I _ -�— I I r __—~I- I I I I r- J I I I I c()i WF2 i ct1 i iL-----------------------------------� _ I � I <<1\ I �\ L_ L------- J -- IIIIII L---W�3—J I CCI ( �\ I I L_—_ Wi"� J L------- J f if Q l.Ul= 3 I L--------------J CV 5'-loll 5I-loll a' -oil 5'-loll —a N y- 11 j2FOUNDATION PLAN - �.NIE >< . l'-oll Al Gj 0- 1 A 9 c I MOTES 3 0 S n V 0 A LE x LL L C .. 4 E 2 .µ I I-IB ASSOCIATES, INC. II III I 1 STRUCTURAUCIVIL ENGINEERING 990 LEWIS DRIVE (407) 71t0-5444 WINTER PARK, FLORIDA 32789 FAA (407) 740-7900 — -- ---- /nz- 4.,� - -- 0 2 1/9/98 BIDDING 1 6/29/9,5 PERMIT Rev. No Date Issue History 0 F'UGLEBERC7 KUCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 Xco-TLAKE � NET APARTMENTS "s JUNE 1993 SAN�OI�D, �lRoy 98-IISB POOL CABANA FOUNDATION PLAN 4 2a 2,01 FRAMING PLAN 9 F 1 2 j 4 t E2 1 n 1.1 E E F G H am 4" LOWER G 4" UPPER G 4" LOWER G V-4' a ROOF PLAN- SCALE:�� I/4' = I'-0 POOR 5CHEDULE 5YME30L DOOR FRAME HRDWRRATING GROUP REMARKS TYPE WIDTH HEIGHT THICK MAT'L MAT'L HEAD JAMB HRE5H 01 A 3-'0' 1'-0' 1 3/4' WOOD WOOD 133 03 F3 I - W/ 61DELITE 4 ARCH TRAN50M 02 B 3-10' 1'-0' 1 3/4, WOOD WOOD 53 D3 F3 I - W/ 51DELITE 03 C Y-0' 6'-8' 1 3/4' H.M. WOOD 133 D3 F3 3. - UNDERCUT DOOR l" 04 D 2-3'-0' 6'-8' 1-3/4' H.M. WOOD 53 D3 F3 2 - FULL LOUVER 05 C 3'-0' 6'-8' 13/4-1 H.M. WOODI 133 1 03 F3 3 - UNDERCUT p00R I" ABBREVIATION5 NOTE5 RM, - HOLLOW METAL 1. ALL DOOR AND DOOR FRAME FINISHES TO BE DETERMINED BY OWNER 2. ALL HARDWARE GROUPS TO BE DETERMINED BY OWNERS REPRESENTATIVE WITH EXCEPTION OF MINIMUM HARDWARE REQUIREMENTS MANDATED BY CODE AND AS STATED - ALL LATCH AND LOCK MECHAN15M5 TO BE MORTI5ED. PAIRS OF DOOR SHALL HAVE LATCH BOLTS, PROVIDE LEVERS. u, �00 5CHE1)UL µ OWER GUTTER PER GUTTER EWER GUTTER PLAN NORTH V z e I , OViREP PORCNI �\ \� 45 .n ,\ 4.1 ---� — I---- c� I O I A I TYP. F I ■ 03 I, I II BULYKHEAD■ I� i ■— o ■r�� rr■s ■ I■ NONUNION ■ IN�m ■ a�I T / ■r m 264 GREAT M - I - �--- --� I _ in I 1 _I I 2'6' 13 TELEPHONE SLOPE -TYP, Ln la z-30 I j I p NOTE - RE: SHEET 2A30I FOR 13 I 1 TOILET ROOM ACCESSORIES11 I MAN>,K' 1r ------------- RD 1 II J 1r121-1' T I I Flo], �I 0 , �I 11■� ■ ��■ ■ ■ �/� \ I i \v� 01 I ■ ■ ■ ■r■wr■1 I ■ -1 IL------- -- - - _ 10 TYl'_-- II O o _�- ___-' _ ;- �. X 5' MI o a oao wr ar ■. ..r 1 15' 1 LEVEL' . RFl F GX - —j 16 TYP. - DOORS -r--- - 1 - Il �, - 1 1 01 14 1 04 MAINTENANCE I % I VE N I) I NG 1 'STUCC ' Wf Ire■ ■■■i ■ ®■ �■■■ ■ I ■---- Oroj I STRUCT RA - - --1- I TYP � r I I 03 ■ , I 13 2'-6' II I II � I I-, G m2 102 I I I FT > , ■ r_ _ ----- , , I ,,411 CLEAR C FLOOR PLAN FLOAT GLA55 r1 SCALE: I/4' : I'•0 d" GLEA EMP. GLA55 - T. JLW�IL�J q i, uo.rRA,e 8 Elol , PANELS �! 1h wo FRAME- � p H4 HARDWARE GROUPS N5 [DOOR 8 FRAME TYPES GROUP AUTOMATIC CLo5ER ENTRANCE FUNCTION METAL THRESHOLD WEATHER SEAL p00R SURROUND GROUP 2 STORAGE FUNCTION GROUP 3 PU5H/PULL CYLINDER 4 THUMBTURN METAL THRESHOLD WEATHER SEAL DOOR SURROUND 1—----------------- ' --� I ' S'-0' N3 PLAN NORTH A6.0 A5.0 0 e SINGLE HUNG •ALUM. SINGLE HUNG •ALUM. m FIXED -ALUM. A B C �WlpOUJ �TN'P�S � � J GLASS: 3/16" CLEAR, FLOAT `---� FINISH: FACTORY PAINTED RE. WINDOW DETAILS ON A1.01 :m H2 A5.0 Ida A6 '.APPED AROUND _ COLUMN - TYP. P = Im. LA NOTES KEY NOTES: 01, FLOOR DRAIN5 (RE: PLUMBING). 02, PROVIDE EXHAUST FANS THAT HAVE A MINUMUM CAPACITY OF 2 CFM PER 5Q.FT. OF RESTROOM AREA (RE: MECHANICAL). 03, TYPICAL COLUMN FOOTING - THICKENED SLAB EDGE TO 2'-O' X 2'-0' X I'-0' DEEP, REINFORCED W/ 3-#4'5 EACH WAY. EXTEND 15'5 IN FLOOR 5LA5 BY 1'-0" INTO THICKENED SLAB EDGE IRE: STRUCT). 04, INTERIOR CONCRETE FLOOR 5LAB5 SHALL HAVE STEEL TROWEL FINISHED, EXCEPT RE5TROOM6. 05. EXTERIOR CONCRETE PORCH 5URFACE5 TO HAVE A LIGHT BROOM FINISH W/ TEXTURE PERP, TO BUILDING 06, PULL -DOWN ATTIC ACCE55 HATCH -w 22' X 34, 01. HI -LOW BARRIER -FREE E. W. C. (RE: PLUMBING) O8. MOUNT ELECTRICAL SWITCHES '� 42" - 48" A.F.F. 09. PROVIDE A I -HOUR FIRE -RATED WALL ASSEMBLY, GYPSUM ASSOC. NO, WP 3605 CON515TING OF: I - LAYER 5/s" GYPSUM WALBOARD (MAINT. SIDE) 4 1 - LAYER WATER RE515TANT BACKER BOARD (TOILET SIDE) APPLIED PARALLEL WITH OR AT RIGH ANGLES TO 2 X STUD W/ 6d COATED NAILS,1'/s"L., 0,0915'' SHANK, 1/4" HEADS,1" 0. C. STAGGER JOINTS EACH SIDE. 10. PROVIDE A MIN, OF 30" X 48" CLEAR FLOOR SPACE (AS INDICATED) CENTERED ON SINK. 11. PROVIDE SOLID BLOCKING FOR GRAB BARS WHICH ARE TO BE MOUNTED 33"-36" AFF. 12, PROVIDE A PUBLIC TELEPHONE W/ A COIN SLOT MOUNTED LOWER ON THE EQUIPMENT TO ALLOW UNIVERSAL INSTALLATION AT A HEIGHT OF 48 " OR LE55 TO ALL OPERABLE PARTS FOR ACCESSIBILITY. a 13, UNDER COUNTER REFRIDGERATOR i 14. 5EMI-RECE55ED FIRE EXTINGUISHER CABINET (FEC) - MOUNT a 48" TO CENTERLINE OF DOOR PULL. 1 .w 15. TYPICAL WOOD STUD WALL - 2 X 4 o 16" 0. C. (U. O. N. AS 512" (2 X 6 0 16" 0. C.) FOR PLUMBING WALLS), r DENOTES R = 11 BATT INSULATION. 16, MOP/BROOM HOLDER, Il 60" 0 WHEELCHAIR TURNING SPACE. Q .c GENERAL NOTES: I, ROOM FINISHES: CEILING - PAINTED GYPSUM BOARD Y WALLS - PAINTED GYPSUM BOARD (TYP) TOILETS - CERAMIC TILE FLOORS - GREAT ROOM - CARPET TOILETS - CERAMMIC TILE MAINTENANCE - SEALED CONC. 2. AREA SUMMARY: AREA UNDER ROOF - 1,505 G. 5. F. AREA UNDER A/C - 286 N. 5. F. 3. DIMENSIONS ARE GIVEN FROM FACE OF STUD 4 s CENTERLINE OF OPENINGS U. 0. N. 4 N N W 0 Q 0 x cu U 0 2 1/9/98 BIDDING I 6/29/98 PERMIT Rev. No Date Issue History F'UGLEBERG KQCH ARCHITECTS OTlando 2555 Temple Troll, Winter Pork, FI. 32789 (407) 629-0595 WC�+�I QVc a. MKS L:J L I\Lm � Mx APARiMENT5 Apr. MWK BANFORD, FL � DUNE 1992 ,.aj. 3643-0I POOL CABANA FLR, 4 ROOF PLANS 2,42.01 DR, a WIN, SCNEp. I v � 10 FILE: CAB202.D(Z PLOT SCALE: 12' =1' -0' LAST FLOT: 1 2 3 4 5 6 1 9 10 A B c D E F G N TOILET ROOD ACCE55OR1E5 5CHEDULE 0 QUANT NUMBER EQUIPMENT MOUNT EX15T MEW 61ZE CONDITION REMARKS WIDTH DEPTH HEIGHT 2 IA GRAB BAR WL NEW 42" 11/2" DIAM 33" TO TOP OPCI HEIGHT SHALL NOT VARY BY MORE THAN 112" 2 iB GRAB BAR WL NEW 36" 11/2 DIAM 33" TO TOP OPCI HEIGHT SHALL NOT VARY BY MORE THAN 112" 0 2A NOT USED TP NEW OPCI 2 25 TOILET TISSUE DISPENSER - SURFACE WL NEW OPCI MULTI -ROLL 0 3A NOT USED TP NEW OPCI 3B SANITARY NAPKIN DISPOSAL - SURFACE WL NEW OPCI 3 4 PAPER TOWEL DI6PEN5ER WL NEW OPCI 1 5A MIRROR WL NEW 461 - 36" OPCI 2 55 MIRROR - ACCE5515LE ADJUSTABLE TILT WL NEW IS" - 36" OPCI 3 6 50AP DISPENSER WL NEW OPCI 2 1 FOLD -DM BABY CHANGING STATION WL NEW 32" 411/2V193/4' I01/2" OPCI t CL05ED/OPEN P051TION - DIAPER DECK BY AICP 2 S COAT HOOK TP/WL NEW OPCI 1 9 SANITARY NAPKIN VENDOR - SURFACE WL NEW OPCI 5CHEDULE 455REVATION5 CPCI = CONTRACTOR PROVIDED CONTRACTOR INSTALL OPOI = OWNER PROVIDED OWNER INSTALLED OPGR OWNER PROVIDED CONTRACTOR ROUGH -IN VPVI = VENDOR PROVIDED VENDOR INSTALL SS 5TAINLE56 STEEL FL = FLOOR MOUNTED CL = CEILING MOUNTED WL = WALL MOUNTED EQ -- EQUIPMENT MOUNTED CT -- COUNTER TOP TP = TOILET PARTITION FINISH FACE I �\VI I I I\VI I I Iwl STUD STUD STUD �. TOILET ACCE56ORIE5 PLAN- 3/g, TOP OF GRAB BAR ri n� W.C. ry i" iV r BACK WALL SIDE WALL TOILET TISSUE SANITARY NAPKIN GRAB BAR GRAB BAR DISPENSER DISPOSAL OPENING BOTTOM _c::) OPERATING DEVI E / OF UNIT - RIM SINK FLOOR LIN DIAPER CHANGING HCPD 60AP PAPER TOIL EL SANITARY STATION MIRROR DISPENSER DISPENSER NAPKIN VENDOR rt-iVACCE650RIE5 MOUNTIN1� HE1.GHT5/ELEVy4TI0N5 TOILET TISSUE I715P. SOAP i■■■■■ �Mo■MEN ■■■ IN r ray PAPER TOU)EL DISP. CERAMIC ■■n ■�aa�r.■ ■W:iyL'�■ ■i1 G�Il•■■■ ■rlil■i■■■ SOUTH WEST EAST MALE REFROOM -INTERIOR ELEVATION5 - 1'-0 PAPER TOUEL D15P, GRAB BAR U1.C. TILE - T4. GRAB BAR 5AN. ❑ 8 NAP. Luz. TOILET D15P S.Ir HANDICAPPED TOILET TISSUE DISPENSER CERAMIC WALL HOOK a SANITARY DIAPER CHANGING NAPKIN STATION VENDOR SOUTH EAST WEST NORTH FEMALE REFROOM -INTERIOR ELEVATION5 I -oil CERAMIC WALL DIAPER CHANGING STATION NORTH TOILET COMPARTMENT 5PECIFICATION DESIGNER 5ERIE5 1040 BY BOBRICK, OR EQUAL. 50LID PHENOLIC PANELS, STALL CONSTRUCTION. FLOOR AND CEILING ANCHORED. COMMERCIAL 5.5. HARDWARE. PHENOLIC COLOR BY OWNER. , t 3'•9' 2'-0' �r wn Vucnr) I mill Vi ICAn CROUCH MOLD RM, VENTED METAL (RE: C8 / 2A601) PERIMETER SOFFIT 4'-10' 5' 0' 5' 0' 4' La CE - iCABINETS IBELOW �, �- iGEILING o 'STUCCO' I a CEILING - PAINTED (TYP.) E PO RC H GYPSUM BOARD "v CEILING - PAINTED 8' NON. CEILING HOT. 3' 2' 5'-6 1/2' _ 3' 6 I/2' MEN Q (5 8' NOM. CEILING NOT. FILLE �CsREA7R00M -CABINET ELEVATION WOMEN V NOM. CEILING HOT. 3'-6 V2' I 3'40 I/2' M Q GYPSUM BOARD CEILING - PAINTED ELECTICAL SYMBOLS LEGEND :::lti 110 VOLT DUPLEX OUTLET A 18" AFF, (UDA) 06D, SMOKE DETECTOR _Q GROUND FAULT INTERIPTER 0 EXHAUST FAN WATERPROOF GF.i. OUTLET N EXHAUST FAN UY LIGHT e 110 VOLT SINGLE OUTLET $, SWITCH 4 42" AFF. 110 VOLT =RUPLEX OUTLET $, 3 - WAY SWITCH 0 42" AFF. 110 VOLT DUPLEX OUTLET SPLIT WIRED is DIMMER WTCH 4 42" AFF. 110 VOLT DUPLEX OUTLET FLOOR MO. } CEILING LIGHT FIXTURE O 110 VOLT JUNCTION LOX CEILING LIGHT FIXTURE - PENDANT MOUNT 220 VOLT CUTLET I-Q WALL MOUNTED LIGHT FIXTURE e 12" A TELEPHONE JACK FLUORESCENT LIGHT FIXTURE © TELEVISION JACK 9o THEATER LIGHT FIXTURE Q THEWOSTAT CEILING FAN ELECTRICAL PANEL CEILING FAN UV LIGHT FIXTURE ELECTRICAL METER TRACK LIGHT FIXTURE AIR CONDITIONER DISCONNECT UNDER CABINET/SHELF LIGHT FIXTURE CI PUSH BUTTON MOTOR L�J DOOR BELL �,,'-J-' •. CIRCUIT __9 I_\ c E F NOTES GENERAL NOTES: 06. ATTIC ACCESS HATCH 'a 22' X 34', 09. PROVIDE A I -HOUR FIRE -RATED WALL ASSEMBLY. L L Q Q 2 7/9/98 BIDDING 0 I 6/29/9,5 PERMIT Rev. No Date Issue History An 4___ PUGLEBERG KOCH ARCHIPEC"I'S G OTlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 H ti il/EFLf`iKE APARTMENTS SANFORD, FL MKS a MWK MW< Data JUNE 1998 Roy. 3643-01 POOLCAPANA REF. CEILING PLAN 4 TOILET AGCE55NE I 2,43.01 2 3 4 !2 (0 I 6 9 10 CAB301,DW6 F.oT SCALE: 12' --1' -0' LAV FLOT; 4 E D E F G i H SIDE PORCH ENGINEERED TRU55E5 WOE) CRM - MOLDING (RE:_ CS / 24.01) //—Mll)-F( WALL E SIDE PORCH 11 TRU65 m RU55 BEARING a06 BEARING 0 0 0 TRIM BEARING Tn55 BEARING 4 4 FLOOR LIKE III TRIJ56 TF1166 TW56 E31 �1RICsN? 61DE ELEVATION 5 C LEFT 51DE ELEVATION 4 X 4 TILE ACCENT5 TYP. CEMENT PORCH PLASTER ('5TUCCO') '41, PORCH TYP, REVEAL JOINT CONTROL JOINT REAR ELVEAiION a-) VA] IN c m E F � I �II� 51, P. Wool) BME =1 FLOOR LINE � II��I�I''a� �!I�I-�— � H H2 TRANSVERSE BUILDING SEGiIONH1 FRONT EL vAiION 5GALE. 1/4' -- V-0 5CALE: 1/4' V-0 2- 3 4 5 10 NOTES 2 1/9/95 BIDDING 0 I 6/29/98 Rev. No Date —PERMIT Issue History 0 As FUGLEBERG KoCH ARCHITECTS Orlando 2555 Temple Trail, Winter Pork, FI. 32789 (407) 629-0595 V E TLAKE Ck. MWK MK5 APARTMENTS °E' - MW 5ANFORD, FL Date JUNE 1990 ft0j, 3643-0 FICOL CAE34NA EXT. ELEvArtIONS 4 2A5.01 BUILDING SECTION 3501 MOT SCALE: 12': V- 0' LAST FLOTi I L 4 5 6 -I 8 9 10 C 11 E F G I STANDING SEAM METAL ROOFING ON 15 tt ASPHALT IMPREGNATED FELT OVER ROOF SHEATHING (EXP,1) 51MP50N HURRICANE TIE Q EACH TRU55 (RE: 5TRUCT,) CONT. METAL EDGE FLA5HIN OVER I X 2 P. T. X. GUTTER (WHERE NOTED) TRU55 BEARING - TOP OF COLUMN HEAD HEIGHT 2 X 6 CEDAR FACIA OVER 2 X 4 P. T. WD. HEADER CONTINUOUS VENTED METAL SOFFIT 3/4" 'STUCCO' (PAINTED) ON - METAL LATH OVER BUILDING WRAP OVER EXT, SHEATHING ON 2 X WD. FRAMING a 16" 0, C, 2'-0" SILL HEIGHT — 01-011 FLOOR LINE REF, EL. GRADE (VARIES) pli m ENGINEERED WOOD TRUSSES Q 24" 0. C. 12 6 —3%" 'STUCCO' (PAINTED) ON METAL LATH OVER BUILDING WRAP OVER EXT. SHEATHING WINDOW W/ SCREEN (RE: WINDOW 5CHED. 2A2.01) 2 x WEEN BL AT TO PLATE W/ II 19 BATT IN51.11,d '/2" GYP. BD. CLG. ATTACHED TO BOTTOM CHORD OF TRUSS W/ 5d COOLER NAILS Q 1" O.C. 1/8" TYPE 'X GYPSUM BOARD ON 2 X 4 WOOD STUDS 9 16" 0. C. 2 X 4 WOOD PLATE ON HEADER (RE: 5TRUCT. - HEADER 5CHED.) GYPSUM BOARD RETURN e HEAD d JAMB R T. WOOD BLOCKING UNDER SILL 1/4" X 3�/2" MARBLE SILL NEW R - II GATT INSULATION W/ 2 X 4 P.T. 51LL PLATE W/ i2" 0 (6 x VAPOR BARRIER TO THE WARM SIDE X 2 ) ANCHOR BOLTS A 2_0" O.C. SCHEDULED WALL 4 FLOOR FIN15H 5IMP5ON 5P6 STUD PLATE CONNECTOR z EACH STUD 4" REINFORCED CONC, SLAB ON PLASTER WEEP SCREED VAPOR RETARDER OVER CLEAN, WELL COMPACTED POISONED FILL 4" REINFORCED CONC. 5LA5 SCHEDULED BASE (51LOPE5 1" AWAY FROM BLDG.)- ____ — — — . . . j -_ . 111 4 6 /4 I ° a ° 11—I I —I I L_.I I 1=1 11E1 11_.....I 11-1 11_I I - ETI 4 4 I-1 I IT I 1E1 I ElI-1 I Ed I ICI I ICII 1=1 hI 15111 I I— 11-1 sr COLUMN II1111111i1 II11111111111i11111i11111i11111illlllilllllililllilllllilllllilli TURNED DOWN TURNED DOWN SLAB EDGE FTG, SLAB EDGE W/ 2 - 45 CONT. (RE: 5TRUCT.) H`>WALLgSEmiION�o �GREA 1 2 3 J d SIDE PORCH CHa)WALL SECTION a 4 5 6 1 g AT RM. ENTRY PORCH NOTE: Z IA�CA D DUD TO TY tG� 51MILAR CONDITIONS. nee o a B 10 FJA n C 101 E F G I NOTES 0 0 2 1/9/98 BIDDING I 6/29/98 PERMIT Rev. No Date Issue History q An FUCTLEBERG KOCH ARCHITECTS Orlando 2555 remple Trail, Winter Park, A, 32789 (407) 629-0595 WE5TLAKE Dr. MK5 a Mua< APARTMENTS MWI< SANFORD, FL DateJuNe 1990 __. „aj 3643-01 POOL CABANA WALL 5EC110N5 2A6.01 $ pETAILS FILE- GAB601.DWG PLOT WALE 12 1 --1' -0' LA6T PLOT, j 2 3 4 5 6 1 8 5 10 r_O o 0 E STANDING SEAM METAL ROOFING ON 15 # ASPHALT IMPREGNATED FELT OVER ROOF SHEATHING (EXP.1) 51MP50N HURRICANE TIE Q EACH TRU55 (RE: 5TRUCT.) CONT. METAL EDGE I;LA51-11 OVER 1 X 2 P. T. IUD. GUTTER 9'-3" OVER -BUILD BEARING 8'-O" h TRU55 BEARING 1'-5" TOP OF COLUMN 1'-0" HEAD HEIGHT _ 2 X 6 CEDAR FACIA OVER 2 X 4 P. T, WD. HEADER CONTINUOUS VENTED METAL SOFFIT 3/4" '5TUCCO' (PAINTED) ON METAL LATH OYER BUILDING WRAP OYER EXT. SHEATHING ON 2 X IUD, FRAMING 10 16" o. c. F 2'-0" BOTTOM OF REVEAL G H 0'-0" FLOOR LINE REF. EL. GRADE (VARIES) 5 N ?--�( WOOD FRAMING —3/4" 'STUCCO' (PAINTED) ON METAL LATH—, OVER BUILDING WRAP OVER EXT. SHEATHING NGINEERED WOOD TRU55E5 9 24" 0, C. P. T. 2 x 4 BETWEEN BLOCKI %- ATTACH TO PLATE WI 16d)AIL 8"O.C. 11/2" GYP. BD. CLG. ATTACHED TO BOTTOM CHORD OF TRU55 W/ 5d COOLER NAILS Q 1" O.C. GYPSUM BOARD ON 2 X 4 WOOD 5TUD5 A 16" 0. C. 2 X 4 MID -POINT BLOCKING STANDING SEAM METAL ROOFING ON 15 $ ASPHALT IMPREGNATED FELT OVER ROOF SHEATHING (EXP.1) 51MP50N HURRICANE TIE 0 EACH TRU55 (RE: STRUCT.) CONT, METAL EDGE FLA5HING OVER I X 2 P. T. WD. GUTTER (WHERE NOTED)- 8'-0" TRU55 BEARIi 6 -- 1'-5" TOP OF COLT11N 1'-0" HEAD HEIGHT _ 2 X 6 CEDAR FACIA OVER — 2 X 4 P. T. WD. HEADER CONTINUOUS VENTED METAL SOFFIT 3/4" '5TU000' (PAINTED) ON METAL LATH OVER BUILDING WRAP OVER EXT. SHEATHING ON 2 X IUD. FRAMING 1@ 16" 0. C. 3/4" 'STUCCO' (PAINTED) ON METAL LATH OVER BUILDING WRAP OVER 2-LAYERS OF 1/2" W. X 3/4" D. REVEAL JOINT ''/2" EXT, SHEATHING WRAPPED 2 X 4 P.T. SILL PLATE W/1/2" P (6 x AROUND 4 X 4 WOOD COLUMN _X 2 ) ANCHOR BOLT5 � 2'.0" O.C. 2'-0" BOTf(;1 F YLS��GTURAL) — SCHEDULED WALL 4 FLOOR FINISH — 61MP50N 6% STUD PLATE CONNECTOR 9 EACH STUD 4" REINFORCED CONC. SLAB ON PLASTER WEEP 5CREED VAPOR RETARDER OVER CLEAN, 1 WELL COMPACTED P016ONED FILL 4" REINFORCED CONG. 5LAB SCHEDULED BASE (9LOPE5 1" AWAY FROM BLDG.) 0'-0,, FLOOR LINE -- ° a' ,• _ Q°.a c� ql�I�- ° r----. a —� -- REF. EL. GRADE (VARIE5) - a° _EI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I E =1 ° ° 1-111-1 I- 11-1 11= I IEI I MI 11=1 I = -'�— °• ��• �� � I -=1 I I-�= I —I 11=1 11=1 11=1 1=1 1=1 I IEI 11=1 COLUMN PAD Illilllllil iIiIIlllillllllllilllllilllllilllllilllililllllill� lilllllilll TURNED DOWN TURNED DOWN SLAB EDGE FTG. 5LAB EDGE W/ 2 - 05 CONT. (RE: STRUCT.) ENGINEERED WOOD TRU$6E5 Q 24" 0, C. 12 6 (�;0- TOME P. T. 2 x 4 BETWEEN BLOCKII��"/r ATTACH TO PLATE W/ 16d AILO.C. '%" GYP. BD. CLG. ATTACHED TO BOTTOM CHORD OF TRU55 W/ 5d COOLER NAILS '0 1" O.C. I I 1 1 3/4" '5TUCCO' (PAINTED) ON METAL LATH II I/2 OVER BUILDING WRAP OVER EXT, SHEATHING I i I " GYPSUM BOARD ON 2 X 4 WOOD 1 I STUDS a 16" 0. C. 2 X 4 MID -POINT BLOCKING II 111 11/2" W. X 3%" D. REVEAL JOINT 1 I 2 X 4 P.T. SILL PLATE W/1i2" 4, (6 x 1 X 2 ) ANCHOR BOLT5 Q 2_O" O.C. SCHEDULED WALL 4 FLOOR FIN15H 51MP50N 5P6 5TUD PLATE — CONNECTOR 9 EACH STUD 4" REINFORCED CONC. SLAB ON 1 PLASTER WEEP 5CREED VAPOR RETARDER OVER CLEAN, WELL COMPACTED POISONED FILL 4" REINFORCED GONG. 5LAB SCHEDULED BASE (SLOPES I" AWAY FROM BLDG.) ° Ate4,_,-4°.tea--�----- 4--.-- ° °7t1111—III—I 1-11 I —I 11-1 I 1—I I L-1 I—_ 11 I— �-1MI I MI I 1=1 I IEI I IEI I I_-1 I IEI I 1-1 I IEI - I I— M=1 11=1 11=1 11=1 11=1 11-1 I I-1 11=1 I 1- =1 8 COLUMN PAD I I —III I —III —III —I 11-1 I 1EI I I —I I FEI I IE1II—III — 11 I— " —III—III III —I 11=1 11=1 11=1 I I —I 11=f I I----III-=1 11=1 11=1 I TURNED DOWN TURNED DOWN SLAB EDGE FTG. 5LA5 EDGE W/ 2 - 05 CONT. (RE: 5TRUCT.) H.�L8'� %SCALE: 3/4' = I'-m �n� SCALE: 3/4' = I'-0 ARING NOTE: DETA1 BE TY, N nZ G IN E F G NOTES -- 0 0 0 0 0 0 2 1/9/96 BIDDING 1 6/29/98 PERMIT Rev. No Dote Issue History ■M 41 FUGLEBERG KQCH ARCHITECTS Orlando 2555 Temple Trail, Winter Pork, FI. 32789 (407) 629-0595 rJJ°,�, a•�Jd• J UJE5TLAKE AFAR I MEIVT5 - SANF®RD, FL MWK MWK Data JUNE 1995 moo,. 3643-01 POOL CABANA WALL SECTIONS 2A6.02 1 2 I DEC -TO TIONS, O AM GA8602.DWG PLOT 6CALE: 12 ° =1' -0' LAST PLOT! _. 1 2 3 4 5 l g --_ 9 10 NOTES A E G D E F G CONNECTOR SEE PLAN 5EE PLAN TRU55 BRG 1/2' GYP. E311). 1/2' EXT, GYP. I3D. SHEATHING ATTACH TO TRU551z5 4 5L.00KiNC W1 5d COOLER NAILS @ 7" O.0 SECTION END GABLE TRU55 - P.T. 2x8 P BLOCKING - ArrACI.1 TO iY_ 1,/16d NAILS 8" O.G. 2x4 BLOCKING A5- REOV IN PLAN, ATTACH TO TRU55ES W/ 2-16d NAILS EA. END. P15L. FF HEADER AS REaV IN ROOF PLAN 2X4 @ 24" O.G. ATTAGM 'TO LABEL END 21RU55 W/Ibd NAILS A"TAGH TRUSS TO 2X8 VV l6d NAILS a6" O.G. NAIL5 5EE PLAN 'ONNECTOR 'EE PLAN 4X4 P05T - SEE PLAN 3/4" STUCCO OVER MTL LATH STRAP A5 REM? IN DIA. A.B. (8X2) REOV IN PLAN SECTION WALL SECTION JSCALE: 3/'= V-0' �2. 0 2 SCALE: 3/'= 1'-0' 1/2" PLYWD SHEATHING ATTACHED W/ 5d NAILS � (01 O.C. Q EDCxE5 4 V 12' O.G. a INT. SUPPORTS, Ck WALL 5EE CIViL DU,65 2x4 SPRUCE PiNE 6TUP5 -,�D 16" O.C. - REFER TO FTC, 5CHEI;)ULE 5P4 10 32' O.C. P.T. 2x4 i2 W/ FOR 51ZE, DEPTH AND TOP 4 BOTTOM 1/2' DIA. x 5 1/2" REINFORCEMENT EXP. ANCHORS 24" O.G. ISOLATION X JOINT W.W.F. X X m X X--� 31 COVER (�:c*:) SECTION 2a02 6CALE: 314'= 1'-0' o a 51ZE L I - 3 ' COVER REER TO FT6. 5C1--IED. FOR 51ZE, DEPTH AND REINF. NOTE; ATTAGM TO EAGI I^U 50 G 2 HEADER 'DETAIL �2. 0 2 5CALE: 314'= V-0' 5EE PLAN Y l� n � 4 q ('_7� SECTION 2.02 SCALE: 314"= 1'-ID" A5 REOV RULE A5 N PLAN 5 REOV A5 N PLAN BOLTS AS N PLAN FASTENER SCHEDULE HEADER IF OF STUDS HEADER FOUNDATION 2-2x4 I MT512 LTTIci 2-2x6 I i-iT512 LTriq 2-2x8 2 MT512 L TIq 2-2AO 2 2-MT512 2-LTTIq 2-2x12 2 2-MT512 2-L'r rlq \5 REO'D ULE AS REaV DULE HEADER SECTION 2.02 SCALE: 3/1= 1'-0' L REFER TO FTC. 5CHE'D, FOR 51ZE, DEPTH AND REINF. SECTION _ 2r02 5cALE, 3i ,,= 1'-IDS, STRUCTURAL. DESIGN CRITERIA GOVERNING CODE5 AND SPECIFICATIONS 1. Standard Building Code, 199,7 Edition. 2. Building Code Requirements for Reinforced Concrete, ACI 310-a9. 3. National Design Specification for Wood Construction, AFPA, October, 1992, VERTICAL DESIGN LOADS I. Roof Dead Load .....................................................................................20 PSF 2. Roof !rive Load ......................................................................................20 P5F 3, Wind Load: Basic Pressure 100 MPH Region .......... _ .......................................................20.4 P517 Use coefficients from SBC Chapter 16. LATERAL. DE51GN LOADS EXTERIOR VERTICAL 5URFACE6: I. Wind Load: Basic Pressure 100 MPH Region.....................................................................20.4 PSI= Use coefficients from 55C Chapter 16, GENERAL. STRUCTURAL_ NOTES FOUNDATION I. Foundation design is based on an allowable soil bearing pressure of 2000 PSF and differential settlement of i inch. 2. Fill (iF required) shall consist of non -organic sand with less than 10 percent passing the 1200 sieve. Fill shall be place in 12 inch lifts and compacted to a minimum of 95 percent of the Modified Proctor maximum dry density (A5TM D1551). 3. Footings shall be excavated to their bearing elevations and the support soils compacted to a minimum of 95 percent of the Modified Proctor maximum dry density (A5TM D1551) to a depth of 2 Feet below Footing bearing elevations. 4, Contractor shall provide geotechnical engineering reports by a Florida Registered Geotechnical Engineer confirming that the above assumptions are adequate for the selected building pad. If other or more stringent recommendations are made by the geotechnical reports notify the Structural Engineer of Record prior to construction. 5. Contractor shall provide complete reports, prepared by a Florida Registered Geotechnical Engineer, of all monitoring and testing performed to bring the foundation strata within conformance of design recommendations. Monitoring and testing shall be performed in accordance with the project specifications. 6. Provide 6 mil vapor barrier over compacted subgrade for slab on grade. Vapor barrier shall be lapped a minimum of 6 inches in direction of concrete pour, Care shall be exercised to prevent damage or rupture of barrier. Where columns, pipe conduit, etc. penetrate membrane, cut around projection and seal with joint tape. CONCRETE I. All concrete work shall be accomplished in accordance with 'Specifications for 5tructura l Concrete for Buildings', ACI 301-09. 2. All concrete shall have a specified minimum compressive strength of 3,000 PSI at 20 days. 3, Concrete aggregate shall be 3/4' in accordance with A5TM C33. 4. Submit mix design for review prior to concrete pour. REINFORCEMENT 1. Reinforcing steel shall be in accordance with A5TM A615, Grade 60, 2. Masonry joint reinforcement shall be hot -dip galvanized steel wire in accordance with ASTM AK 3. Welded wire fabric shall be in accordance with A5TM Alas and shall be placed in the upper 1/3 of the slab. TIMBER FRAMING 1. All timber frame construction shall be in accordance with Chapter 23, 199 7 Standard Building Code. 2, Structural Framing beams and rafters shall be minimum 12 5outhern Yellow Pine w/ 19% moisture content, Wall studs may be 02 Spruce -Pine -Pir. 3. Provide continuous wind uplift load resistance path from roof to foundation For all btructura I elements. TIMBER TRU55E5 1. Design of pre-engineered trusses shall comply with TPI Design Specifications for Metal Connected Wood Trusses, 2. Submit truss engineering to Structural Engineer of Record for review prior to fabrication. The submittal shall indicate design loads, wind speed, height above bearing, type of exposure and uplift and lateral loads at bearing points. 3. Contractor shall provide all bracing required by Truss Manufacturer's design, Temporary bracing shall also be provided in accordance with TPI "Commentary and Recommendations for Bracing !!Wood Trusses i3WT-16.' CONNECTORS I. All pre -Fabricated, pre-engineered timber connectors are a$ specified within 5lmpson Strong -Tie catalog C-96. 2. Connectors shall be installed in accordance with the instructions given in the above referenced catalog, 3. Alternate connectors may be allowed provided they equal or exceed the specific allowable loads given in the above referenced catalog. M16CEL.L_ANECUS I, Contractor shall brace all construction against gravity, lateral and uplift loads until structure is complete. 2. Coordinate structural work with architectural plans and all other trades. 3. All construction shall be in accordance with the Standard Building Code, 1997 Edition. I o� I 2 3 4 5 6 10 r09n CI Q,E 0.1 W��Ha ASSOCIATES, INC. 1 1 1 I STRUCTURAL/CIVIL ENGINEERING 990 LEWIS DRIVE (G07) 740-5444 WINTER PARK, FLORIDA 32789 FAX (407) 740-7900 2_ 1/9/9a BIDDING 0 1 6/29/90 PERMIT Rev. No Dote Issue History -41 FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Roil, Minter Park, Fl. 32789 (407) 629-0595 WEV12-TLAKE 5ANFORp, FL Dale JJUNE 1998 Rol. J 013 COMMON, DETAILS �6 2,02 ..-__--- - I 2 3 5 (0 7 8 9 10 A E3 C D E F C. 2x4 FLATW15E: a 24" O ATTACH TO TOP fF- W/2-I&d NAILS SEE: PLAN TRU55 f5RCa 2x4 53 OCKING O.G. 1�0 1st 4 FRi GYP. E CHORI GOOD, .. ,. ,— . _ — (:::l:) SECTION 2.03 SCALE: •"4 M= 11-Op 51V EXT GRAOE FL MOOO OECK. ATTACH TO TRU55,;) w/ 6d NALS fp4" O.G. 'w m-, r $ m VOL. AT INTFFJ 16O1A7 5UFFORT5. HURRICANE 5TRAF A5 REa IN PLAN EN61N1=EFFO ROOF TFU55E W 51MF$CN 146 HURRICANE 5TRAP5 EACH. TRU55 (--2-'SECTION 2.03 5CALF: 3141= 11-o" 4F 5TRAF A5 PLAN CONT. !U/51MF5CN 'A. 5TUO TrF. �RAO� FL ru�oop !G ATTACH -5 9 6' O.G. O.C. (U/ H-5 INE CLIFS 15TU0 TrP. 2x4 STUD WALL =1_ �1 LLJ u `-S F- SCNI=p FOR SIZE, DEPTH AN[;) REINFORCING r3- SECTION �2-0 3 5CALF, ` "= V-0' m 101 C 103 IN F H NOTES I HB ASSOCIATES, INC. STRUCTURAL/CIVIL ENGINEERING wl 990 LEWIs DRIVE (407) 7GO-51A WINrER PARK, FLORIDA 52789 FAA (1,07) 740-7900 L� A 2 1/9/9a RIDDING 0 I 6/29/9a PIEWIT Rev. No Date Issue History F'UGLEBERG KOCH ARCHITECTS OTl ando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 WEFLANQPr. 6RT Ck APAR TMENT� paw �uN� 1998 SNFOR�, FL �.o,. 90-118b COMMONID E T A I L 5 5 2,031 0 i Int_U /Al l 3 4 5 E C G E F Ihl A3; ���illillill I'�' 3'=1'-0 INTERIOR DOOR JAM 3' = I' -0 %iii i!FA 5/V TYPE 'X' GYP.131). 2X JAMB/HEADER WOOD SHIM WOOD CA51NG MORTISE STOP OR SOLID FRAME 4 STOP DOOR PER SCHEDULE RATED FRAME WHERE NOTED 09zz0.v 53)�ITE111011 DOOR JAM 05110,8 Oz <E 03310 B LEVEL AJNTRY DOORS 4 a Q 4. Q a a a a a d .Id \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ F3 EXTERIOR DOOR THREbHO COURT SYSTEM WALL PANEL WOOD FRAME WALL (RE: IA6.01) VENTED WALL BASE 1 EXPAN51ON GAP RESILIENT CUSHION PADS HARDWOOD FLOORING 2 X 3 P,T, WOOD SLEEPERS /4 1'Ijj 8 MIL THICK SHEET VAPOR RETARDANT A CV Q 1 CONCRETE SLAB ,COURT FLOOR WALL DETAIL w 4ti C'4 HEADER (RE: 5TRUCT) EXTERIOR WINDOW HEAD (TYP.) 3112" WOOD DOORCA911 5 W/ BACK BAND OCCUR; AT DOORS W/ TRANSOM ONLY 09220P 4/2" 03 011W.6 WHERE OCCURS - RE: 019008 09220.V EXTERIOR ELEVATION MIN ii , ii o r I., j 3'=11-0 EXTERIO SCHEDULED DOOR - VET FLUSH W/ INTERIOR WALL RESILIENT CUSHION PADS 1/4' x 1-1/5' ALUM. ED65 TRIM, FASTEN TO WOOD FLOOR W/ 0 10 x 1-1/2' F.H.W.S. 6 24' O.C. HARDWOOD FLOORING 2 X 3 P.T, WOE) SLEEPERS S MIL THICK SHEET VAPOR RETARDANT --------------------------______ p II I I Q ki— CONCRETE $LAB 5' WIDE ALUM. THRESHOLD 1/4' DIA, F,H, SLEEVE ANCHORS is 24' O.C. COURT [DOOR THRE5HOLID >�Iffi�'/Ilnllw��nen} r�'�INXn1rr11elYM111®�AII��II��IA�u��� 1"iKJ I �rt4 FULL 51ZE nnnnnli�In��■rnnn�!""® s EXTERIOR DOOR �' TRANSOM SIDELITE i SCHEDULED GLASS IN WOOD FRAME STOP WOOD MULLION SPECIFIED DOOR START 'B' STRIPS HER ---- WINDOW FLANGE E3 APPLY IN ORDER STARTING AT BOTTOM OF WINDOW, OVERLAPPING AS INDICATED7 Mlr . 4' F�E e SiIGK DE?AI GYPSUM BOARD TOP, BOTTOM 4 51DB GYPSUM WARD EACH SIDE FIRE EXTINGUISHER CABINET 4-01 AF.F. DBL. GYPSUM BOARD WITH ADHESIVE To ADJOINING LAYER WOOD STUDS 16' OOR / 51DELITE JAMB FIRE EXTINGU16HER.CA51NET -0 1-1/2' FACE OF WALL TO FACE OF GRAB BAR 2 X 4 BLOCKING TWEEN STUDS SECURED W 5IMP5ON A-35 ANCHOR TOF 4 BOTTOM U4' DIA. x 3' VAND AL RESISTANT SCREW (3) PER BRACKET. I-1/2' DIA. OD. GRAB OAR CERAMIC TILE TILE BACKERBOARD WOOD STUD WALL AR IDETA N.T.S. I/8' CLEAR ACRYLIC PLASTIC, 6' SUBSURFACE 51LK5CREENED W/ 6„ BLUE CHARARCTER AND WHITE BACKGROUND I' HIGH UPPER CASE SIMPLE SERIF TYPE CHARACTER, RAISEq 1/32' �q W INTEGRAL GRADE 2 BRAILLE a M 1/10' DOT$ W/ 2/10' SPACE BETWEEN CELLS, RAISED 1/32' WORD SIGNS (0 6 � -- - 4. 7— E7ACCESSIBLE SIGN 61 —A �N MOUNTIN ACCESSIBLE SIGN NOTE: NOTE: PROVIDE WORD 51GN5 FOR ALL ROOMS ATTACH SIGN USING (4) WITH DOOR ACCE65 4 ACCESSIBLE FOUR FLATHEAD WOOD SIGNS AT ALL TOILETS i MAIN ENTRY SCREWS, COUNTERSINK DOORS TO BUILDING. A AND DHESIVE. sI SCALE: 1/4" : Ir 5IGNFDETAILS FULL SIZE m .w _ n C E _I VOTES 3: CONCRETE 03310.E CONCRETE SLAB - SEE STRUCTURAL 6: WOOD AND PLASTICS 06100.0 2 x 4 WOOD FRAMING E 1/2' EXPANSION JOINT WITH 1/2' EXPAN51ON MATERIAL SHEATHING V P.T. I x 4 01692A PRE -FABRICATED WOOD TRU55E5 - SEE STRUCTURAL 06200.GG 2 X 2 TRIM V COLONIAL CA51NG 1: THERMAL 4 M015TURE PROTECTION 01110A BITUMINOUS SHEET WATERPROOFING 01IW,8 4 MIL VAPOR DARRIER 01210,A BATT INSULATION 01600A FLASHING 01900,15 SEALANT, CONTINUOUS 8: DOORS AND WINDOWS 05211A DOOR (RE: SCHED). C WOOD DOOR FRAME, 08110.8 THRESHOLD 9: FIN15HE5 09220.E RAISED STUCCO BAND G. PAPERBACKED METAL LATH 11 'J' TRIM N CONTROL JOINT P EXPANDED POLYSTYRENE (EP5) SHAPE .V EXTERIOR FIN15H SYSTEM 09255.A SCHEDULED GYPSUM BOARD 09300,1) MARBLE WINDOW 51LL NOTES: 01, REFER TO BUILDING FLOOR PLANS FOR GYPSUM WALLBOARD THICKNE55 AND RATING OF ALL PARTITIONS 02, SET THRESHOLD IN FULL BED OF SILICONE SEALANT 03, INSTALL 40 MIL PEEL 4 STICK FLASHING AT ALL WINDOW HEAD, JAMB, AND SILL TYPICAL r r 1 1 s 4 C 0 Q lr L 2 1/9/98 BIDDING 0 Rev, No Date Issue History FUGL,EBERG Koll ARCHITECTS OTlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 r N ' UJGFLQKE or. M.K.S. a M.WK. APARTMENTS Ap,. "W'< 9'^ DUNE 1995 ANFORD, F� Roy. 3643-m1 DOOR, UJINDOIU B MISCELLANEOUS A1.01 DETAILS a t - V I 6 10 FILE; 211A101 f1i 12' = I'-0LABT ft% 01/10 A 142 E F G 00 m T M. 1 1/2" 1 1/2- 4' EWC-1 DISHWASHER DISPOSER i I � UR-1 I WCO CS-2 V \ � I 2» n i '_1 3n 3 1 1/2" I I 3" 2"—\ / I 2" I I 1 1/2' 3"FD-1 2 4"vtR I I I n WC-1 3"FD-1 1 1/2" �I\ jI i t L-2 1 1/2 " �' 9' / I I ` ( WC-1 1 1 2n 1 3"FD-1 1 UR-1 i I 4 1 1/2 I I �� „ L=1 3 FD-1 WCO I i WC--1 13"FD--1 _ 3„ 3„ 4" "tjI I LL=2 L-2 WC-1 3" 3" 3"FD-1 2 WAY GCO 4n SANITARY RISER DIAGRAM UNDERGROR ND WASTEFORNE NOT TO SCALE CONTINUATION SEE CIVIL SITE PLAN C HB-1 IN N. IN IN \ \ 1 /2" /1 \ \ IN. 11N 1" \ �1/2n 01 WATER SHOCK ',r� -� EWH-1 ON WATER \ ARRESTORS � � I EWC-1 HEATER PLATFORM (TYPICAL) \ - 3/ 4�� IN,� 1" \\ 1 1/2 \ IN. 1 1/2" ( 1 DISHWASHER �_ / > 3/4 I SHUT OFF VALVE / 3/4" .' C ' UR--1 (TYPICAL) 1,2„ 1 � .' WC-1 \11'\ 1 1/2" ///�1/2n „ WC- 1 / ` 3/4 I I / / / SHUT OFF VALVE I 1/2 1/2-2 „_�'✓ \ �IN VALVE BOX UR- 3/4 WC-1 .01 1 1/2° DOMESTIC WATER Sl \ / CINE ONTINUATION OSEEDCIVILFST I \ �' \ 1 /2" L-2 / / / PLAN \SIN 1/2„ / /// 1 2n IN W E N SFL.00R1 PLAN -- SANITARY 1/8"=1 ,2" 4" SANITARY WASTE LINE UNDERGROUND - FOR CONTINUATION SEE CIVIL SITE PLAN 1 1/2" DOMESTIC WATER SUPPL• LINE UNDERGROUND FOR CONTINUATION SEE CIVIL SITE PLAN SHUT OFF VALVE IN VALVE BOX El 0 C I E NOTES 1 e I J , BORES ASSOCIATES ®Consulting .Engineers, Inc. 150 CIRCLE DRIVE MAITLAND, FL 32751 VOICE: 407 628 0882 FAX: 407 628.7024 ® NET80BES E—MAIU BOBS OMIAO NET 0 2 VVYW EME)O NG Q I b/19l'98 FMIT Rw. No Dab WNW Rebury N ek FUGLEHERG KOCH ARCHITECTS Orlando zags TWA* ftA ""w Park, FL lum (4q tW-M WEFLAKE APAR1'MENT5 SANFORp, Fl. pr ACM Ck A5Jr Am' or 6R9196 R„ 3643-mi CLUBHOUSE I FLOOR PLAN IP,01 PLUMBING I p E - - - moo--_ CE 0 --- --------- ------- F-------------- - ---------- ------------------ II I --~--,_- - -BQ-- QE --J O c-_.0 - - - - - - - - - - - - - -- F 0 0 24x1 2 J RACQQ03AL 0 ------- t T IF: I L 0 0 0 0 0 0 5CD_M00F EH-11 P, (5) CD-1 0 0 0 4- ------ 1 CFM 8"0 L 120 1210 CPO 1 0"W EXHAUST IL --- �j UP TO ROOF JACK {IIIIIII I I 24xl2-/ (4) CD-1 8')0 0 330 CFM 10x14 20x14 8k, 8x10j 12xlO----- 8x( OPORCH 1 0 0 KITCHEN PoRr,14 2 .EAT RQZ 012"0 EXEf,08E 100 - --------- -- f 8"00 001 --- RG 2 0 0 0 0330 CFMFEC /-8x6 UP TO R -2 ROOF JACK G1000 CFM20x12 CT / COVERW/ COVER XAHU-2CO, AHU-3 VD SET AT1 -4 EF 120 CFM COW. OWE E2 0 MFN ITl2 (�� J'8"l 8k 0 LF- 1 W/ TO _IIIIIIIj II II "4 VD 0 L-1 6x �-VD SET AT♦ .10 100 UP TO 6 ROOM 60 CFM 11 VD 2) CD-1 CD-1 ROOF JACK 011 AHU-2 CD-1 160 CFM -1" 1 80 CFM ■ AHU-3 C LF-3 100 CFM 0 0 80 Cw/ COVER 100 UP TO CD-3 ROOF JACK 00 ff TO AHU-1 M LO I 6110 'V 2 - - - - - - - - EF 5 --- - -T FOYER S Aj - T D-1 8"0 0 CD-3 2 4nO 4nO 70 CFM 6 7 -- - n r-I 1400 CU-3 10x10 lox I(A 771 FEC 6x6 \-6x10 CS D L J0 0 SD CD-1 C-ow 70 CFM CU-2 6"0 0 CD 0 C4 FEG CD-1 f AHUm- MANAGER 175 CF---------- ------ ---------- ------------------ CD-1 CU-1 RG-1 22xl4 L 148 Lelf---j 1120 CFM X F-T-T MAIL ROOM �-c 2" 4" PVC CONDUIT FOR RG-1 REFRIGERATION PIPING 525 CFM SET O.A. 100 CFM 2" (TYPICAL) CONDENSATE DRY WELL T Fr ELEC; T-f- CONDENSATE DRY WELL L-1 L=r FLOOR PLAN HVAC SCALE: 1 /8'j=1 -0)j �0\ t t 3 19 E F NOTES Il ROBES ASSOCIATES Consulting Engineers, Inc. 150 CIRCLE DRIVE MAITLAND, FL 32751 407.628.GW2 FAX: 407.628.7024 ®VMCE: \\E1\B0BESo'AIL.- BODESOMAGICNET.NET 2 1/MM WPM I bnW PMIT ftv. No Dcft mum mewy H IFUGLEBERG KoCH ARCHITECTS Orlando Mw TW"* Trod. "Aw ftrk m um (40 GM —NO Gil W" S'*ANj'k'11'iW WEFLAKE m AW APARrtMENTS� 6ANFORD, FL pasm4 3643-01 GLUBHOU5E FLOOR PLAN IM.01 HVAG 0 0 c 0 -0 cv 0 E 0 z 0 r 0 rn r� AIR HANDLING UNIT SCHEDULE FAN DATA DX. COOLING COIL DATA ELECTRIC HEATING COIL FILTER DATA E.F.F. UNIT NUMBER LOCATION Sw OUTSIDE AIR CFM MAX. MIN. TOTAL I J. WCG, EXT. ITgT]C N W G. OUTLET �, F.P.M. RPM BHP HP ENT. AIR F DB WB LVG, AIR F DB WB CAPAC. MBH SENS MAX. MBH TOT. F.P.I FACE p� No. R STATIC IN. W.G. AIR F LVG AIR F KW. VOLTS PHASE CYCLES CONTROLS TYPE CLEAN P.D. IN. W.G. SIZE EER. MANUFACTURER MODEL AHU-1 MECH. ROOM SEE DRAWINGS 150 2000 - - .60 1500 - - - - 1.0 76.0 64.2 56.5 55.9 55.4 1 57.4 12 17.22 3 1 - - 70 94 11.5 208/230 1 60 PROGRAMABLE T-STAT DISP. -- 16x25 10.7 LENNOX CB31MV-65 AHU-2 MECH. ROOM EXERCISE 120 1320 - - .60 1500 - - - - 3/4 76.3 65.6 56.5 56.0 30.5 42.2 12 5.0 3 1 - - 70 1 94 9.2 1 208/230 1 60 PROGRAMABLE T-STAT DISP. -- 16x25 9.1 LENNOX CB29M-51 AHU-3 MECH. ROOM RACQUETBALL 60 1000 - - .60 1500 -- - - - - 76.3 64.4 56.5 56.0 33.8 24.8 14 4.4 2 - - 70 94 7.4 208/230 1 60 PROGRAMABLE T-STAT DISP. - - 16x25 9.3 LENNOX CB29M-41 DIFFUSER SCHEDULE UNIT NUMBER SERVICE MOUNT NECK SIZE C.F.M. RANGE N.C. MAX pp' IN.W.G. PATTERN DAMPER FINISH SURFACE PANEL CONSTRUCTION MANUFACTURER/MODEL CD--1 SURFACE CLG 8"0 111-160 21 0.10 4-WAY NO WHITE 24x24 ALUMINUM TITUS PAS CD-2 SURFACE WALL - - 500 12 0.10 1-WAY OBD WHITE 2412 ALUMINUM TITUS 30 RL HEAVY DUTY CD-3 SURFACE CLG 6"0 251-325 26 0.10 4-WAY NO WHITE 12x12 ALUMINUM TITUS PAS HVAC SYMBOL LEGEND 2412 DUCT - FIRST DIM. IS SIDE SEEN OR HORIZ. S TEMPERATURE SENSOR DUCT ELBOW DOWN T THERMOSTAT DUCT ELBOW UP �S DUCT MOUNTED SMOKE DETECTOR SA DUCT SUPPLY AIR AC AIR CONDITIONER RA EA OA DUCT - RETURN EXHAUST OR OUTSIDE AIR AHU AIR HANDLING UNIT ELBOW W/TURNING VANES AFF ABOVE FINISHED FLOOR ---- TAKE -OFF W/EXTRACTOR BDD BACKDRAFT DAMPER rf DUCT UP TO UNIT ABOVE COND CONDENSATE FLEX. DUCT CONNECTOR CU CONDENSING UNIT =111 l s s s s FLEX. DUCT/FLEX, CONN. HVAC AIR TCONDIT ONI GTING & SUPPLY AIR TERMINAL ARROW INDICATE THROW OA OUTSIDE AIR -�0 RETURN OR EXHAUST AIR RA RETURN AIR AD AUTO DAMPER SA SUPPLY AIR BALL/BUTTERFLY VALVE SD SPUTTER DAMPER W/ WITH OFF RIDGE VENT -\ BY OTHER TRADES r SHINGLES SCREEN DUCT ATTACHED TO TRUSS RESTROOM EXHAUST DUCT ROOF EXHAUST DUCT TERMINATION NOT TO SCALE FAN SCHEDULE NUMBER CFM PERFORMANCE DATA SP RPM SONES BHP CONSTRUCTION FAN TYPE DATA CLASS ROT DISC MOTOR DATA HP ATl5 ELECTRICAL. YC VOLTS PHASE CYCLES' MANUFACTURER/MODEL EF-1 112 .25" - - 1030 4.9 - - CEILING MOUNTED - - - - - - 115 - - 115 1 60 LOREN COOK LITTLE GEM III EF-2 84 .25" - - 1070 4.2 - CEILING MOUNTED - - - - - - - - 60 - - 115 1 60 LOREN COOK LITTLE GEM II EF-1 84 .25" - - 10701 4.2 - - CEILING MOUNTED - - - - - - - - 60 - - 115 1 60 LOREN COOK LITTLE GEM II EF--2 168 25" - - 1365 3.5 - - CEILING MOUNTED - - - - - - - - 77 - - 115 1 60 LOREN COOK GC-320 EF-2 31 .25" - - 1375 2.2 - CEILING MOUNTED - - - - -L±24:0 9 - - 115 1 60 LOREN COOK LITTLE GEM 1 KH-1 160 .25" - - 1500 17.2 - - MOUNTED OVER RANGE - - - - - - - - 115 1 60 BROAN 403001 PROVIDE FOR EF-1 THRU EF-5: 1. 2. 3. SOLID STATE SPEED CONTROL. PROVIDE FOR KH-1: 1. ROOF JACK. ROOF JACK. INTERCONNECT TO LIGHT SWITCH. AIR GRILLE SCHEDULE UNIT NUMBER SERVICE MOUNT C.F.M. RAN SIZE „ L"X H N.C. FRAME MAX pD IN �W.�. DAMPER GRID CONSTRUCTION FINISH MANUFACTURER/MODEL RG-1 RET CLG 801 - 1200 2412 14 0,037 NO 1/2" ALUMINUM WHITE TITUS 355ZFL RG-2 RET CLG 801-2000 2424 14 0.037 1 NO 1/2" ALUMINUM WHITE TITUS 33RL HEAVY DUTY L-1 INTAKE CLG 10x8 -- 0.024 NO 1/2" ALUMINUM WHITE TITUS 355 ZFL PAINT FLAT BLACK INSIDE OF DUCTS BEHIND GRILLES PROVIDE DUCT COLLAR WITH ALL GRILLES nnninocrr nn�iro CONDENSATE DRY WELL DETAIL NOT TO SCALE FLEXIBLE WATER CONTROL CONDUIT TIGHT CONDUIT TO TYPICAL BOTH ENDS) CONDENSING UNIT �IN CONDUIT) HARD TUBING EXTERIOR INTERIOR SOFT TUBING 2"MIN SLAB OR GRADE SLAB 2"MIN (TYPICAL BOTH ENDS) *4 CONTROL WIRING . j 11�1 ,�� ,� ,/ •� ,/ / CONDUIT ...........- -- 45 DEGREE ELBOW/����� •�%��%/i% ; • ��_�i\�%\\//�% SLEEVE SEAL PVC CONDUIT (SCH 40 WITH ��/��`�� '' ' ' • 4' `���%� SOLVENT WELDED JOINTS) RUN UNDER SLAB. SEE PLAN FOR LOCATION. (SIZE OF CONDUIT SHALL PERMIT INSTALLATION OF PIPING WITH INSULATION AND CONTROL WIRING CONDUIT) PIPE CHASE SIZES SUCTION PIPE SIZE PVC REFRIGERANT PIPE CHASE SIZE 5/8" TO 1 5/8" 4" 1 7/8" TO 2 5/8" 6" 3 1 /8" TO 4 1 /8" 8" NOT TO SEAL WITH POLY FOAM (TYPICAL BOTH ENDS) REFRIG. LINES (TYPICAL BOTH ENDS) a Z �,\�- ,�i„ 90 DEGREE LONG RADIUS ELBOW NOTES: 1. SLEEVES FOR CONDUITS SHALL BE CAST INTO FOUNDATION WALL POUR COORDINATE SIZES REQUIRED AND LOCATIONS WITH CONTRACTORS OF OTHER DIVISIONS PRIOR TO INSTALLATION. 2. CONDUITS WHICH MUST PASS BELOW STRUCTURAL FOUNDATIONS SHALL HAVE MINIMUM 6" FINE GRAVEL AROUND PERIMETER 2'-0" TO EITHER SIDE OF STRUCTURE - FIRMLY TAMPED. 3. ALL BACKFILLING SHALL BE FIRMLY TAMPED, PRIOR TO LANDSCAPE WORK. EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH DIVISION 15 SPECIFICATIONS. 4. ALL EXPOSED PIPING (INTERIOR AND EXTERIOR) SHALL BE WRAPPED WITH AN ALUMINUM JACKET. DETAIL CONDENSING UNIT SCHEDULE UNIT NUMBER CAPACITY U/HR AT I• CT ARI & E E R LRA RLA ELECTRICAL MCA FUSE VOLTS PHASE CYCLE MANUFACTURER/MODEL CU-1 57,460 10.7 169.0 28.9 38.0 60 208/230 1 60 LENNOX 12ACB60 CU-2 42,203 9.1 92.0 17.5 23.0 40 208/230 1 60 LENNOX 10ACB42 CU-3 33,882 9.3 96.0 16.2 21.4 35 208/230 1 60 LENNOX 10ACB30 SUPPLY AIR DUCT WITH FLEXIBLE CONNECTOR ® TRANSITION AS REQUIRED LOCATE AIR HANDLING UNIT WITHIN SPACE TO ALLOW FOR FULL ACCESS TO BLOWER COILS MOUNT AIR HANDLING UNIT ON SUPPORT PLATFORM AIR HANDLING UNIT SUPPORT PLATFORM (SEE DETAIL) )UCT RETURN AIR TO R.A. OPENING JNDERNEATH UNIT SOMODE PADS "ONDESATE TRAP VERTICAL AIR HANDLING UNIT MOUNTING DETAIL NOT TO SCALE AIR COOLED CONDENSING UNIT - MAINTAIN MINIMUM S-O" CLEARANCE ON ALL SIDES f 4" CONCRETE PAD - MINIMUM 4" LARGER THAN CONDENSING UNIT ON ALL SIDES REFRIGERANT PIPING FROM AIR HANDLING ` UNIT -WRAP WITH 3/4" FOAM RUBBER INSULATION AND FINISH WITH ALUMINUM FOIL JACKETING AND SEAL WATERTIGHT. `- PVC CONDUIT UNDERGROUND TO AIR HANDLING UNIT- USE LONG SWEEP ELBOWS- SEAL OUTLET AIR TIGHT AND WATER TIGHT )NDENSING UNIT MOUNTING DETAIL TO SCALE HVAC GENERAL NOTES 1. PRIOR TO FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS IN FIELD. 2. REFER TO ARCHITECTURAL DRAWINGS FOR CLEARANCES WITHIN THE CEILING SPACE AND MECHANICAL ROOMS, LOCATIONS AND SIZES OF BEAMS AND CEILING AND SOFFIT HEIGHTS. 3. DUCTWORK AND EQUIPMENT LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH GENERAL, PLUMBING AND ELECTRICAL CONTRACTORS. REFER TO ARCHITECTURAL PLANS FOR BUILDING SECTIONS AND DETAILS. 4. CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURERS CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR ALL EQUIPMENT FURNISHED. 5. COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATION WITH LIGHTING AND ARCHITECTURAL CEILING PLANS. ALSO COORDINATE THE TYPE OF DIFFUSER FRAME WITH THE CEILING TYPE. 6. ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. 7. 'THE INSIDE OF ALL DUCTS VISIBLE THROUGH THE FACE OF THE DIFFUSERS, REGISTERS, AND GRILLES SHALL BE PAINTED FLAT BLACK. 8. ALL HVAC SYSTEMS SHALL BE BALANCED FOR AIR QUANTITIES SHOWN AGAINST THE ACTUAL INSTALLED STATIC PRESSURE OF THE SYSTEM. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR OUTLET AND INLET. 9. ALL SUPPLY AIR, RETURN AIR AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED STEEL SHEETS. FABRICATION AND INSTALLATION SHALL BE IN ACCORDANCE WITH SMACNA, LATEST EDITION. 10. FLEXIBLE DUCTWORK SHALL BE INSULATED VINYL TYPE WITH WIRE SPIRAL SUPPORT. FLEXIBLE DUCTWORK SHALL BE RUN IN MAXIMUM LENGTHS OF 5-0". FLEXIBLE DUCTWORK SHALL BE PROPERLY SUPPORTED WITH GALVANIZED STEEL STRAPS 2" WIDE AND SHALL BE RUN AS STRAIGHT AS POSSIBLE WITH NO KINKS OR BENDS TO RESTRICT AIRFLOW, 11, ALL FANS AND FAN COIL UNITS SHALL BE PROPERLY SUPPORTED AND ISOLATED TO PREVENT NOISE AND VIBRATION TRANSMISSION. ALL AIR HANDLING EQUIPMENT SHALL BE SUPPORTED OR SUSPENDED WITH SPRING ISOLATORS. ALL CONNECTIONS BETWEEN FANS AND DUCTWORK SHALL BE CANVAS FLEXIBLE CONNECTORS. 12. ALL EQUIPMENT SHALL BE LOCATED WITHIN CEILING SPACES WITH ADEQUATE CLEARANCES FOR REPAIR AND MAINTENANCE. ALL PIPING AND DUCTWORK SHALL BE INSTALLED TO PROVIDE ADEQUATE CLEARANCE FOR ACCESS TO ALL EQUIPMENT. 13, FURNISH AND INSTALL INSULATED PVC CONDENSATE DRAINS WITH TRAPS FOR ALL COOLING COILS. 14. PROVIDE ACCESS PANELS IN DRYWALL CEILINGS AS REQUIRED FOR ACCESS TO MECHANICAL EQUIPMENT. COORDINATE WITH GENERAL CONTRACTOR. 15. ALL DAMPERS AND EXTRACTORS SHALL HAVE LOCKING QUADRANTS AND SHALL BE ACCESSIBLE. 16. COORDINATE ALL CONTROL DEVICES WITH ELECTRICAL CONTRACTOR. 17. ALL ROOF MOUNTED EQUIPMENT AND FANS SHALL BE BOLTED DOWN TO THE ROOF CURB USING 1/4" STAINLESS STEEL BOLTS EVERY 12" INCHES. PROVIDE 1/4" THICK NEOPRENE GASKETS BETWEEN EQUIPMENT AND ROOF CURBS. 18, ALL DUCTWORK, EXCEPT EXHAUST SYSTEM, SHALL BE EXTERNALLY INSULATED WITH 2" THICK FIBERGLASS INSULATION UNLESS OTHERWISE NOTED. 19, SUPPLY AND RETURN AIR DUCTS AND PLENUM IN AIR HANDLING ROOMS SHALL BE INTERNALLY LINED WITH 1 1/2' PERMACOTE LINACOUSTIC R-300 LINER BY SCHULLER. EXTEND LINING TO A MINIMUM OF 20 FT. FROM AIR HANDLING UNITS. 20. ALL DUCT BRANCH TAKE OFFS FROM MAIN DUCT FOR INDIVIDUAL AIR OUTLETS, SHALL HAVE BALANCING DAMPERS. 21. ALL FIBROUS GLASS INSULATION JOINTS, SEAMS AND CONNECTIONS SHALL BE CONSTRUCTED WITH PRESSURE SENSITIVE TAPE, FAB, STAPLE AND THEN SEALED WITH MASTIC. HEAT AND PRESSURE SENSITIVE TAPE ARE NOT ACCEPTRABLE AS A FINAL CLOSURE. MYLAR REINFORCED FACTORY INSULATED (1" THICK) FLEXIBLE DUCT FOR SIZE AS NOTED ON PLANS. MAXIMUM LENGTH IS STRAP SUPPORT W-0" 13 /n- CAULK & SEAL AT BOTH DIFFUSER NECK AND FLEXIBLE DUCT CONNECTION. TIGHTEN WITH STRAP. PROVIDE 5 PIECE ROUND RIGID DUCT CONNECTION. SIZE TO MATCH DIFFUSER NECK. FIELD INSULATE THE DUCT CONNECTION INSULATE ELBOW AND TOP OF STRAP OR DIFFUSER WITH 2" THICK DRAW BAND FIBERGLASS BLANKET. PULL SLEEVE DUCT TIGHT---- , WITH C.D. NECK AND EXPOSED SCREWS TO MAKE AIR CEILING TEE TIGHT REGULAR CEILING PANEL DIFFUSER CONN C1ION DETAIL SUSPEND FROM STRUCTURE OR SLAB WITH 1/4" DTEEL ROD r FLEXIBLE CONNECTION TRANSITION BACKDRAFT DAMPER INSULATED HOUSING CEILING EXHAUST GRILLE (METAL) CEILING MOUNTED EXHAUST FAN_ DETAIL NOT TO SCALE NOTES i J BOBES ASSOCIATES Consulting Engineers, Inc. 150 CIRCLE DRIVE MAITLAND, FL 32751 VOICE: 407.628.0882 FAX: 407 628.7024 ® T.NET S E-MAIL-`BOB OGMAOICN A - -- - 2 VOW BIDING ,Q I -b/29/'38 P�i�`11T Rw. No Dabs less "dwy IN FUGLEBERG KOCH ARCHITEC'!5 Man& 2W Temple TmI Wk*w Park FL 32M - (40 029-OW WE5I kf-kKE aPARTMENT5 SANFORq, FL ACM a JlB � - ,r„ 6/19/98 1%4 CLuBHOu5E pETA1L5 NYAG IM,02 I 3 4 NOTES A 5 V c E t mm L 5' Imo° 51,0 �IYiI 51T�i1 5'-Ifs° _ _ �; WF to ,�•, � ,,,'�' �� •�' � �, �� �� 1�� �n f L f ( r< { SLOPE, ---�.� CONC 5LA5 ON GRADE WITHIN 10 HR5 R51N'P W/ &x&-WI.4xl.4 WWP. OF CONC. POUR, ! r l ON (o MIL VAPOR 5ARIER -I COMPACTED TREATIED cV Tr SUP3GRADE, I I REF. PIN. FL R. - 0'-V I 2.02 ( I { I/ 7 < 771 I 1 I I I t + r I ( I y { I l I x I L____.--------------- -------------------------------- � �I 03 i f ! { l r-- t L _ ''ff`` V YL___ �( L•_.. ..__--,_.J tr wF�—J �� WF3 C) wf=3 Q� L --—---.------� CV 51 - 10 11 5' -loll a° - D" Elf -loll Cl 11 I �. s�SCALE: '�t-- - PLAN_ s' SCALE: ROOF PLAN i z FOUNDATION,, FOUNDA TION SCHEDULE_ MARK SIZE DEPTH REINFORCEMENT F1 1'-B" SQUARE 1i --4„ 2 #5 ErW. BOTTOM F2 2'-0" SQUARE 1'-4" 3 #5 E.W, B0.70M WF2 1'---B" CONT. 1'---4" 2 #5 CONTINUOUS WF3 0'-8" COW. 0'-8" 1 #5 CONTINUOUS NOTE: EXTERIOR WALL SHEATHING SHALL BE 112" EXT. GRADE PLYWOOD. ATTACH _TO STUDS, TOP PLATE & B01TOM PLATE, IN/ 8d NAILS Q 6" O,C. Q EDGES & (9 12" O.C. @ INT, SUPPORTS, 0 L41 (-�A -1 G-1 n �0 s 31 U 0 n 0 U n n U V V Q, n D a� n Gi v w %U 2 K G HB AssoCIATFS, INC. II I STRUCTURAUCIVIL ENGINEERING 990 LEWIs DRIVE. (407) 740-5444 WINTER PARK, FLORIDA 62789 FAA (407) 740-7900 z i> w :.t ca r F -�_- n Z, 2 1/9/98 BIDDING a I l /2919a PERMIT _ Rev. No Uata � lssua History F UGLEBERG KoCH ARCHITECTS Orlando 2555 Temple Trait, Winter Park, FI. 32789 (407) 629-0595 WE5TLAfDA- RTMENT5 5ANFQRD, FL 6RT Avr- HI3 JUNE 1998 98-II05 POOL CABANA FOUNDATION PLAN cf 2�5-7 2,01 �,�r�(IN�� ���1N I No TES KEY NOTE$: 01 M (44 4" LOWER GUTTE 4" UPPER GUTTE 4" LOWER GUTTI u E F F 2 SCALE: I/4' : I'-0 DOOR SCHEDUL SYMBOL DOOR FRAME PRQWR RATINGREMARKS ED TYPE WIDTH HEIGH THICK MAT'L MAT'L HEAD JAMB HRESH GROUP 01 A 3-'0' 1'-0' 13/4' WOOD WDOQ 83 03 F3 1 - W1 SIDELITE 4 ARCH TRAN50M 02 B 3-10' 11-0' 1 3/4' WOOD WOOD 133 P3 F3 I - W/ 51DELITE Cx O3 C 3'-0' 6'-8' 1 3/4` H111, WOOD B3 D3 FS 3 - UNDERCUT DOOR 1" 04 D 2-Y-0` 6'-8' 1-3/4' RM, WOOD B3 D3 F3 2 - PULL LOUVER 05 C 3'-@' 6'-8' 1 3/4' N.M. WOOD �3 C�3 F3 3 - UNDERCUT DOOR 1" ABBREVIATIONS NOTES N.M. - HOLLOW METAL 1, ALL DOOR AND DOOR FRAME FINISHES TO BE DETERMINED BY OWNER 2. ALL HARDWARE GROUPS TO BE DETERMINED BY OWNERS REPRESENTATIVE - WITH EXCEPTION OF MINIMUM HARDWARE REQUIREMENTS MANDATED BY CODE AND AS STATED - ALL LATCH AND LOCK MECHANISMS TD BE MORTISED. PAIRS OF DOOR SHALL HAVE LATCH BOLTS, PROVIDE LEVERS. H DOOR SCHEDULE 7WER GUTTER 'PER GUTTER OWEER GUTTER � X PLAN NORTH GROUP 1 AUTOMATIC CLOSER ENTRANCE FUNCTION METAL THRESHOLD WEATHER 5EAL DOOR SURROUND GROUP 2 STORAGE: FUNCTION GROUP 3 PU5HJPULL CYLINDER 4 THUMBTURN METAL THRESHOLD WEATHER SEAL 000f� SURROUND HARDWARE GfROUP5 4 S 5'_�' �'•a' W-4' 45 45 i/ :n 1 01 { _-- -- - A ( ! TYP. r -1 I c I ■ I { 1 1 03 I k 1 i e L k i BULKHEAD TYP. -1 I, Wa ...I., ti Ids+« �� �...11l� i �5 I in GREAT RM. I I 02 03 H3 ,alm MINNOW a l TELEPHONE �_ _ � SLOPE TYP, 2-3.� I 1 12 I I p I I I , NOTE - RE: SHEET 2A3.01 FOR 13 I TOILET ROOM ACE550RIE5 MEN �� ' WO '1E �, I 12�-1 I f � .�f� ` 1@ I r t� I { I r � NS NS r rstwrwst rrr.ar� rrsaurr r �I saarwrr • r ,. I �) r r w wwera+w 3'♦ 1 TYP1, ; 5, X t MI �+---_--- ---- -__--- I LEVEL' R� ACEA6 D I I DOORS TYP, _NN(141 - FEC 16 -Q I MAINTENANCE 1 I { - VEND INI l5TUCC ' WRAPPED AROUND owli 5TRUCT RAL COLUMN - TYP. m ---F_ - + TYP r f _ -1- 1 k IIN I0'-21 1 1 I _ > - ------ - - ---- ^I I _ cl 04 i I — __ �_ I I _ _ - - _ - -P — t41 IL - - - �3 _T PLAN NORTH A6 A5m 1, " CLEAR FLOORAN :COAT GLASS r� SCALE: il4' = I'-0 CLEAN------ �IP. GLASS - P. L4-j WD. FRAME >r "' a r�- e SINGLE HUNG - ALUM. SINGLE HUNG - ALUM. FIXED - ALUM. A B c WINDOW TNI FE& GLA55: 3/16`S CLEAR, FLOAT `---�/ FINISH: FACTORY PAINTED RE: WINDOW DETAILS ON A1.01 a p Al BI C1 u IE IF 01, FLOOR DRAINS (RE; PLUMBING). { 02. PROVIDE EXHAUST FANS THAT HAVE A MINUMUM CAPACITY OF 2 CFM PER SOFT. OF RE$TROOM A AREA (RE: MECHANICAL), 03. TYPICAL COLUMN FOOTING - THICKENED 5LA5 EDGE TO 2'-0' X 2'-O' X 1`-0' PEEP, REINFORCED W/ 3-*4'S 4 EACH WAY. EXTEND O�'5 IN FLOOR SLAB BY IS-@31 all INTO THICKENED SLAB EDGE (RE: 5TRUCT.). 04, INTERIOR CONCRETE FLOOR SLABS SHALL HAVE 4 STEEL TROWEL FlNI5HEDr EXCEPT RE5TROOM5. O5, EXTERIOR CONCRETE PORCH SURFACES TO HAVE A LIGHT BROOM FINISH W/ TEXTURE PERK TO 13UILDIW-1 06. FULL -DOWN ATTIC ACCESS HATCH m 22' X 34', a O1. Hl-LOW BARRIER -FREE E. W. C. (RE: PLUMBING) L 08. MOUNT ELECTRICAL SWITCHES fi) 42 - 48" A.F.F. 09, PROVIDE A I -HOUR FIRE -RATED WALL ASSEMBLY, v GYPSUM ASSOC. NO, WP 3605 CONSISTING OF: a I - LAYER 5/a" GYPSUM WALBOARD (MAINT. 51DE) 4 1 - LAYER WATER RESISTANT BACKER BOARD (TOILET 51DE) APPLIED PARALLEL WITH OR AT RIGHTo ANGLES TO 2 X STUD W/ 6d COATED NAILS, 1 /g L., 0.0915" SHANK, 1/4" HEADS, 1" 0. C, STAGGER JOINTS EACH SIDE. ° 10, PROVIDE A MIN, OF 30" X 48" CLEAR FLOOR $PACE v) (AS INDICATED) CENTERED ON 5iNK, o 11, PROVIDE SOLID BLOCKING FOR GRAB BARS WHICH ARE TO BE MOUNTED 33"-36" AFF. 12, PROVIDE A PUBLIC TELEPHONE WI A COIN SLOT MOUNTED LOWER ON THE EQUIPMENT TO ALLOW UNIVERSAL INSTALLATION AT A HEIGHT OF 48 it OR LE55 TO ALL OPERABLE PARTS FOR ACCE5515IL ITY, 13, UNDER COUNTER REFRIDGERATOR 4 14. 5EMI-RECE55ED FIRE EXTINGU15PER CABINET (FEC) - . MOUNT Q 48" TO CENTERLINE OF [DOOR PULL. e G 15, TYPICAL WOOD STUD WALL - 2 X 4 v 16" 0. C. (U. 0. N, A$ t1/2" (2 X 6 0 16" 0. C.) FOR PLUMBING WALLS), numom DENOTES R = 11 BATT INSULATION. a 16, MOP/BROOM HOLDER. 1 11, 60" � WHEELCHAIR TURNING SPACE, GENERAL NOTES: 1. ROOM FINI5HE8: C CEILING - PAINTED GYPSUM BOARD WALL6 - PAINTED GYPSUM BOARD (TYP) TOILETS - CERAMIC TILE FLOORS - GREAT ROOM - CARPET TOILETS - GERAMMIC TILE MAINTENANCE - SEALED CONC. 2, AREA SUMMARY: AREA UNDER ROOF - 1,505 G, S. F. AREA UNDER A/C - 286 N. 5. F. 3, DIMEN51ON5 ARE GIVEN FROM FACE OF STUD 4 CENTERLINE OF OPENINGS U. 0. N. E Q ._._,. .-.... 2 �gIDDING— 0 1 6/29/98 PERMIT Rev. No Date Issue History FUGLEBERG KGCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Pork, fl. 32789 (407) 629-0595 ■m LAj L lllESiLAKE APARTMENTS 9ANPORD, FL m MKS a MWC -- Mu` JUNE 1998 3643.01 POOL CABANA FLR, 4 ROOF PANS 2A2.01 DR. 4 WIN. 6GIHEP, one: GA5202DUK, nmr.+yE 12"=P-O' uaTnrn: 3 A B G TOII�T i�00M A�CC�550i�1�� SC��%��� C� GZUANT NUMBER EQUIti�f'`IENT MOUNT EXIST ME1U a1�E GOND1TfON f�MARKS WIpTN DEPTH HEIGHT Z Iq GRAB gqR WL NEW 41 rr I r� li2 D{AM �� 33 TO TOP OPGI I, rr HEIGHT SHALL NOT VARY BY MORE THAN 2 2 lB GR,4B BAR WL NEW 36" !'i " DIAM . 33" TO TOP OPGi HEIGHT SNAIL NOT VARY BY MARE THAN I,z" @ 2A NOT USED TP NEW OPCI Z 2B TOILET TISSUE DISPENSER - SURFACE WI NEW OPCI MULTI -ROIL @ 3A NOT USED -� TP NEW QPGI 1 3B SANITARY NAPKIN D15POSAI - aUI�ACE UJL NEW OPCI _ 3 4 PAPER TOWEL DISPENSER WL NEW OPGI ! 5A MIRROR WL NEW 48" - 36" OPGI � 5� MIRROR - ACCE551BLE ADJUSTABLE TILT WL NEW IS" OPCI 3 6 90AP.DISPENSER WL NEW OPCI 2 7 _ FOLD -DOWN BABY CHANGING STATION WL NEW 32 I/ I 3/ t 4 z /19 � 1/ 16 z OPCI - CLOvED/OPEN PO5fT10N DIAPER DECK BY AICP Z S .� GOAT NOOK TP/WL NEW _ OPCI 9 SANITARY NAPKIN VENDOR - SU�ACE WL. NEW OPCI 1 �1 V r1T � �..� GENERAL NOTES: @6. ATTIC ACCESS HATCH � 22° X 34. @9. PROVIDE A 1-HOUR FIRE -RATED WALL A59EMPLY. + Q 2 719198 BIDDLNG- 1 6/29/9$ PERMIT Rev. No — Dote µ. Issue iiiatory a'-d' 5'-6` 6'- -- ` __. . 1 I I I I f A ° I� OYERE POR'Cm I I all � f I - \ �; 'aTUGGp' CEILING � I I - PAIN (TYP) ........... ........ ...._.............................:...: ,,� �;}r(44 1 BULKHEAD BULKHEAD Zm GYPSUM BOARD CEILING - PAINTED! CROU,N MOLD 1.� ��T - YE"NTED t11~TAL (1�: C8 / 2A6,01) PERIMETER SOFFIT 4' -0- 41-10t _A t/ 8 \\ // i irrr -I `�• ` 5CN DULE A55REVATION5 ` f ..... -- �E OW 'i I i ' ' i ' i iCEIL1NG CPCI CONTRACTOR PROVIDED CONTRACTOR INSTALL E N; ! I r' 2B 2B � 1 I 1 1 � I OPOI = OMER PROVIDED OWNER IN5TALLED �� f OPGR = O�LNER PROVIDED CONTRACTOR ROUGH -IN '� � �B I 1'� i� , 5 -� � •m STUGco CEILINCa VPVI = VENDOR PROVIDED VENDOR INSTALL. -PAINTED (TYP1fnk �` ``' �.... .. -T; % \ n � � ice^ i 1>B � lE?, i � �) 3 � i � .._ 1 •- -- 55 - 5TAINLE55 STEEL G �_-____-j -- --- - ` 1 E PORCH GYP�JMtSOARD WOMEN 51DE POD FL� FLOOR MOUNTED � � �~�• ���• ���•� •� '�*� - � CEILING • PAiNTEp $` Npll EILING HGr, CL - CEILING MOUNTED 8' NOM, GEILiNG HGT. 3'-2` 5'-6 1/2' 3'40 IR' 3` 8 NOM, CElut IIGT. 2' 6'4" 4' d' P 1a�4" I' 6�4" 4'-d' 1`-Z,,a` WI WAIL MOUNTED FROM FROM - - EQ -- EQUIPMENT MOUNTED STUD STUD STUD 1"� N a � GYPWI BOARD ` CT -- COUNTER TOP TO I `�" j� r* C�/'t ? ( C � � �^ G 1L►r - PA1rtT�>� tl E �, � r``�4�.r l.✓ i � e' ricx�. G1"1LIr� wGr. TP = TOILET PARTITION erg' = 1'-O` _ GONTROL JOINT, � TYP. TOILET COMPARTMENT 5PECIFICATION FINISi� DESIGNER SERIES 1040 BY BOBRICK, OR EQUAL, ; FAGS SOLID PHENOLIC PANELS, STALL CONSTRUCTION. ib p STiIGGO' CEILING K D ; `-r?)' 2`-9' 3'-Il` 3' D' FLOOR AND CEILING ANCHORED, • PAINTE (TYP) _7 _ TOP _7 ��? MAx COMMERCIAL S.S. HARDWARE. 0 0 0 ��N 1N� W.C. Ck ROLL WC f ; PHENOLIC COLOR BY OWNER MA�INTENAINCE � BACK WALL 91DE WALL TOILET' TISSUE SANITARY NAPKIN HANDICAPPED GRAB BAR GRAB BAR DISPENSER DISPOSAL TOILET TI�F,lIE a' NOM. CEILihD, HGT. C�Yp6UM >1QAI� DIbPENS1:R CEILING - PAINTED � �OPERAT�iG DEV a _ _ '$TXCO' CEILING / GF KNIT C21ht _ - - PAINTED (TYP.1 _ - 04 INK:.....:..........:...........................................:............:.:................... :. .:. . 5 - - -............................::.::......................:............ ........................... . FLOOR L r' a•::;:;c;:;:;;::c;::::::.::;•:;;::;:;;:;;:;:;;:;:;::;;:;;e•:;t- f I 1 DIAPER CHANG�JG NGFD SOAP PAPER TOWEL SANITARY HOOK STATION MIRROR DISPENSER DISPENSER NAPKIN 6' 0' S'-6' 8` d' M� 5` b' 6'-0` YDIPOR tt ACCE550 �IE5 MOUNTING HEIGHTS/ LEVATION6 PLAN NORTH 1 1/4" = 1'-ols L.L TILF - TY . CERAMIC WA p, CERAMIC WALL �� i �L CTE C ILINCH PLAN F CEra.AMIC WALL TILE - TYP. SCALE• 1/4' - 1'-@ � � - w F MIRROR I Lf ~ PAPER PAPER TgWEL �/ TOUFEL G BA 5OA 50A DISP. AP GRAB BAR $1NK - 51 DIAPER CHAAY�fNCi TOILET STATION TISSUE W.C. TOILET URINALC p15F'. PART. AM SOU 1 H WEST Ei1T N�+..�Ri H FUGLEBERG KoCH ARCHITECTS 1 M4E °�' 51" �01 - INTERIOR ELEVA 'IONS G I /4" '-O`� G Orlando 2555 Temple Trail. Minter Pork, Fl. 32789 (407) 629-0595 RAMIC WALL- CERAMIC WALL j-_-_r_7 WALL TIL ALL TILE • TY . �`' '�� < •�� { 1 I I 4 PAPER TOUFEI_ n � SOAP - DiBP. . �. — �� ��� �� ������'��,� GRAB BAR CD GRAB BAR ° : \ �•• I ,F INK $AN. SANITARY DIAPER CHANGING III` a, MK5 NAP. NAPKIN STA1lUN �` . �1 5 l L AK c, MWK WIG. WG. TOILET DI3P 5. YEt�?OR "' ,�PTMNTS�_Mu pisP. ��NF'�I� F� JUNE 1998 FILLER H , 3643-01 SOUTH EAST WEST NORTH �INK�ASE _____ _ POOL CAE3A�NA� FEMALE �5TROOM - INTERIOR LEVAHIrTION5 �AtiTROOM _ CABINET ELEVATION �EF. CE IL fNG PLAN 2A3.01 1l4 -�4 �� TOILET AkCCE55. I 2 3 4 5 6 -1 9 10 FILE, CAB30I.DWG FLOTKentS 12°-1'-0' LA4TP.rn: Lu r� �L�T1�A� SYMBOLS LEGEND :� il4> vOLT DUPLEX CUTLET e 18" AFF. (U.0�11 dare. 1 DEiECral4 � � Gi�OI.(Np FAULT INTEfd1PTER � EXHA!lhT FAN llt6AAiI;FzpROOF GF.I.Ol1TL>=T � EXHAll51 FAN W/ LK�IT -f=} l� VOLT 61NGI.E OUTLET � SWTIGN +� 42" AFF. LID vaLr p1ADW1PLEx OUTLET � 3 -WAY 5+iuurcH o d2" AFF. � Il0 VOLT DUPLEX CUTLET - �'I.IT UHR>nD p�ER Si41TCH � 42" AFF. � 110 vaLr oURI"X OUTLET - FLOOR MYTp. CEILING LKsHT FIX1tIF� ._.....�....__ O 1� voLr Ji.NcT1r�N Box � G�►uNG LK�-(T FIXTURE - P�DANr r1aNT � ?20 vOLT OUTLET I-� i�ALL MOIJNTF.D LIGHT FIXTURE e 12" — � TELEPI-KJNE JACK � FLt�SG�tT LKiHT FIXiIW� � T'rl.�Y1910N JACK � •—� � TIdEATER LKa�ti Ff)CiWFtE �) 1FI>RMaSTAT GEILIt�x FAN .�^. ELECTRICAL PANEL G?^ILINa FAN WI LIGHT FIXiI� {� ELECTRICAL MkTER TRACK LIGHT FIXTURE � AIR GCNDI1101�R DIvGON�Gr UNDER CA61NE1'iSNELF LIGHT FIXTURE CI PUSH BUTTGN (y7 MOTOR DODO BELL ------- L ..� . GIROJl1 _.- a'-d' 5'-6` 6'- -- ` __. . 1 I I I I f A ° I� OYERE POR'Cm I I all � f I - \ �; 'aTUGGp' CEILING � I I - PAIN (TYP) ........... ........ ...._.............................:...: ,,� �;}r(44 1 BULKHEAD BULKHEAD Zm GYPSUM BOARD CEILING - PAINTED! CROU,N MOLD 1.� ��T - YE"NTED t11~TAL (1�: C8 / 2A6,01) PERIMETER SOFFIT 4' -0- 41-10t _A t/ 8 \\ // i irrr -I `�• ` 5CN DULE A55REVATION5 ` f ..... -- �E OW 'i I i ' ' i ' i iCEIL1NG CPCI CONTRACTOR PROVIDED CONTRACTOR INSTALL E N; ! I r' 2B 2B � 1 I 1 1 � I OPOI = OMER PROVIDED OWNER IN5TALLED �� f OPGR = O�LNER PROVIDED CONTRACTOR ROUGH -IN '� � �B I 1'� i� , 5 -� � •m STUGco CEILINCa VPVI = VENDOR PROVIDED VENDOR INSTALL. -PAINTED (TYP1fnk �` ``' �.... .. -T; % \ n � � ice^ i 1>B � lE?, i � �) 3 � i � .._ 1 •- -- 55 - 5TAINLE55 STEEL G �_-____-j -- --- - ` 1 E PORCH GYP�JMtSOARD WOMEN 51DE POD FL� FLOOR MOUNTED � � �~�• ���• ���•� •� '�*� - � CEILING • PAiNTEp $` Npll EILING HGr, CL - CEILING MOUNTED 8' NOM, GEILiNG HGT. 3'-2` 5'-6 1/2' 3'40 IR' 3` 8 NOM, CElut IIGT. 2' 6'4" 4' d' P 1a�4" I' 6�4" 4'-d' 1`-Z,,a` WI WAIL MOUNTED FROM FROM - - EQ -- EQUIPMENT MOUNTED STUD STUD STUD 1"� N a � GYPWI BOARD ` CT -- COUNTER TOP TO I `�" j� r* C�/'t ? ( C � � �^ G 1L►r - PA1rtT�>� tl E �, � r``�4�.r l.✓ i � e' ricx�. G1"1LIr� wGr. TP = TOILET PARTITION erg' = 1'-O` _ GONTROL JOINT, � TYP. TOILET COMPARTMENT 5PECIFICATION FINISi� DESIGNER SERIES 1040 BY BOBRICK, OR EQUAL, ; FAGS SOLID PHENOLIC PANELS, STALL CONSTRUCTION. ib p STiIGGO' CEILING K D ; `-r?)' 2`-9' 3'-Il` 3' D' FLOOR AND CEILING ANCHORED, • PAINTE (TYP) _7 _ TOP _7 ��? MAx COMMERCIAL S.S. HARDWARE. 0 0 0 ��N 1N� W.C. Ck ROLL WC f ; PHENOLIC COLOR BY OWNER MA�INTENAINCE � BACK WALL 91DE WALL TOILET' TISSUE SANITARY NAPKIN HANDICAPPED GRAB BAR GRAB BAR DISPENSER DISPOSAL TOILET TI�F,lIE a' NOM. CEILihD, HGT. C�Yp6UM >1QAI� DIbPENS1:R CEILING - PAINTED � �OPERAT�iG DEV a _ _ '$TXCO' CEILING / GF KNIT C21ht _ - - PAINTED (TYP.1 _ - 04 INK:.....:..........:...........................................:............:.:................... :. .:. . 5 - - -............................::.::......................:............ ........................... . FLOOR L r' a•::;:;c;:;:;;::c;::::::.::;•:;;::;:;;:;;:;:;;:;:;::;;:;;e•:;t- f I 1 DIAPER CHANG�JG NGFD SOAP PAPER TOWEL SANITARY HOOK STATION MIRROR DISPENSER DISPENSER NAPKIN 6' 0' S'-6' 8` d' M� 5` b' 6'-0` YDIPOR tt ACCE550 �IE5 MOUNTING HEIGHTS/ LEVATION6 PLAN NORTH 1 1/4" = 1'-ols L.L TILF - TY . CERAMIC WA p, CERAMIC WALL �� i �L CTE C ILINCH PLAN F CEra.AMIC WALL TILE - TYP. SCALE• 1/4' - 1'-@ � � - w F MIRROR I Lf ~ PAPER PAPER TgWEL �/ TOUFEL G BA 5OA 50A DISP. AP GRAB BAR $1NK - 51 DIAPER CHAAY�fNCi TOILET STATION TISSUE W.C. TOILET URINALC p15F'. PART. AM SOU 1 H WEST Ei1T N�+..�Ri H FUGLEBERG KoCH ARCHITECTS 1 M4E °�' 51" �01 - INTERIOR ELEVA 'IONS G I /4" '-O`� G Orlando 2555 Temple Trail. Minter Pork, Fl. 32789 (407) 629-0595 RAMIC WALL- CERAMIC WALL j-_-_r_7 WALL TIL ALL TILE • TY . �`' '�� < •�� { 1 I I 4 PAPER TOUFEI_ n � SOAP - DiBP. . �. — �� ��� �� ������'��,� GRAB BAR CD GRAB BAR ° : \ �•• I ,F INK $AN. SANITARY DIAPER CHANGING III` a, MK5 NAP. NAPKIN STA1lUN �` . �1 5 l L AK c, MWK WIG. WG. TOILET DI3P 5. YEt�?OR "' ,�PTMNTS�_Mu pisP. ��NF'�I� F� JUNE 1998 FILLER H , 3643-01 SOUTH EAST WEST NORTH �INK�ASE _____ _ POOL CAE3A�NA� FEMALE �5TROOM - INTERIOR LEVAHIrTION5 �AtiTROOM _ CABINET ELEVATION �EF. CE IL fNG PLAN 2A3.01 1l4 -�4 �� TOILET AkCCE55. I 2 3 4 5 6 -1 9 10 FILE, CAB30I.DWG FLOTKentS 12°-1'-0' LA4TP.rn: Lu r� �L�T1�A� SYMBOLS LEGEND :� il4> vOLT DUPLEX CUTLET e 18" AFF. (U.0�11 dare. 1 DEiECral4 � � Gi�OI.(Np FAULT INTEfd1PTER � EXHA!lhT FAN llt6AAiI;FzpROOF GF.I.Ol1TL>=T � EXHAll51 FAN W/ LK�IT -f=} l� VOLT 61NGI.E OUTLET � SWTIGN +� 42" AFF. LID vaLr p1ADW1PLEx OUTLET � 3 -WAY 5+iuurcH o d2" AFF. � Il0 VOLT DUPLEX CUTLET - �'I.IT UHR>nD p�ER Si41TCH � 42" AFF. � 110 vaLr oURI"X OUTLET - FLOOR MYTp. CEILING LKsHT FIX1tIF� ._.....�....__ O 1� voLr Ji.NcT1r�N Box � G�►uNG LK�-(T FIXTURE - P�DANr r1aNT � ?20 vOLT OUTLET I-� i�ALL MOIJNTF.D LIGHT FIXTURE e 12" — � TELEPI-KJNE JACK � FLt�SG�tT LKiHT FIXiIW� � T'rl.�Y1910N JACK � •—� � TIdEATER LKa�ti Ff)CiWFtE �) 1FI>RMaSTAT GEILIt�x FAN .�^. ELECTRICAL PANEL G?^ILINa FAN WI LIGHT FIXiI� {� ELECTRICAL MkTER TRACK LIGHT FIXTURE � AIR GCNDI1101�R DIvGON�Gr UNDER CA61NE1'iSNELF LIGHT FIXTURE CI PUSH BUTTGN (y7 MOTOR DODO BELL ------- L ..� . GIROJl1 _.- �L�T1�A� SYMBOLS LEGEND :� il4> vOLT DUPLEX CUTLET e 18" AFF. (U.0�11 dare. 1 DEiECral4 � � Gi�OI.(Np FAULT INTEfd1PTER � EXHA!lhT FAN llt6AAiI;FzpROOF GF.I.Ol1TL>=T � EXHAll51 FAN W/ LK�IT -f=} l� VOLT 61NGI.E OUTLET � SWTIGN +� 42" AFF. LID vaLr p1ADW1PLEx OUTLET � 3 -WAY 5+iuurcH o d2" AFF. � Il0 VOLT DUPLEX CUTLET - �'I.IT UHR>nD p�ER Si41TCH � 42" AFF. � 110 vaLr oURI"X OUTLET - FLOOR MYTp. CEILING LKsHT FIX1tIF� ._.....�....__ O 1� voLr Ji.NcT1r�N Box � G�►uNG LK�-(T FIXTURE - P�DANr r1aNT � ?20 vOLT OUTLET I-� i�ALL MOIJNTF.D LIGHT FIXTURE e 12" — � TELEPI-KJNE JACK � FLt�SG�tT LKiHT FIXiIW� � T'rl.�Y1910N JACK � •—� � TIdEATER LKa�ti Ff)CiWFtE �) 1FI>RMaSTAT GEILIt�x FAN .�^. ELECTRICAL PANEL G?^ILINa FAN WI LIGHT FIXiI� {� ELECTRICAL MkTER TRACK LIGHT FIXTURE � AIR GCNDI1101�R DIvGON�Gr UNDER CA61NE1'iSNELF LIGHT FIXTURE CI PUSH BUTTGN (y7 MOTOR DODO BELL ------- L ..� . GIROJl1 _.- A 5 c D .y E F C. 4 51DE PORCH M dj ENGINEERED TRli55E5 ■ TR.155 E 6s Q:. OLOJk ) f, V ICsN7 51PE. ELEVATION _ ;�._-, III �I ��; � ■ ■ .. ��1111rr err �� I � � • �', ��� rrrrrrr� rj■ r 0 IMF ® - wUD c�, - — WDOOR CA81NG Ti�1;55 ROI�N --- OOD MOLDING IRE: T"f!A"N5\/ER5E 5XI)ING 5ECTION sca,E.-oa r MID -POINT WALL BLO SIDE F'ORCN z LEFT 611).E ELEVATION Dl s A,E, era : 14 -- -- 3EARING SEARING LINE F� REARELVEATIONa 4 X 4 TILE - - ACCENT"5 - 77P, GEMERT ppRGN PLASTER CHIC ) - TYR i'ORG{ I REVEAL JOINT CONTROL L._ JOINT M v Hi �FfRoNT E_L YATION 5CALE. 1/4' -- V-0 1 sii�z mom mm Al u E1 F U H NOTES U 2 1/9/98 BIDDING I o/19/9$ PERMIT Rev. No Data IBaua Histary FUGLEBERG KOC.H ARCHITECTS Orlando 2555 Tompid Trot, Winter Park, Pl. 32789 (407) 629-0595 j UJESTLAKE � M� -- APARTMENTS M'K-- SANFQRD, FL 04b JUNE 1995 n,} 3643-01 POOL CAE3AN,4 EXT. ELEVATIONS 4 2A50 BUILDING 5ECTION x 2 4 5 i I ICI FILE� GA[3501 FLOC eGe E, I L" = I ' J' LAOT PLOT: AI � 1 DI EI FI GI H STANDING SEAM METAL ROOFING ON 15' ASPHALT IMPREGNATED FELT OVER ROOF 5HEATHING (EXP. I) 5IMP5ON HURRICANE TIE 0 EACH TRUSS (RE! STRUCT.) CONT, METAL EDGE FLASHING — OVER I X 2 P. T. IUD. GUTTER (WHERE NOTED) V-0" TRU55 BEARING - 11.5" TOP OF COLUMN 1'-0" HEAD HEIGHT _;117 2 X 6 CEDAR FACIA OVER 2 X 4 P. T. WD. HEADER CONTINUOUS VENTED METAL SOFFIT 3/4" 'STUCCO' (PAINTED) ON - METAL LATH OVER BUILDING WRAP OVER EXT. SHEATHING ON 2 X WD. FRAMING Q 16" 0, C. 2'-0" SILL HEIGHT 0'-01 1 FLOOR LINE REF. EL. GRADE (VARIES) no a it 1/2 ENGINEERED WOOD TRU55E5 Q 24" 0, C, 3/4" 'STUCCO' (PAINTEDi ON METAL LATH OVER BUILDING WRAP OVER EXT, SHEATHING Ovf, � X I WttN OLULNlYd AT TO PLATE WI 16d AIL S"O,C. I9 BATT INSU T10 '/2" GYP. BD. CLG. ATTACHED TO BOTTOM CHORD OF TRU55 W/ 5d COOLER NAILS o 1" O,C, 1/8" TYPE 'X GYPSUM BOARD ON 2 X 4 WOOD STUDS 19 16" 0. C, 2 X 4 WOOD PLATE ON HEADER (RE: 5TRUCT, - HEADER 5CHED.) GYPSUM BOARD RETURN 0 HEAD d JAMB STANDING SEAM METAL ROOFING ON 15 0 ASPHALT IMPREGNATED FELT OVER ROOF SHEATHING (EXP.1) 51MPSON HURRICANE TIE e EACH TRUSS -- (RE: 5TRUCT.) CONT, METAL EDGE FLASHI OVER I X 2 P, T. WD, 101_4" TRU55 BEARING HEIGHT 2 X 6 GEDAR FACIA OVER 2 X 4 HEADER 9'-3" ARCH CONTINUOUS VENTED METAL SOFFIT DRIP CUT INTO 'STUCCO' 1'-5" TOP OF COLUMN 1'-O't DOOR HEIGHT 3/4" 'STUCCO' (PAINTED) ON - METAL LATH OVER BUILDING WRAP OVER EXT. 5HEATHIN65 ON 2 X WD, FRAMING 0 16" 0. C. 3/4" 'STUCCO' (PANTED) ON WINDOW W/ SCREEN (RE: WINDOW SCHED. 2A2.01) METAL LATH OVER BUILDING WRAP OVER 2-LAYERS OF 1/2" EXT. SHEATHING WRAPPED AROUND 4 X 4 WOOD COLUMN BLOCKING UNDER SILL 3/4" X 31/2" MARBLE SILL -TYP. (RE: STRUCTURAL) B P. T. WOOD L NEW R = II BATT INSULATION lU/ 2 X 4 P.T. SILL PLATE W1 1i2" 0 (6 x VAPOR BARRIER TO THE WARM SIDE _X 2 ) ANCHOR BOLTS Q 2_0" O.C. SCHEDULED WALL d FLOOR FINISH 51MP60N 5P6 STUD PLATE I`•6" COL. BASE HEIGHT CONNECTOR v EACH STUD 4" REINFORCED CONC. SLAB aN----- .-- .-- ,---- PLA5TER WEEP 5CREED VAPOR RETARDER OVER GLEAN, I WELL COMPACTED P015ONED FILL 4" REINFORCED CONC. SLAB SCHEDULED BASE (SLOPES I" AWAY FROM BLDG.) 0,-Ot1 FLOOR LINE a y - r �--- . - .-- - - - - • " REF. EL. _ GRADE (VARIES) 4. 11 -1 11--E1 I I- --1 I m I I S I I=1 1 1= I El 11_1151 I E I 1 =1 T 1 111= 111�1 I G I I--{ I iw - i (! I I 1 ! { ! I I I=f I ( I! 1 111E1 11EE ! i-1 1 COLUMN PAD I II lil i t 11i1 11ilr l I Bil l l I I I 1 I I Vf 11 11111111iI � l 11i11111k111 l lil l l TURNED DOW TURNED DOUN SLAB EDGE FTG. BLAB EDGE W/ 2 - 15 CONT, (RE: STRUCT) CH 3) 6 CTION GREA-T RM, 4 5VE -PORCH SCALE: 3/4' : I'-0 ti r. i" 11/2" COVE MOLDING D-SACK I X 6 SAND MOLDING CROIUN MOLD PS"'ILE-2 VAIL SCALE: 3' = I'-0 r^�lriEit^rnrr. l,tnnn Trvlr_r_r-c I NIN "i"L/ V %./M `{ V"r-i"o EDGE W1 I - S '/2" EXPANSION JOINT MATERIAL lUa�.L S�CI'ION � R A AT RM. ENTR*r PORCH NOTE: DETAILS FICA- i�t0 BE TYPLCAI,:,F,S�h1I 1TION5. A" 0 IC u I No n s 1 , s , J L - 2 1/9/98 BIDDING I 6/29/98 PERMIT -- Rev. No Dote Issue History 1H AM FUGLEEERG KoCH A.RCHI'I'ECTS Ortand o 2595 Temple Troil, Winter Fork, A. 32789 (407) 629-0595 ,L `1 Of SANWIID lllESiLAKE a MKS Mx APARTMENT6 SANFORD, FL DUNE 1998 ,,,y 3643-mI POOL eaeaNA WALL 5ECTION5 246.01 4 DETAILS 1 3 4 5 6 1CJ 9 1fU mE, CA56011% .3 ROT SCALE% 12' =1 `-o' L.ST f.or, y o c I STANDING 5EAM METAL ROOFING ON 15 # ASPHALT IMPREGNATED FELT OVER ROOF SHEATHING (EXP.1) SIMPSON HURRICANE TIE a EACH T05 (RE: STRICT.) CONT. METAL EDGE FLASHING' G-- OVER I X 2 P, T. WD. GUTTER g'-3" oVER-BUILD BEARING ._ T%55 BEARING TOP OF COLUMN HEAD HEIGHT _ E 2 X 6 CEDAR FACIA OVER 2 X 4 P. T. WD. HEADER CONTINUOUS VENTED METAL SOFFIT 3,4" '5TUCCO' (PAINTED) ON METAL LATH OVER BUILDING WRAP OVER EXT. 51-IEATHING ON 2 X WD. FRAMING e 16" 0, C. F W. I N 5 12 6� FRAMING ■ ■ �NGINEERED WOOD TRU65E5 1024"0.C. P. T, 2 x 4 BETWEEN 13LOCXu" ATTACH TO PLATE U 16dV O.C, 1 1/211 GYP, BD. GLG. ATTACHED TO BOTTOM CHORD OF TRU$$ W/ 5d COOLER NAILS Q 1" O.C. STANDING SEAM METAL ROOFING ON 15 Y A5PHALT IMPREGNATED FELT OVER ROOF 5HEATHING (EXP.1) 51MP50N HURRICANE TIE e EACH TRU$5 (RE: 5TR UCT.) CONT. METAL EDGE FLA6HIWj— OVER I X 2 P, T. X. GUTTER (WHERE NOTED)--- TRUSS BEARING TOP OF COLUMN HEAD HEIGHT _ 2 X 6 CEDAR FACIA OVER T 2 X 4 P. T. WD. HEADER CONTINUOUS VENTED METAL 5QFF11 - --� '44" 'STUCCO' (PAINTED) ON - METAL LATH OVER BUILDING WRAP OVER EXT. SHEATHIij ON 2 X WD. FRAMING Q 16" 0. C. 344" ,STUCCO' (PAINTED) ON --- METAL LATH OVER BUILDING I WRAP OVER 2-1 AYERS (T- 1/7 " W. X 1i4" D, REVEAL JOINT 1/2" EXT, SHEATHING WRAPPED AROUND 4 X 4 WOOD COLUMN 2 X 4 P.T. SILL PLATE W/ Y' � (6 x 2,-0„ TfYWkE NrUGTURAL) 21.0i1 BOTTOM OF REVEAL _X 2 ) ANCHOR BOLT5 ,9 2 4" OC. SCHEDULED WALL 4 FLOOR FINISHBOm-- --� 5IMP50N af6 STUD PLATE CONNECTOR 0 EACH STUD 4" REINFORCED GONG, SLAB ON PLA5TER WEEP SCREED VAPOR RETARDER OVER CLEAN, i WELL COMPACTED P016ONED FILL 4" REINFORCED CONC. SLAB SCHEDULED BASE O1.011 1L00R SINE (5LOPE5 I" AWAY FROM BLDG.) m1-01, FLOOR LINE REF. EL. GRADE (VARIES) f ""•w� . _ .,� a — . Rl~F. EL -GRADE (VARIES) MI 1511 I-{ I) TI ICI f l�l I I_f_�i I ICI I 1 I_f 11=I 1 I--= 11— I f- -f I I.�I I M 11--1 I IE1 I PEI ! TI I f�f! i i I I f i t =11 IEEI I ICI 11=1 I IEI I I -I I 1=1 I COLUMN PAD I �1 i I�I I I 1 { 1-�`-�! 11--=�! I�I 11�---I i I---�f I I- =1 { I�I (. I�=1 I I-�=l 11�—•-{ I 1 TURNED DOWN TURNED DOWN 5LA5 EDGE FTG. SLAB EDGE W/ 2 -15 CONT. (RE: STRUGT.) — T3/4" 'STUCCO' (PAINTED) ON METAL LATH OVER BUILDING WRAP OVER EXT, SHEATHING 11 1/2 GYPSUM BOARD ON 2 X 4 WOOD STUDS 16" 2 X 4 MID -POINT BLOCKING 1 2 C�WALL 5ECT N3 -sac: 3,4c 3 R ENGINEERED UWD TRU55E$ 6 24" 0, C. 12 ME P. T. 2 x 4 BETWEEN BLOCKI ' ATTACH TO PLATE W/ 160AIL S"O.r.. 11/2" GYP. BD, GLG. ATTACHED TO BOTTOM CHORD OF TRU55 Wf 5d COOLER NAILS a 1" O.C. I 1 1 3i4 'STUCCO' (PAINTED) ON METAL LATH --" IOVER BUILDING WRAP OVER EXT, SHEATHING II 112 I I! < ! { � , GYP5UM BOARD ON 2 X 4 WOOD I I 5TU05 S 16" 0. C. ! I 2 X 4 MID -POINT BLOCKING I1 I11 i { 1/2" W. X 34" D. REVEAL JOINT { { 2 X 4 P.T. SILL PLATE W/'/2" 0 (6 x — I { _X 2 ) ANCHOR BOLT5 Q 2`0" 0a SCHEDULED WALL t FLOOR FIN15H I I 5IMP50N 6% STUD PLATE - MCONNECTOR s EACH STUD 4" REINFORCED GONG. $LAB ON_—.--- PLASTER WEEP ScR�ED VAPOR RETARDER OVER CLEAN, { WELL COMPACTED POISONED FILL I I CIA 4" REINFORCED CONC, 5LAB --� SCHEDULED BASE I (5LOPE5 I" AWAY FROM BLDG.) ' � 4 d74 ► GGIi I_�l I I I I I—! i I---C 1 I-1 I f--I I l--i I I --I 1 I� - �!I a; a If-fIf�lII�fiI ill 1II�i1I--III IIMII I 1-� _I LEI i __ �- I IEI I I— f I IEI I IEI I F-9 I{-11 I I I EE l iT ! f I I I( COLUMN PAD - I I 1 1 1- I-IIIIII_E I I I -HI I I �I I f—i IF I I _ TURNED DOU1N _------- TURNED DOM 5LAB EDGE FTG, 5LAB EDGE W/ 2 -'5 CONT, (RE: STRUCT,) Q RGN WA-11- SECTION S' 5EARING Ha SCALE: 9i4" = I'-m NOTE: DETBE T�p51MI�Af2GONPTI0N5.o 4 5 6 7 8 9 10 C IZ G C NOTES G b A G) C L U 0 i C7, Cl L 6 C d c V 'C Y n A 4• y C G E G �U A m O V C d �D O C 4 V C V G C 1 G n C G C C C A Z C S� A , i .I a Z\ 2 1/9/9S BIDDING _ I 6/29/9S PERMIT Rev, No Data l"we Niatory L 1H FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Troil, Winter Park, Fl. 32759 (407) 629-0595 OF slkili"011D WE F L AKE APARTMENT 5ANFORD, FL Ik. MU C MU,K 04LO JUNE N�j ftj, 3643-01 FOOL GAE3ANA WALL 5ECTION6 2A(o.02 PILE, CA5602.DWG MOT W4B: 12" = I' -(d` LASI Kar: 10 NoTE S A C I- FI FI GI GONNEGTOK 51wE PLAN 5F__� fi='LAN TRU55 BRG 1/2' GYP, t3G 1/2' EXT. GYP. BD. 5HF-ATHINC ATTACH TO TRU55E5 4 5LOCK1Nt W1 56 COOLED'. NAILS Q I- 0,C C SECTIONS 2.a2 ENt7 LADLE TRU55 P.T. 2xb P 01-OGKINO ATrAGH TO FE. VVI6d NAIL5 2x4 OLOGKING A5 REOT) IN PLAN, ATTACH TO 1RV55E5 K/ 2-16d NAILS ai EA. END, D13L, F1' HEADER A5 REGI'D IN ROOF PLAN 2X4 a 24" O.(,. AT'AGH To LABEL END TRUSS W/ Ibd L— NAIL5 XFI'AGFI TPU55 ro 2X5 W 16d NAILS 06" Q.G. NAIL5 SECTION _ 5EE CIVIL PLL6a REFER TO PTO. ,50RE ULF FC1R SIZE, DEPTH AND REINFORCEMENT SECTION( 2. &02 3' COVER iEE PLAN ,ONNECTOR. - EE PLAN 4X4 POST 5EE PLAN 3/4' 5TUCCO O`rER MTL LATH STRAP A5 REQyp IN PIA. A.B. (6X2) REQV IN PLAN _ WALL SECTION( 2.6-2 SGAL E.- 1/2" PL.YWD 5HEATHiNG ATTACHED W/ 5d NAIL& ID ro' O.C. 10 EDGE$ 4 16) 12' D.G. 0 INT. SUPPORT5. (:� WALL 2x4 6FRUCIF PINE -- STUpS 5P4 1W 32' O.G. — ---- ---- P.T. 2x4 ie W/ TOP 4 BOTTOM OF ANCHORS �v 24' D.G. I50L,ATfON JOINT tU.U1F. X x -- -- X X 51zE / 3 a CC�YER REFER TO FTC. OCHf=D. FOR 51Z1 DEPTH ANP REINF. A5 REOV )ULE A5 t PLAN AS -1 FLAN BOLTS AS N PLAN NOTE: ATTAGf TO EAG Y�I/ 5D C SEE PLAN &02i ECTION- SCALE, 314'= i`-0' e2.O HEADER DETAIL -� 5CAL.E: 3,'- V-0o- FASTENER SCHEDULE HCAGER 4F 57UDa HEADER FGU_NPATION 2•-2x4 1 HT512 LTTH 2• 2x6 1 MT512 LTrI9 2-2x8> 2 M"1-512 LTT,lq 2-2xl0 2 2-1rr512 2-L'rnu 2-2x12 2 2-MT512 2�LTTIq 66 P�EO'D ULF_ ;Z. AS REa'D ;DULL= e02 HEA,®ER SECTION FOR 51ZE, DEPTH ANE�' REINF. CO 2 (_e, SECTION _ STRUCTURAL DESIGN CRITERIA A GOVERNING CODES AND SPECIFICATIONS I. Standard Building Code,1994 Edition. 2, Building Code Requirements for Reinforced Concrete, ACI 316-89, 3. National Design Specification for Wood Construction, AFPA, October,1992, VERTICAL DE51GN LOADS 1, Roof Dead Load ...,.,_ ... .......... ................. -.......... _ .................. ......... ..20 PSF 2, Roof Live Load ... . ............................ ..................................... ........... 20 PSF 3. Wind Load: Basic Pressure 100 MPH Region_ ... . . . ...... ...... ....... ........................ ........ 2P.4 P6F Use coefficients from 5BC Chapter 16. LATERAL DESIGN LOADS EXTERIOR VERTICAL 5URj-_ACE6: 1. Wind Load: Basic Pressure Imo MPH Region._._....,_ .................. ................ ........ _20,4 P517 Use coefficients from 55C Chapter 16. GENERAL STRUCTURAL NOTES FOUNDATION 'I. Foundation design is base.0 on an allowable soil bearing pressure of 2000 PSF and differential settlement of 1 inch. 2, Fill (iF required) shall consist of non -organic sand with less than 10 percent passing the C *200 sieve. Fill shall be place in 12 inch lifts and compacted to a minimum of 95 percent of the Modified Proctor maximum dry density (ASTM P651). 3. Footings shall be excavated to their bearing elevations and the support soils compacted to a minimum of 95 percent of the Modified Proctor maximum dry density (ASTM D1551) to a depth OF 2 feet below Footing bearing elevations, 4. Contractor shall provide geotechnical engineering reports by a Florida Registered Geotechnical Engineer confirming that the above assumptions are adequate for the selected building pad, IF other or more stringent recommendations are made by the geotechnlcal reports notify the Structural Engineer of Record prior to construction, 5. Contractor shall provide complete reports, prepared by a Florida Registered Geotechnical Engineer, of all monitoring and testing performed to bring the Foundation strata within conformance of design recommendations, Monitoring and testing shall be performed In accordance with the project specifications. 6, Provide 6 mil vapor barrier over compacted subgrade For slab on grade. Vapor barrier $hail be lapped a minimum of 6 inches In direction of concrete pour. Care shall be exercised to prevent damage or rupture of barrier. Whl5re columns, pipe conduit, etc. penetrate membrane, cut around projection and seal with joint tape. CONCRETE I. All concrete, work shall be accomplished in accordance with "Speciflcations For 5tructuraI Concrete For Buildings', AGI 301-89, 2. All concrete shall have a specified minimum compressive strength Of 3,000 P51 at 28, days, 3. Concrete aggregate shall be 3/4' in accordance with A5TM C33, 4. submit mix design For review prior to concrete pour. t L REINFORCEMENT 1. Reinforcing steel shall be in accordance with A5TM A615, Grade 60. 2. Masonry joint reinforcement shall be hot -dip galvanized steel wire in accordance with A5TM A82. 3, Welded wire fabric shall be in accordance with ASTM AISS and shall be placed in the upper 1/3 of the slab. TIMBER FRAMING 1, All timber frame construction shall be in accordance with Chapter 23,1997 Standard Building Code. 2. Structural framing beams and rafters shall be minimum 02 Southern Tellow Pine w/ 19% moisture content. Wali studs may be 02 Spruce -Pine -Fir. 3. Provide continuous wind uplift load resistance path From roof to Foundation for all structure I elements. TIMBER TRUSSES 1. Design of pre-engineered tru55e5 shall comply with TPI Design 5pecifications for Metal connected Wood Trusses. 2, 5ubmit truss engineering to Structural Engineer of Record For review prior to fabrication. The submittal shall indicate design loads, wind speed, height above bearing, type of exposure and uplift and lateral loads at bearing points. 3. Contractor shall provide all bracing required by Truss Manufacturer's design. Temporary bracing shall also be provided in accordance with TPI Commentary and Recommendations for Bracing Wood Trusses 50-16.' CONNECTORS 1. All pre -Fabricated, pre-engineered timber connectors are as specified within Simpson Strong -Tie catalog C-96. 2. Connectors shall be installed in accordance with the instructions given in the above referenced catalog. 3, Alternate connectors may be allowed Provided they equal or exceed the Specific allowable loads given in the above referenced catalog. M6CELLANEOU5 I, Contractor shall brace all construction against gravity, lateral and uplift loads until structure Is complete. 2. Coordinate structural work with architectural plans and all other trades. 3. -All construction shall be in accordance with the Standard Building Code,1991 Edition, IN: IM HB ASSOCIATES, INC. l f 111 I STRUCTURAL/CIVIL ENGINEERING 990 LEwis DRIVE. (407) 740-5444 WINTER PARK, FLORIDA 3Z189 FAA (407) 740-7900 0 / r2 ! 1/9/98 5iDDING 6/29/98 PERMIT f2ev. Na Data Issue Htetory FUGLEBERG KoCH ARCHITECTS rtaitdo 2555 Temple Trail, Winter Park, Ff. 327a9 (407) Q29-0595 G'i I PF sp"I'l ORD WE5TL AKE H13 ._ 4, F1 A F1, T M E N T 5- H-5 JUNE 1995 R GoMDETAIL-5 2 , 0 2 MQN` I r 3 4 5 S 9 10 NOTES A E C u EI FI GI 2x4 FLATWISE e 24' O ATTAC:N TO TOP FE UJ/2-'Trod NAILS _� SEE PLAN TRU55 E3RG 2x4 �3LOCICING I5t 4 FR G TP. I GI�QR G1 SECTION 2.03 SCALE: 3/'= 11_0" Fis' EXT GRAPE FLYWOOD DECK. ATTACH TO TRU$eC6 W/ C2d NALS 04 O.C. 6 M-lU " t Q 12' 0.C. AT INTERI EPIAT1 5ilPPORTS, HURRICANE &TRAP Aa REO 1N PLAN ENGINFERED ROOT~ TRU55fF1' W/ 01h1P60N Na 14UIRRICME STRAPS EACH. TRU85 (--2` SECTION 2.03 6CALF.- 3� •- 1r�Q,n IF 5TRAP A5 PLAN .. CONT, WMMP50N A, STUD TYP? 71;UPE P YWOD Cz ATTAC .5 v 6' D.C. O.C. W/ N-5 NE CL IF$ 1 &TUD TYP. 2x4 STUD WAU- � L1-1 L cal ANG REINFORCING C__ 3 _ SECTION IA = to IC or. HB ASSOCIATES, INC. 1191, STRUCCURAL/CIVIL ENGINEERING 990 LEWIS DRIVE (407) 7GO-5444 WINTER PARK, FLORIDA 32789 FAA (1,07) 740-7900 2 1/�/W 51PGING 1 6/29M PEWIT _ Rev. No Date Itmue Hlatory io FUGLEBERG KocH ACHITECTS OTlando 2555 Temple Trail, Winter Park, Fl. 32769 (407) 629-0595 u�E�i�T - APARiMENT5 "B „ JUNE 1998 SANr-ORD, FL52.03 •................t NOTES - - ----- C _ .- r 51S' TYPE 'X' GYP.13D. -- 09220.V 09255A M2Z0.Y 2X JAMBMEADEI� 03255 A �� �. '� 01190b 011908 • CONCRETE 3 WOOD SHIM --�-5TART 'B' STRIP5 WE ` A 0�31O.B CONCRETE SLAB - E STRUCTURAL s� y WOE) GA51NG DEADER 092z0.v 6: W00D AND PLAS11C5 {RE: STRLICT,1 - 06100.0 2 x 4 WOOD FRAMING WINDOW FLANGE ,E 1/2' EXPAN510N JOINT WITH 1/2' EXPANSION MATERIAL MORTI5E STOP OR 1�, �,, .K 1/16' 0.5,8.5WEATWING SOLID FRAME 4 STOP f06200.V 1 1/2' x �._. Y -4 --� ,v P.T. I x 4 '2, E3 01692.A PRE -FABRICATED WOOD TRU55E5 - 5EE 5TRUCTURAL 1 /1 ' 2' 1 13/I DOOR PER 5CHEDULE 06200�xG 2 X 2 TRIM 4 3/ -��� V COL%IAL CASING �_--_____-----> APPLY 1N Or2DER STARTING AT 1: THEWAL 4 M015TURE PROTECTION -- I BOTTOM WINDOW, OVERLAPPING MI 4, 01110.4 BITUMINOU5 SHEET WATERPROOFING s A5 INDIGATI+D 011W.5 4 MIL VAPOR BARRIER 0190�8 0-1210.A BATT IN5ULATION 13 • `.., --- - _- - � 01600.A FLASHING 0�1W05 SEALANT, CONTINUOU5 N 08211A � E 1 �,J � W � 4 `l � W Ti ,t�^"t � I � . / V/1 VA $: DOOR$ AND WINDOW$ + RATESDOOR FRAME EXTERIOR I)OOR HEA 4F 71 �_ ,_ �_ 55 3'=1'_0 31%° W OP DCOR CASWj 08211A DOOR (RE: ScHED.�. 3 - l 0 3 -1 @ W/ BACK PAND OCCaUR5 5TICK,,PETAIL .0 WOOD DOOR FRAME. AT DOORS Wr TRANSOMS -- 08�1�1,8 THRESHOLD 09220.F' Y 01190b . I2 �41/2�� 0= 9: FIN15NE5 4 N.T.S. 01900.8 p11�B �r�• _ 0°U220.F RAISED STUCCO BAND 0°.255 A 09255A 09220.V WHERE OCCURS - RE: 0 f�00�! � 09zz0.v EXTERIOR ELE ATI [l G. PAPERBACKED METAL LATH r 06100K 0821LC N 'J' TRIM 06100.G SWIM 06100 N CONTROL JOINT ti 082ua P EXPANDED POLYSTYRENE (EPS) SWAPS U C v EXTERIOR FINISH SYSTEM ( TOP,, BOTTOM 4 IDS RD 0`J255A SCHEDULED GYPSUM BOARD GYPSUM 50ARD 0°300D MARBLE WINDOW 51LL � EACH 51DE s 1 07900b FIRE EX INGU15WER -- - ma211C RATED FRAME - - - -- —- caiNT n WHERE NOTED 0GI00C - 01210A 01210 08211A I � 0925a.A 06200.V v • 09255A ��� XT IORE)00R__Q TRAN50MXT IO DOOR JAI�CXTIO' I�IN OGU J,--- D INTERIOR DOOR HEAD - _ � _ � AF.F. 03 N — _ 081108 1 B _ NOTE$: 019008 - 61DELITE w/ _ 01, REFER TO 5UILDI% FLOOR PLANS FOR GYPSUM $C-HEDULED GLA$$ WALLBOARD THICKNE55 AND RATING OF ALL 06100.G � 02 0930�1D � -- IN k.U00D FRAME PARTITIONS x P�3220.v STOP 09255A �\ 093108 02, SET TWRE5W0LD IN FULL BED OF 61LICONE 062m0 c� UJO017 MULLION DBL. GYPSUM BOARD SEALANT 4 �__ WITH ADHESIVE TO 03, INSTALL 40 MIL PEEL 4 STICK FLA5HING AT -. --- LEVEL AT TRY D001�'a 12 WALL �, a .. ' a a .. ' ADJOINING LAYER a AC>JAGNT ALL f1J)NDOUJ HEAD, JAMB, AND SILL TYPICAL 1\ C� C! a a o a . ° a ,. Q 01900J3 SPECIFIED DOOR w \ 08211.0 4 - "-� 09220.P 15/l�ca 1 F✓/(r. W. �., \ - \ • \ � " . �� . � � w WOOD STUDS E</ � c 09255A � .v 01190a 15{ELITEJAMBFIR XTINW5HER G>� INET _ __-_- EXTERIO POOH' THi��5HO�D '�XT��IOi� llflN..�OUJ 51 �. _ �� 3`=1'-0 _- �� N.T.a. � __ T. �1 NTERIORBOO it F3 3�M1,-� F� 3,44 a .� - -- - - COURT SYSTEM WALL PANEL ---- SCHEDULED DOOR - SET WOOD FPA IE WALL IRE; IA6.O11 FLUSH W1 INTERIOR WALL 1-1/2'FACE OF WALL TO - m VB' CLEAR ACRYLIC PLASTIC, / r Ri aIL TENT CUSHION PADS FACE a GRAB R r J89Uf�AC1" 51LK�aC ENED IUl la e E2 F VENTED WALL BASE / EXPANSION GAP BLUE GWARARCTER AND WHITE -- 1/4' x 1-11V ALUM. EDGE TRIM, 2 X 4 5LGGKING TAEN BACKGROUND Q 2 -1/9/� - T BIDDING --- RESILIENT CUSHION PADS FASTEN TO WOOD FLOOR W/ 9TUM SECUFeD W giMP9t2N 10 x kl/2' FAV.S. s 24' D.C. A-35 ANCHOR TO 4 BOTTOM }' NIGH UPPER CASE SIMPLE SERIF TYPE CHARACTER, ................ HARDWOOD FLQORINCt HARDWOOD FLXR'1iJG RAISED i/32' Rev. No Date Issue History 2 x 3 P.T, WOOD SLEEPEfa 2 x 3 F?T. WOOD SLEEPERS V4' DiA x 3' VANDAL INTEGRAL GRADE 2 BRAILLE RESISTANT 5G% 14 1`1 _ 8 MIL THICK SHEET VAPOR ! I I I 111 (WWI I 1 I I I (3) PER BCE? • w o� HE�TUfE�N CELL9TS W1 �RAI RAISED b MIL THICK $HEET VAPOR A RETARDANT RETARDANT .o . E'UGLEBERG KOCH ARCHI'I`ECTS ,E, r{ - --- r� - - - - - --- - — -�- ----- -- WORD SIGNS ACCESSIBLE SIGIN Orlando 2555 Temple Trail, Winter Park, FI, 32789 (407) 629-0595 1 NOTEr NOTE,-- p PROVIDE WORD $05 FOR ALL ROOMS ATTACH SIGN USING (4) r; . r I•V2' DIA. 4D. � WITH DOOR ACCESS < ACCESSIBLE . FOUR FLATHEAD WOOD � BAR o $IGN5 AT ALL TOILETS 4 MAIN ENTRY SCREWS, COUNTE CRC �' DOOF6 TO BUILDIN;�. ��'CE5515LE AND ADHESIVE. �� � � �� CERAMIC TILE SIGN b 4 ( — TILE BACKEWARD in M.K.S. 1 CONCRETE r$ A5 or. -- WOOD STUD WALL " USE 5T L AKE � M,W,K. 1 CONCRETE SLAB � 1 5' W1DE ALUM. THRESHOLD — �.�1 M.Ill,K. 1 MOUNTIN6 >��>���I I�� �� JUNE 1998 V4 DIAF.H.SLEEVE SIGN � �Aic/�pp r i 2 ANCHORS 9 24' O.G. SCALE: '44 x )' S ORD, f L Rol. i > I ^_ I I OOR THRE5H0LD_______HGRA BADD TAI 51GN� DE �00 WINC)OWf `��qqII�I�>� I � I ' CO��T D�j Ha FULL 51ZE - �--� � 4 OIT�t�/O W>1� H3 3°�I'-0 FULL a1ZE HIr I'�15CEl�L�ANEOi�S 1�l.01 3 �1-0 E)ETAIL5 5 h 10 FILE: 211AI01 Igor xAm 12" =1`-Q1' LAST PLOT: 0.1/10/9� 2 NOTES A W C q 1 1/2" " ISH H R 1 1 /2 QISPQ5ER �WCO 20 31) 3" A 2"� 2" I i 1/2' " Q 1 3"F. - A 2 - ,� 4"VTRJ,L ( { 3" r� {{ 1i 1 1/2" yam, 1 1/2" i ILEA (�I 4" 1 1/2" 3"FD -, IL WCO WC-1 3" 3 4" 4 WC 1 3$t 3" 3"FD-1 2 WAY GCO 4" Ell DI � UNDERGROUND ARY A- F RNE NOT TO SCALE CONTINUATION SEE CIVIL SITE PLAN HB-1 \IN% 1" \ WATER SHOCK -\EWH-1 ON WATER ARRESTORS01 C\ .-1 HEATER PLATFORM �._-- � (TYPICAL) 3/4" �� �1 " � �f 1 1/2"01 �. "\_ 3/4 > $TYPICAL HUT F VALVE 10, 3/4 ( ) 1/2" �''`•� WC� 1_ `~` �. 1 1/2- \,` rf 1/2 FIB-1 ; Ii i SHUT OFF VALVE 1 /2 ro r Y yg 1 /2 -� I i' 1 /2" .� -2 1 /2" f ^ IN VALVE BOX 1/2 1/2' 9 /4�-1 1/2" DOMESTIC WATER St � �.� =? L-2 LINE UNDERGROUND - FOR '� s PORN NUATION SEE CIVIL SIT n EST WATER FMR DIAGRAM N NOT TO SCALE N SCALE -o N `" SANITARY FLU PLAN - MMES 1C WATER N SCALE: 1/8u=f 1-p 4" SANITARY WASTE LINE UNDERGROUND -- FOR CONTINUATION SEE CIVIL SITE PLAN 1 1/2" DOMESTIC WATER SUPPL �L.INE UNDERGROUND - FOR T CONTINUATION SEE CIVIL SITE PLAN SHUT OFF VALVE _ —__ IN VALVE BOX /2„ El 0 IG IC H BORES ASSOCIATES Consulting Engineers, Ino. 150 CIRCLE DRIVE MAM AND, FL 32751 VOICE: 407.628.0882 FAX: 407.628.7024 HTTP \\WWW.MAGfCNET.NE1\-808E5 E-IMIL; SOBESYMACICNET.NET j io FLTGLEHERG KOCH ARCHITECTS Orlando 2W T*** RA Wbr Park. K WN (Wn W- OW WEFLAKE AFARTMEN75 io FLTGLEHERG KOCH ARCHITECTS Orlando 2W T*** RA Wbr Park. K WN (Wn W- OW WEFLAKE AFARTMEN75 '—ova, F�-°'----- 5 NPCRD FL Iwo FLOOR PLAN '�, F01 PLUME3ING 1 2 3 4 5 6 7 S I NOTES M Cm A E F G H '11 At GENERX NMS A. 100 % OF ALL GROUND UNITS SHALL BE N.C. ACCESSIBLE, ALL OPENINGS IN THESE UNITS SHALL BE MIN. 32' CLEAR B. RECEPTACLES IN ALL GROUND LEVEL UNITS SHALL BE MOUNTED MIN.15' AFF. C. PROVIDE ONE 2-A: 10-5:C 5 Ib FIRE EXTINGUISHER PER APT. LOCATE PER FIRE DEPT. REQUIREMENTS D. PROVIDE GROUND FLOOR THERMOSTATS AND ELECTRIC SWITCHES WHERE SHWN ON M.E.P. DRAWINGS MOUNTED 42' - 52' A.F.F. E. VERIFY WALL LOCATION TO PROVIDE CLEAR OPENING REQUIRED FOR BI-FOLD DOOR, TUB, CABINET, OR APPLIANCE TO BE INSTALLED F. PROVIDE LEVER HARDWARE GROUND FLOOR UNITS PER FAIR HOUSING REQUIREMENTS G. PROVIDE DRAFT5TOP OVER ALL BEARING WALLS AND a 3006F MAX. SPACING IN ALL FLOOR JOIST AREAS. al qI 71 t1 RERENCE NOTES- 01. I -HOUR RATED 22' x 36' ATTIC ACCESS - TOP FLOOR UNITS ONLY. REFER TO HI. A1.01 AND BUILDING PLANS SHEETS A2.02, A2.05, 4 A2.08 FOR ORIENTATION. 02. MATERIAL CHANGE AT FLOOR - USE SPECIFIED TRANSITION 03. ALUMINUM PICKET GUARDRAIL - 2ND 4 3RD FLRS. ONLY 04. VINYL COATED WIRE SHELVING AT 3' 4 6' ROD HEIGHTS 05. VINYL COATED WIRE SHELVING AT 5'-0' 06. UNUSED 01. WASHER 4 DRYER 08. TOWEL BAR 09. UNUSED 10. 30' x 48' CLEAR FLOOR SPACE FOR PARALLEL APPROACH TO RANG, OVEN, SINK, DISHWASHER AND REFRIGERATOR 11. AHU ON SHELF OVER WATER HEATER 12. NOT USED. 13. WINDOWS DO NOT OCCUR AT COURTYARD SIDE - A2 UNITS 14. 30' x 60' TUB 6. 36' x 60' ROMAN TUB 16. 6' PLUMBING WALL II. NO WINDOW 19 GROUND FLOOR 18. PLANT LEDGE AT 64 - UPPER FLOOR ONLY 101 no I -T _ V 6 1 ✓ IJ -(� 4'-11 4'-1' 3'-0' E3AL NY 5'-0' X S' ' u, 04 ��• 1 LIVING ROOM DINING ROOM 11'-g° X 13'-0° ' O m O 1 \ a O � ` o � (P / 1 s 01 02 w '-8' 3'-0' 02 5EDROOM I1'-01 X 15'-0' Irb ZIP e� h (0 �. . L 2'-8' 7'-6' ' 14'-9' 3'-0' 6'-2' flK AN (DIM. 4 RF.F.) UNIT A1_ 9i 1-At Hi 1PLOOR PLAN (E) IM. d REF.J UNIT5 'BI' t '82' 0 E31 - 134 3R /, 19 C 1 EI FI WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' MACH 61PE OF TENANT 6EPARTION WALL W/ 31/2' MIN. BATT INSUL. IN ONE STUD SPACE. CALCULATED A55EMDLY BASED ON CHAPTER 1, M1 SBGGI. I HOUR RATED TENANT 6EPARAtION —' MM M M" ®' wa NNW ONE LAYER OF 5/6' TYPE 'X' ON THE INTERIOR SIDE OF WALL. CALCULATED ASSEMBLY BASED ON CHAPTER 1,1041 SBCCI. I HOUR PROTECTED EXTERIOR WALL6 ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF WALL. UL ! U305 EEEEEM' ® ' "�°' I HOUR PROTECTED INTERIOR WALLS PROVIDE I LAYER 1/2' GYP" WALWARD as a s e ATTIC DRAFf5TOP PARTITION ONE LAYER OF 1/2' GlIX. EACH 61DE OF INTERIOR WALLS. NON -RATED WALLS. FLOOR/CEILING GUI 5CNEDULE I HOUR RATED FLOOR/CEILING A55EMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DE61GN NO. L528 I HOUR RATED Wa/CEILING ASSEMBLY TWO LAYERS OF 5/8' TYPE 'X' GYP" ASSOC. DESIGN MANUAL ASSEMBLY NO. RG-260L 0 NOTE: PROPER FASTENING SCHEDULE FOR a DRYWALL MUST BE USED AT EACH FIRE ASSEMBLY. v SEE 6H.AF(o.01 4 AF6.02 Q, GKRAL NOTES: y 0). AT GROUND FLOOR UNITS INT. AND EXT. LOAD BRG. h PARTITIONS TO BE 3 X 4 STUDS 9 16' O.C. AT 3-6TORY PORTION OF BLDGS. REFER STRUCT. 02. REFER TO CIVIL OR LANDSCAPE SITE PLAN FOR SIDEWALK LAYOUT LEADING TO STAIRS. 03. INTERIOR NON -LOAD BEARING WALLS MAY BE n N 25 GA. MTL. STUD 10 24" O.C. W/ 22 GA. MTL. RUNNER TRACK TOP AND BOTTOM. 04. NOT U5ED v 05. 1-HOUR RATED ATTIC ACCESS N 06. PROVIDE ONE LAYER OF 1/2' GYPSUM WALLBOARD OR PLYWOOD OR 1/8' THERMOPLY AT 300 S.F. MAX. IN FLOOR ASSEMBLY AS PER CITY CODE. FIELD VERIFY LOCATION TO COORDINATE WITH STRUCTURAL FLOOR FRAMING PLAN. v 0 ti v a MLER SYSTEM NOTE 0 ALL APARTMENTS TO BE SPRINKILERED WITH 13R SPRINKLER 5Y5TEM PER NFPA AND LOCAL CODE REQUIREMENTS. SHOP DRAWINGS SHALL BE PRODUCED o 4 APPROVED BY AN ENGINEER CERTIFIED TO PRACTICE IN THE STATE OF FLORIDA. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT FOR FINAL APPROVAL. 0 v U �L N u T s? a U O Y m J \ lr. Rev. I No I Date Issue History F'UGLEBERG KOCH A.RCHITEC`I'S G Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 H S.✓ 1 mJ•c�9711,.ti3 iA W E 5 T L A K E V APARTMENTS Ck-b..bap3643-00 5ANFORD, FLORIDA -Date FLOOR PLANS (DIM. d REF.) A3.01 UNITS "A°, "BI°, 8 1152' 1— I 4 .w It V 1 0 '1 10 PI E: 3643A30I DWG PLOT ecALE: 12'--1'-0' LAST PLOT: Sep 01, 1990 2 i 9 // NOTES A No Ed ]1 E F G F45ERENCE NOTES- 01. I -HOUR RAPED 22' x 36' ATTIC ACCE55 - TOP FLOOR UNITS ONLY. REFER TO HI. AI.OI AND BUILDING PLANS SHEETS A2.02, A2.05, 4 A2.08 FOR ORIENTATION. 02. MATERIAL CHANGE AT FLOOR - USE SPECIFIED TRANSITION 03. ALUMINUM PICKET GUARDRAIL, - 2ND 4 3RD FLR5.ONLY 04. VINYL. COATED WIRE SHELVING AT 3' 4 6' ROD HEIGHTS 05. VINYL_ COATED WIRE SHELVING AT 5'-0' 06. UNUSED 01. WASHER 4 DRYER 05. TOWEL BAR 09, UNUSED 10. 30' x 48' CLEAR FLOOR SPACE FOR PARALLEL APPROACH TO RANGE, OVEN, SINK, D15HWA5HER AND REFRIGERATOR II. AHU ON SHELF OVER WATER HEATER 12. NOT USED. 13. WINDOWS DO NOT OCCUR AT COURTYARD 51DE - A2 UNITS 14. 30' x 60' TUB 15. 36' x 60' ROMAN TUB 16. 6' PLUMBING WALL 11. NO WINDOW 6 GROUND FLOOR 16. PLANT LEDGE AT 8'-4' - UPPER FLOOR ONLY GENERAL. NOTES A. 100 % OF ALL GROUND UNITS 5HALL BE H.C. ACCE55181-E, ALL OPENINGS IN THESE UNITS 5HALL BE MIN. 32' CLEAR 13. RECEPTACLES IN ALL GROUND LEVEL UNITS SHALL BE MOUNTED MIN.15' AF.F. C. PROVIDE ONE 2-A: 10-13:C 5 Ib FIRE EXTINGUISHER PER APT. LOCATE PER FIRE DEPT, REQUIREMENTS D. PROVIDE GROUND FLOOR THEFM05TAT5 AND ELECTRIC 5WITCHE6 WHERE SHOWN ON M.E.P. DRAWINGS MOUNTED 42' - 52' A.F.F. E. VERIFY WALL LOCATION TO PROVIDE CLEAR OPENING REQUIRED Fop, BI-FOLD POOR, TUB, CABINET, OR APPLIANCE TO BE INSTALLED F. PROVIDE LEVER HARDWARE GROUND FLOOR UNITS PER FAIR HOU5ING REQUIREMENTS G. PROVIDE DRAFT5TOP OVER ALL BEARING WALLS AND s 3005F MAX. SPACING IN ALL FLOOR JOIST AREAS. u I C;)EFLOOR PLAN (E)IM.-a �F.) UNIT5 'Cl' d U';11, G2 = 1109(o 5-F., CI = 994 5F. �plfl % " a I10 C 111 C G H WALL LEGEND ONE LAYER OF /6' TYPE 'X' ONEAGH S PE OF TENANT 5EPARTION WALL W/ 3 I/2' MIN. GATT INSUL. IN ONE STUD SPACE. I HOUR CALCULATED ASSEMBLY 5ASED ON RATED TENANT SEPARATION CHAPTER 1,1991 SBGCI. ONE LATER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL. I HOUR PROTECTED CALCULATED ASSEMBLY 5ASED ON EXTERIOR WALLS CHAPTER 1,1991 65CCI, ONE LAYER OF.5/8' TYPE 'X' ON I HOUR EACH SIDE OF WALL. PROTECTED UL 0 U305 INTERIOR WALLS PROVIDE I LAYI=R 1/2' ATTIC DRAFf6TOP PARTITION GYPSUM WALROAW ONE LAYER OF 1/2' G.Wb. EACH NON -RATED WALLS. 51DE OF INTERIOR WALL5. FLOOR/CEILING GW5 5CHEDULE 1 HOUR ONE LAYER OF TYPE 'C' RATED FLOOR/CEILING OVER METAL. FURRING CHANNELS ASSEMBLY UL DESIGN NO. L528 I HOUR TWO LAYERS OF 5/8' T PE 'X' RATED ROOF/GEILfNG GYPSUM A%OC. DESIGN MANUAL rA6SEMBLY ASSEMBLY NO. RG-260L U NOTE: PROPER FASTENING SCHEDULE FOR D N DRYWALL MUST BE U5ED AT EACH FIRE A55EM5LY. SEE 6H.AF6.01 4 Al=6.02 GENERAL. NOTES: 01. AT GROUND FLOOR UNITS INT. AND EXT. LOAD 13R5. v 0 PARTITIONS TO BE 3 X 4 5TUD6 fa 16' O.C. AT 3-5TORY PORTION OF BLDG& REFER 5TRUCT. V 02. REFER TO CIVIL OR LANDSCAPE 51TE PLAN FoR SIDEWALK LAYOUT LEADING To STAIRS. :Q 03. INTERIOR NON -LOAD BEARING WALLS MAY BE 2$ GA. MTL. 5TUD @ 24" O.C. w/ 22 GA. MTL. c RUNNER TRACK TOP AND BOTTOM. 04. NOT USED N 05. 1-HOUR RATED ATTIC ACCESS 06. PROVIDE ONE LAYER OF 1/2' GYP5UM WALLBOARD D OR PLYWOOD OR 1/5' THERMOPLY AT 300 S.F. o MAX. IN FLOOR A55EM51-Y AS PER CITY CODE. FIELD VERIFY LOCATION TO Goof;VNATE WITH STRUCTURAL FLOOR FRAMING PLAN. MER bYS NO t2 .a a ALL APARTMENTS TO BE SPRINKLERED WITH 13R SPRINKLER 5Y5TEM PER NFPA AND LOCAL CODE REQUIREMENTS. SHOP DRAWINGS SHALL BE PRODUCED 4 APPROVED BY AN ENGINEER CERTIFIED TO PRACTICE IN THE STATE OF FLORIDA. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT FOR FINAL APPROVAL. ti E V 0 v , J N N L F- Rev. I No I Date Issue History 0 FUGLEBERG KUCH ARC HITE' C`I'S OTIando 2555 Temple Trail, Vinter Park, FI. 32789 (407) 629-0595 WE 5T1 AKE APARTMEN` $ pate 6-26-98 SANFORD, FLORIDA �oj3643-00 FLOOR PLANS (1) IM. e REP.) A3.02 UNIT5 ^cl^ a HC2" I 111 5 7 0 I! FILE: 3643A302.DWG noT wxE: 12' =1'-0' I -MT PLOT: Sep 01, 1998 2 3 5 6 17 0 r� NOTES n Cy 0 E F C 01. I -HOUR RATED 22' x 36' ATTIC ACCESS - TOP FLOOR UNIT5 ONLY. REFER TO HI. A1.01 AND BUILDING PLANS 5HEET5 A2.02, A2.05, 4 A2.08 FOR ORIENTATION. 02. MATERIAL CHANGE AT FLOOR - USE SPECIFIED TRANSITION 03. ALUMINUM PICKET GUARDRAIL - 2ND 4 3RD FLRS. ONLY 04. VINYL COATED WIRE SHELVING AT 3' 4 6' ROD HEIGHTS 05. VINYL COATED WIRE SHELVING AT 5'-0' 06. UNUSED 01. WASHER 4 DRYER 08. TOWEL BAR 09. UNUSED 10. 30' x 48' CLEAR FLOOR SPACE FOR PARALLEL APPROACH TO RANGE, OVER SINK, DISHWASHER AND REFRIGERATOR 11. AHU ON SHELF OVER WATER HEATER 12. NOT USED. 13. WINDOWS DO NOT OCCUR AT COURTYARD 51PE - A2 UNITS 14. 30' x 60' TUB 15. 3(o' x 60' ROMAN TUB 16. 6' PLUMBING WALL 11. NO WINDOW 9 GROUND FLOOR 18. PLANT LEDGE AT 8'4 - UPPER FLOOR ONLY CiMRAL NOTES A. 100 % OF ALL GROUND UNITS SHALL BE H.C. ACCESSIBLE, ALL OPENINGS IN THESE UNITS SHALL BE MIN. 32' CLEAR B. RECEPTACLES IN ALL GROUND LEVEL UNITS SHALL BE MOUNTED MIN.15' AFF. C. PROVIDE ONE 2-A: 10-13:C 5 Ib FIRE EXTINGUISHER PER APT. LOCATE PER FIRE DEPT. REQUIREMENTS D. PROVIDE GROUND FLOOR THERMOSTATS AND ELECTRIC SWITCHES WHERE SHOWN ON M.E.P. DRAWINGS MOUNTED 42' - 52' A.F.F. E. VERIFY WALL LOCATION TO PROVIDE CLEAR OPENING REQUIRED FOR BI-FOLD DOOR, TUB, CABINET, OR APPLIANCE TO BE IN5TALLED F. PROVIDE LEVER HARDWARE GROUND FLOOR UNITS PER FAIR HOU6ING REQUIREMENTS G. PROVIDE DRAFT5TOP OVER ALL BEARING WALL5 AND 6 3005F MAX. SPACING IN ALL FLOOR J015T AREAS. Aril n1 1 1303 5F .s C UP] WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ONEACH SIDE OF TENANT 6EPARTION WALL W/ 3 1/2' MIN. GATT INSUL. IN ONE STUD SPACE. CALCULATED ASSEMBLY BASED ON CHAPTER 1,1991 SElCCI. 1 HOUR RATED TENANT SEPARATION ®� _ -"" ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR 51DF OF WALL. CALCULATED A55EMBLY B45ED ON CHAPTER 1, IM 513CCI. I HOUR PROTECTED EXTERIOR WALLS ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF WALL. UL U305 I HOUR PROTECTED INTERIOR WALL5 PROVIDE I LAYER 1/2' GYPSUM WALWARD o=e®®ems ATTIC DRAFTSTOP PARTITION ONE LATER OF 1/2' U. 3. EACH SIDE OF INTERIOR WALLS. NON -RATED WALLS. FLOOR/CEILING GWf 3 5CHEDULE I HOUR RATED FLOOR/CEILING ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN NO. L528 I HOUR RATED ROOF/CEILING ASSEMBLY TWO LAYERS OF 5/V TYPE 'X' GYPSUM ASSOC. DESIGN MANUAL A56EM13LY NO. 5C-2601- NOTE: PROPER FASTENING SCHEDULE FOR DRYWALL MUST BE U5ED AT EACH FIRE A55EM13LY. SEE 6H.AF6.01 4 AF6.02 ORAL NOTES: a V) 01. AT GROUND FLOOR UNITS INT. AND EXT. LOAD BRCS. PARTITIONS TO BE 3 X 4 5TUD5 a IV O.C. AT 3-5TORY PORTION OF BLDGS. REFER 5TRUCT. o 02. REFER TO CIVIL OR LANDSCAPE 61TE PLAN U 2 FOR 511)EWALK LAYOUT LEADING TO STAIRS. 03. INTERIOR NON -LOAD BEARING WALLS MAY BE V a 25 GA. MTL. 5TUD 'w 24" O.C. Wl 22 GA. MTL. IV RUNNER TRACK TOP AND BOTTOM. 04. NOT USED V 05. 1-HOUR RATED ATTIC ACCE55 06. PROVIDE ONE LAYER OF 1/2' GYP5UM WALLBOARD I OR PLYWOOD OR I/8' THERMOPLY AT 300 S.F. MAX. IN FLOOR ASSEMBLY A5 PER CITY CODE. FIELD VERIFY LOCATION TO COORDINATE WITH 5TRUCTURAL FLOOR FRAMING PLAN. Y. ®®� SOLID BLOCKING FOR GRAB BARS, GROUND FLOOR UNITS ONLY a. A U, W 1 °' C DROP CEILING 12" OR TO TOP OF CABINETS o (TYP. ALL FLOORS) FOR HVAG DUCTWORK ::::::.:..:..: ........:.....'.....::: INSTALLED BELOW FLOOR / CEILING OR ROOF / CEILING ASSEMBLY F G H Rev. I No I Date 0 FUGLEBERG KOCH Issue History ARCHITECTS 0,rGando 2555 Temple frail, Winter Park, FI. 32789 (407) 629-0595, PL A'Al S rr � d(I fit dr W E 5 T L ,4 K E �� FKA APARTMENT5 SANFORD. FLORIDA Day 6-26-98 F'ol_ 3643-00 2 3 FLOOR PLAN - UNIH(o j/ 1=1,-O, i DI i V r., 10 FLOOR PLANS (E) I m d REP) A3.03 UNIT5 'DI' b "p2' FILE: 3643A303.D116 Ftoi wA! E: 12'-- 1'-0' ILMT PWT: Sep 01, 1998 1 2 3 4 5 6 8 9 10 NOTES A V C A E • D 3781 6'-4' 1 (o' -0' 1 (o' -0' CL05ET CL05ET ' CL05ET CL05ET 1 � N s rrrrrrw le�lsrrrr r �� i �w i ww ED ED Ol)01 �1`rrwr■ 2'-0' 19'-10' 6' 01 1. 'rrrwwwwrrrrwwwwwwrrr w rrrrrwrwrrrrniwwrw w r rw� ■ Ol 1 01 1 � r 1 GARAGE ■ 1 1 r ■ � 1 � r ' ■ - 1 1 1 � 01 1 _ 1 � ■ r 1 - _ GARAGE C�ARA GE cmv 1 1 ED - r r r 1 LO CV r r r 1 r r LIJU3 � 0 01 1 u� 1 O 01 • - 1 a� r 1 cv 5'-10' 5'-6' (0 01 6'-6' 5'-6' S'-10' 2'-0' 111-4' 13'-�' 4. FLOOR PLAN GARAGE UNIT C2 (0 1/4':1'-0' GARAXUC2 N 7 8 9 10 GA G� GARAGE SPACE - 864 5Q. FT. STORAGE - 151 5Q. �T. HALLWAY - S� 5Q.1=fi. OVERALL - l,lm4 aQ. �i. LEGEND ONE LAYER OF 5/8' TYPE 'X' ONEAGH SIDE OF TENANT SEPARTION WALL, W/ 3 IR' MIN. GATT INSUL. IN ONE STUD SPACE. CALCULATED ASfiMl.Y i3ASED ON CHAPTER 1,1991 SBCGI. I HOUR RATED TENANT SEPARATION '"" On ®:°' ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR 51pE OF WALL. CALCULATED ASSEMI.Y 5ASI±D ON CHAPTER 1,1991 SBGGI. I HOUR PROTECTED EXTERIOR WALLS ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF WALL. UL' U'V5 M"""" ' i �f° I HOUR PROTECTED INTERIOR WALLS NEW r www= r s PROVIDE I LAYER I/2' GYPSUM WAL60ARD ATTIC DRAFTSTOP PARTITION LAYER OF l�l' Cx.WB. EACH 61DE OF INTERIOR WALLS. BIDE NON -RATED WALLS. FL00R10E I !_ I NCB GW5 SCHEDULE 1 HOUR RATED FLOOR/CEILING ASSEMBLY ONE LAYER OF TYPE 'G' OVER METAL FURRING GNANNI=I.S UL DESIGN NO. L528 1 HOUR RATED ROOF/CEILING A6SE15LY TWO LAYERS OF 5/8' TYPE 'X' GYPSUM A550C. DESIGN MANUAL ASSEMBLY NO. RC-260L PER 1✓A51'ENING SCHEDULE FOR 2- DRYWALL MUST 15E USED Al" EACH FIRE A55EMB1.Y. 5EE 5NA>"ra.01 4 AF6.02 0 D COERAL NOSES: W N ti Ol. SLOPE FOR GARAGE F1-OOR5 ARE TYPICAL. d � 1/8' PER FOOT 'a 02. CURS pETAll. - 5EE STRUCTURAL -FOR U CUR15 DETAIL. AT PERIMET l j L i Rev. I No I Date R Issue History 0 F UGLEBERG KOCFI ARCHITECTS � Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 619-0595 Srtl.,4KE �: r-� AR1'MEN?SANFORD. PLORIpA ��^6-26-98 „oj. 3643-mm CxARAC�E OOR PLAN A3.041 Fig: 3643A304.pUJG ft.or ecue: 12' = I' -®' L.asr not: 5ep 01, 1998 2 i It 1 2 3 4 6 1 8 9 10 NOTES A 13 c D E G N STANDING SEAM METAL. ROOF STANDING SEAM METAL_ ROOF OFF RIDGE VENT 01F RIDGE ANT 5TANDING SEAM METAL. ROOF 12 51/2 STANDING SEAM METAL ROOF ■ � 'i '� ! I ..,1■�IIL�■■�■��I�n �l■■1■■■■ut.,.....,■/ ■■u."'rurli■li■i�iWllr,. -. ■ ! �1-I rr + �11 i ■ .•wM.....nr� �`� .■ ■ ICI\\�I ■ ■ i, , ' .. ,■ ■f�■■■1 _■■ ; ■ f. 11, ■■1 ■*■ ,■■ II■■ I ;t■ ��., I ■ II ■ i■■■I■■■ �1 ll t"Ism MEMOi■:��� i■■■+.��i1 N ■■i�. r� !■■■ `��. !■.�■��. r�.i +■■..���} .-.,', •,, � ■ r . ■: u ■■ p... ' .L.. ,. �■■�,■■■ '' ■■ '..I f +� ■ III I II I ■■■;L..i ' ■ ■■; .■■ '■■■; .j .■■■+ ���� I... � ■■ .■■ ■■■ L■. �� ��.I ■� I�N� ���� L. II.�� (�.� . I,=rN�l ���� I►=Rsl I_��.I :�aa — i..;.N�) ��Nl I(s.■! U. .��r�f� �a ..�I .. L..! '�..��.�� I.�■ ��� - _ ■I� . " ■■■L� I!■■. MMI '� I� �I' ;r, I, r i , I. Ire ■■■. ■■11 I r � ■ Ir .� • . iVi.�ll■■■ i .. 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ON Illllllll� ............ — — — .�Illlllllllllllll. — .,�IIIIIIIIIIIIIIIIIIIIIIillll — �._ ----- �IIIIIIIIIIIIIIIIIIIiIIlllll�_ — _ .Ilillllllllllllll. -- — = IIIIIIIIIII.IN_IIIillllll,. �• : y W ,, r 11 OWES Sm IM ■ �� �1 d3 1■ ■ ■ �■ ■■■1,►y•f ��...a ■�■ ■ lid,• rFo 1� ■ _ �—.�. ,i a i ire ■ i. ►!., - -NOON ■���i■■ .. ■ : ..,;■: i�i �ii ■•—a�— _...�..■ �.. s ,, ,,IMMIN NOMINEE _....=tea FZ EXTERI 3/3211 ::11-0. :varioN V 5UILI)ING TYPE r + u q ; 3/4 ~6UE3 FLOOR � 1,,EXT-ER.IO-R ELEVATION ING. TY N f5uILPING I KEY PLAN 0 ■ r ■ c1 um ■ Is ■ Rev. I No I Date Issue History el F'UGLEBERG KoCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 ir,' � fz CITE' '- ," s jo,i f J' i W E 5 T L A K EFKA APARTMENTS s:Nweo. FLORIDA _.. 3e43-e0 EXTERIOR ELEVATIONS BLIDG TYPES I d II A4.01 2 I 5 0 FIV-, 3643A4011)l.UG m-cr acA1.E: 12': 1'-0' LAW KOT: Sep 01, 1998 2 3 4 5 6 -I S 9 10 FJA C LpJ E >_ A N STANDING SEAM METAL. R00F jk 21'-51/2, mr SUB FLOOR 10'-8 3/4' mr 5UB FLOOR 21' -5 1/2 ° 5UE3 FLOOR 10'-S 3/411 5UE3 FLOOR 01F RAGE VENT LEVATION 'A' UILDING TYPE II OFF RIDGE VENT 8fi"�fT LOUVER 0',2ExTERIOR ELEVATION V 13UILDING. I =11-01 �lm.n mI I -! m ARCHED LOUVER Iftim[milmlll STANDING SEAM META. ROOF 12 1 5 1/2 Tn Iin I I 1111 I I I 11,0imp, on O STANDING SEAM METAL. R00F 12 151/2 BUILDING I KEY PLAN I ��u�uu�niim iwrrr�rrrr�[r 8 9 1 31'-51/2' TRU55 5RC3. TRU55 BRG. M TRU55 BRG. TRUSS BRG. M� W 1 SUB FLOOR �CP 10-8 3/4' 5UB FLOOR Q1 0'-0' FIN. rLR. RED. rel I�1 IN C I NOTES t 1 i f 1 f } f STANDING SEAM META. ROOF 12 1 5 1/2 Tn Iin I I 1111 I I I 11,0imp, on O STANDING SEAM METAL. R00F 12 151/2 BUILDING I KEY PLAN I ��u�uu�niim iwrrr�rrrr�[r 8 9 1 31'-51/2' TRU55 5RC3. TRU55 BRG. M TRU55 BRG. TRUSS BRG. M� W 1 SUB FLOOR �CP 10-8 3/4' 5UB FLOOR Q1 0'-0' FIN. rLR. RED. rel I�1 IN C I NOTES t 1 i f 1 f } f L0 0 Rev. Na Date Issue Hlstury F'UGLEBERG KOCH ARCHITECTS Orlwndo 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 ���8� -. ,• fir:"�;��#��� U1�5iL.AK� R FKA APAR1'MENiS v,b 6-26-95 SANFORD. FLORIDA Roy. 3643-00 EXTERIOR ELEVATION6 A4.02 E3L[)G. TYPE5 I 4 11 5 i FILi:[ 3643A402.DU16 rear SALE; 12': 1'- 0' tMT PLOT[ Sep 01, 1998 A B Ir A 1 45'-43.141 RIDGE HEIGHT 12 51/2 G � 311�51i2' TRU55 B I Ij /I i --- R Z W A'� .-- 21'-51/2' 5UB-FLOOR 'Ilk L 0 4 TRU55 BRG. o k I t � i� I I 10'-&3i4' OL �;iMM<r SUB -FLOOR � OLW TRU55 BRGV ----- ' - I— 0-1-��01 FIN. FLOOR REF,2 Y U-ILDING 5-E-G-TION THROUGHWAY �.i H a 5 6 7 S 9 10 NOTES DIVISION 3: CONCH 03300.P LIGHTWEIGHT CONCRETE DIVISION 4: MASONRY ti r 0 DIVISION 6: WOOD AND PLASTICS Q. - 06100.Q 2 x 6 WOOD FRAMING NN 1 /16' O.S.B. SHEATHING s ,RR 19/23' 0.5.B. SHEATHING ,ZZ BEAM. (SEE STRUCTURAL) 06200NN 5/4' x 6' TRIM ,RR 5/4' x 2' TRIM N C O V DIVISION 1: TI-115WAL, AND MOISTPROTECTION C 01110A BITUMINOUS SHEET WATERPROOFING 07311.A FIBERGLA55 SHINGLES N a .>3 *30 ASPHALT IMPREGNATED FELT lu 01460A CEMENTITIOU5 SIDING (SMOOTH) 0i600.A FLASHING 01620.Q CONTINUOUS ALUMINUM T-BAR N 01900.0 CAULK, CONTINUOUS DIVISION 9: FINISWO N 09255.E 5/S' M.R. GYPSUM WALLBOARD 0 GRAB. NOTES: V E 01. COLUMN SECTION SHOWN FOR REFERENCE PURPOSES ONLY AND DOES NOT INDICATE LOCATION Ol SAID COLUMN IN CONJUCTION WITH N BUILDING PLAN. REFER TO BUILDING PLANS. 4 V 0. T 01 O V y L C O V O G V O O. V •V N N L O c C R V d L 0, V r N O G U r V V 'C W F- S - U s _ LL H Rev. I No I Date Issue History FUGLEBERG KOCH ARCHITEC'I'S n m i ",v, of n ��J� 08. ... 5� a✓:1yv�vl,J FU�j �. FKA WE5ILAKE APARiMEN15 616-9pSANFORD. FLORIDA - . 3643-00 5XI)ING 5ECTION " 3 - STORY A4.05 CONDITION FIM 3643A405.DWG FLar BcALE: 12' 4 -0' IAT KOT: Sep 01, 1998 ra J 1 2 3 4 5 6 7 S 9 10 NOTES A Y G D E F � BUILDING� G 40'-4' OIL GE NEIGH 31'-5i1/2, RU66 f3RG. 21'-5ii2, OL Z-FLOOR 19'-83,a, OL RU66 BRG. /I i , r i r�" r r am am G 0 M P1 'M L t a s U O Y o� A V Li. 0 c n :n C O U C V v N V CZ X N w O .0 .j N C rl V O V N V V L O C V O U N C J �N J rn C U iJ J L tl CV Y tj V� C O V C O v N O C U O O 4 V �U y R 41 V t O C 0 0 Y U, �U t] N O� lL O N o. O L a n N V C C O IV O n 0 I h E V to I� n t- U U) H t) W F- :L Cr a -s v 0 x t� tr W m W A Rev. I No I Date Issue History ek FUGLEBERG KOCH ARCHYPECTS Orlando 2555 Temple Trail, Winter Park, fl. 32789 (407) 629-0595 CONpIlION 3 i 0 FILE: 3643A406.DUA rwr eca ii, 12' --1' -0' I_A5T FLOT: 66p 01,1998 1 2 3 4 5 A E3 A E 31' - TRUS6 BRG. C G D 21'-51iz A5.01 Sub -FLOOR 19'-83i4" TRUSS 5RC. l J > A-1 IN p5 rJ v A5.01 SU5-FLOOR A6-01 TRUSS BRG. F V1d1 H6 A6.01--, 0 Q�. q5 zo � A1.01 \ H5 0 1-01 PIN. FLOOR REF. Jl 11T. g 11' H9 Aha1 H BREEZEWAY 5TAIR 5ECTION - 2 5TOFRY (TYP-) 5 6 7 8 9 10 NOTES DIVISION 3• CONCRETE 03300B CONCRETE 5LAB. (SEE STRUCTURAL) 0 DIYISIQN 6: WOOD ANp MASTICB 06100.0 2 x 4 WOOD FRAMING 0 K 1/16' 0.5.5. WALL SHEATHING N r 06192A WOOD TRUSSES s 06200.1-1 2' x 2' WOOD TRIM MM 5/4' x 4' TRIM NN 5/4' x 6' TRIM .00 5/4' x 12' TRIM a .PP 5/4' x 2' TRIM N .QQ 5/4' x 6' TRIM - .YY WOOD POST. (SEE STRUCTURAL) .ZZ BEAM. (SEE STRUCTURAL) a s DIVISION 1: TWWAL AND MOUSE PROTECTION 01210A R-I1 GATT INSULATION r 01460A CEMENTITIOUS SIDING (SMOOTH) a 01620A FLASHING 01900.0 GAULK, CONTINUOUS a S DIVISION 9: EINISIO 09255A 1/2' GYPSUM WALLBOARD .D 5/8' GYPSUM WALL -BOARD El E 09300A WALL. TILE L_ DIVISION 15: MECH. 4 PLuM NG 15440.F BATH TUB 1 GENERAL NOTES: 01. INSTALL 40 MIL PEEL AND STICK FLASHING. 02. 1' PIA. PIPE RAILING TO PROVIDE DETECTABLE WARNING OF OVERHEAD HAZARDS FOR THE VISUALLY IMPAIRED ( REFER 4-01 ) 03. PLANT51-IEl_F 04. SOFFIT/HVAC CHASE 05. 8' x 6' PILASTER / DOWNSPOUT CHASE 06. DOWNSPOUT THRU SLAB. SEE FOUNDATION PLAN. ) L� 0 0 0 0 Rev. No Date Issue History H FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 W E 5 T L A K E — APARTMENTS 6ANFORZ). FLctIou 3643-00 STAIR 5ECTION5 AND A4.01 DETAIL5 HLE: 3643A401.DWG F.oT rAi-E: 12' =1' -0' i.asT KM. 5ep 01, 1998 'l 1 2 3 4 5 6 1 8 9 10 A 5 C D E F G �16UILDING SEGiION TNRU LIYINCs SPACE '41- l 1/40=1'-0° V A521 45'-41/1' J. T�1fl 0 C N In P NOTES DIVISION 3: CONCRETE 03300.P LIGHTWEIGHT CONCRETE DIVISION 4: MASONRY DIVISION 6: WOOD AND PLASTICS 06100.Q 2 x 6 WOOD FRAMING NN 1/16' 0.55.5HEATHING .RR 19/23' 0.5.B. SHEATHING �Z SEAM. (5EE STRUCTURAL) 06200NN 5/4' x 6' TRIM .RR 5/4' x 2' TRIM DIVISION 1: TI-ERIAL AND MOISTURE PROTECTION 01110.A f31TUMINOU6 6HEET WATERPROOFING 01311A F15ERGLA55 SHINGLES .5 #30 ASPHALT IMPREGNATED FELT 01460A CEMENTITIOUS SIDING; (SMOOTH) 01600A FLA6HING 01620.Q CONTINUOUS ALUMINUM T-BAR 01900.0 CAULK, CONTINUOUS DIVISION 9: EINISIk E6 09255-E 5/V M.R. GYPSUM WALLBOARD GENERAL NMS: 01. COLUMN SECTION SHOU.N FOR REFERENCE PURP06E6 ONLY AND DOES NOT INDICATE LOCATION OF SAID COLUMN IN CONJUCTION WITH BUILDING PLAN. REFER TO BUILDING PLANS. 0 A 0 A Rev. No pate Issue History 41 FUGLEBERG KOCH ARCHITECTS G OTI and o 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 H W E 5 T L A K EFKA aPaRrtMENrs a„ 6-26-98 SANPORp. FLORIDA f„j 3643-00 5ULDING 5ECTOIN 3 - 5TORY A4.00 CONDITION -I 2 I i V 643A405.DWG PLOTecALE: 12':I'-0' I_MTPLOT. Sep 01,1990 a_ 1 2 3 4 5 6 1 8 9 10 01311A 01311A ID� 2: SITEWORK NOTES _-- 02282A TERMITE CONTROL 01311.8 ID1311.8 �011g0.B -- 3: CONCRETE 0610011 12' 01210.0 12' m 121®.G 01460A 03310A FOOTING (5EE STRUCTURAL) A A G (o MIL VAPOR BARRIER 01311A 12 H THICKENED 5LAB (SEE STRUCTURAL) ` P LIGHTWEIGHT CONCRETECL 06192A [--8 03350A 3/4' GYPSUM CONCRETE TOPPING A�. 6100.J + ' 06100K -- 5: METALS 05220K MUD5ILL ANCHOR (SEE STRUCTURAL) Y 01210 B 600 1600 0121013 05 --- 04 6: WOOD AND PLASTIC$ 1' 06100A P.T. SILL PLATE 09255 G 09255 G 062ID0.E ID6200P K 1/16' 0.5B. SHEATHING 6200 6100.J - 6200 .L 3/4' 0.5.B. T 4 G 5U5 FLOORING 06100.P 06100.P - - -- M ROOF SHEATHING 0112 01120 0 P TOP PLATE 09255G 09255 .5 2x 5LOCKING A$ REQUIRED 01720.W - 01720.H U FIRE STOPPING 0121mA 01210A JJ HURRICANE STRAPS (SEE STUCTURAL) ONE HOUR FIRE RATED DOUR FIRE RATED - 09220.V - �- 2Z DEADER (SEE 5TUCTURAL) WALL (SBCCI CHAPTER 1) HU4LL (S190CI CHAPTER 1)- -_ 06192A PRF-FABRICATED WOOD TRUSSES V01460A 011908 (SEE STRUCTURAL) H04 TYPICAL ID11905 TYPICAL06100K .06200p 5/4 x 8 PRIID CEpAR FASCIA 55 I I/2" = 1'-0 11/2 10 � � .F 1 x 2 P.T. FASCIA TRIM N " - '- 6200.H .HH BA5E TRIM MM 5/4' X 4' TRIM ID1311A 01311A 06100K ID6192A 2 - NN 5/4' X 6' TRIM .00 2' X 12' TRIM 01311 B 0131I5 62IDO.HH ID119ID.B 01311A PP 5/4' X RIP TRIM E 0335IDA 06100K 1600 1: THEIRMAL AND MOISTURE PROTECTION N i 0610IDL ID-i311 B 01110.A BITUMINOU5 SHEET WATERPROOFING 06100M 06100K 06200E 011908 4 MIL VAPOR BARRIER 01210A R-I15ATT INSULATION C � 6z00 02 C ° __ _ B R-30 GATT INSULATION C INSULATION BAFFLE 06192A 01210.8 01120 01311A METAL ROOFING N QI ID6192A 0112ID H ID6I92A .B 15" A5HPHALT SATURATED FELT 092 5.A 06100.5 2 09255A 01210 B 01210.A 61 O.J ID1210B .B CEMENTITIOUS PANELING (SMOOTH) 09255K 09220.V 06100.P 01600A METAL FLASHING f - 01210.8 � ID6192A -_ .B VALLEY FLASHING .D DRIP EDGE FLASHING nnnnn �nn nnID9255 09255K 01620.Q ALUMINUM CONTINUOUS T-BAR W/DRIP EDGE 09255.H 09255.H 01120.G VENTILATED SOFFIT PANEL w _ -- --- .H SOFFIT PANEL CLIPS 09255 01900.8 SEALANT, CONTINUOUS _ _ ID4 09255 G 6 0 01190 5 ----- 9: FINIWE6 F 09255 '' � o _ - -- p 09220.Y EXTERIOR FINISH SYSTEM _ __ R R E p 09255.G _ 061IDID.0 ID9255.G HOUR FIRE RATED - ID610IDK _-- f ID9255A I/2' GYPSUM WALLBOARD 01210A ONE HOUR FIRE RATED _ FIRE RATED 04 01210A ONE HOUR FIRE RAfiED g 04 WALL (6=1 CHAPTER 1) -- 01210A ____.F 5/8' TYPE 'X' M.R. GYPSUM WALLBOARD WALL (%=1 CHAPTER 1) 04 WALL (SBCC1 CHAPTER 1)H WALL, (SBCCI CHAPTER 1G 5/8' TYPE 'X' GYPSUM WALLBOARD T 5TO /,� I I 14ePA15,11TION T 5T®I TT I C M I T I ON TYPICAL XT I O WA GA N 2- 5 I O y� 3 �,7T0 � COS! ITION A 5/8' TYPE 'C' GYPSUM WALLBOARD +°'� 1-1/2" = 1"-0 �� I I/2" = 1'-0 �� 1 1/2" - I' -ID �� I-1/2' = 1'-0 .J 5/8' TYPE 'C' M.R. GYPSUM WALLBOARD s 1 I/2 - I 0 K METAL FURRING CHANNEL - 06100K �„ NOBS -� 6200.NH 03350A 03350A - 2 6200.HH 01190.E 01460A 6200 01. SILL SEALER 6 00.H 02. 1 HR. FIRE5TOPPING - 2 LAYERS 5/8' TYPE 'X' vT ID3350A �,('--,,-� GYPSUM WALLBOARD TAPE AND SEAL 06100L ID61ID0L 6200.P lur�4�� ALL JOINTS PER SBCCI CHAPTER 1 03310.P 0610ID L 06192A 03. O.S.B. SHEAR WALL (SEE STRUCTURAL) U 01620.Q 01110A 01210.13 061ID0.5 04. REFER TO SHEETS AF601 - AE602 FOR FIRE i �06100.L E RATED A55EMBLIES E 09z20.V :' ' 09255E 0$. TRU55 HEEL- TO ALIGN 8:12 FASCIA WITH 01210A - 06192A 09255 G 02 4:12 FA6CIA. U 02 ID9255.G I I p3 --- - - --- ll E ID119ID.5 ID61IDID.0 UL �.528 I I E6 ID9255.G • 09255K 06192A I I HOUR ONE RATED 16IDID 06192.A 061ID0.P 09255.H 01210A 06100.5 ASSEMBLY 061ID0K 6200.0 01210.A U 06I92A � _- 06100K 09255j z 62IDID 09255K ` 0 UL #.528 09255.H 6200.HH 0331ID.P 0610ID.P 09255.H - r 06100.P --IEEE 03350A 01110A 0 W 06100.0 6200.Q 0121IDA ID9z55.G _ 09255.H F � J F 09255 1900 HOUR FIRE RATED FIRE RATED 09255K 06100 L � � to61 IL � WALL (6=1 CHAPTER 1) 04 WALL (SBCCI CHAPTER 1) 04 09255 G 1HOUR 1 IOUFLOOR.FDART-ITIONTY02 1 �� I C®N�---•--'� Rev. No Date Issue History 1 1/2" - I'-0 F3 1-112' = I'-0 UL N0. U341 � _ � " :1'-0 � � 11/2 1-0 1 1/2 �� HOUR FIRE RA ONE HOUR FIRE RATEDWALL �OW HM FIRE 1 ®4 03 - - _ (SBCCI CH 1) ONE HOUR FIRE RATED 04 WALL (6 3XI CHAPTER 1) 04 N1 04 5, 5, WALL (6BCCI CHA R 1) 4' 4' _ 5 01 _ - 01190.E 06192A ' 01210A 01210A 01210A 0925 K FUGLEBERG KOCH ARCHITECTS 09255.G [FljrH(-o'� I09255.G H6 09255.G 0922ID.Y '------ 092551C 06100K 16ID0 D3 06192A 6200.HH F6 0 620ID.NH F6 0 62ID0.H ID9255.H E6 0 G Orlando 09255.J ID6100,P - 2555 Temple Trail, Winter Park, FI. 32789 (07) 629-0595 061ID0A 061OO A- �- • � . ��- c=` � 01210.A 4,4 d' ° Q ° °•9 4: �� a. v 01A i 5 �.1'ttVal ° . 01110A ° b Q . a 44 <l .4 °.. 4 02282A - _ _ 02282A - _ _ ° 03310G ; ° .. 03310.P\\ �� pr. cK 0331ID - I=I = = 0331ID = I = I _ = 02282A 03310 / /��/�� APARTMENT 5 03310.H 03310.H / 3300A 02282A \\ `� /� /���\/\ / PA, 6-26-98 H VERIFY FOUNDATION SIZES �\ ,//;//,//�/\//�,//\//� N SANFORP. FLORIDA Roi. 3643-00 PER FOUNDATION PLANS 03310A �\\�`�\�\�\�`\�i\�\,\\���\! WALL 5ECTION5 OAD 13EARING "A L 6E!210N OAINCH WALL5ECTION TYPICALFOXATION WATEWROOFINGPETAILWAY CON -M AND A5.01 HIH3 1 I/2' - 1'-0 H5 1 1/2. - I'-0 Ni 3' = 1'-0 H J 1 1/2' = 1'-0 6w 1 I/2 - 1-0 DETAIL5 1 2 3 4 5 ( 1 8 9 10 FILE: 3643A501.DWG P.or wALz 12' - l' -O' LAOT FLOT: Sep 01,1998 � g g 2 4 10 3 5 6 NOTES • 3: CONCRETE — — — — - m3310.5 CONCRETF SLAB. (SEE STRUCT.) .P LIGHTWEIGHT CONCRETE A 11 TREADS g 11' �� METALS11 T Ap5 g II r� 05510A 12 X2 X 12 GA. STEEL STAIR STRINGER N µ4 03 ILI Abel - B CONCRETE STAIR TREAD5 c `'-- H4 m3 I Y I Abel Ab.01 05120A RAILING 5Y5TEM v' .B HANDRAIL DN ~� ! I Abel C WALL BRACKET c CL Ab 01 I cn i i i i ; ; cil i D POST o D I Fb Abel _ 1 I e E PICKETS 16 -4 � 1- ,� =1==� ---------- , 16'-4' 1 AbIDI A6�15 `� I i 50tTOM RAIL. _ — n ANCHOR PLATE N5 AbM ; I 1-8 A6M 4' 4'-0' 1 2 I/2' Ab�z 6'-11' 1' 4' 4'-0' 2 1/2 GUARD RAIL 6 — _ y Fb i _ — UP 1 6: WOOF AND PLASTICS 44I --- I Ab.IDI :s 061001 5/8' PLYWOOD K -1/16' 0.613. SHEATHING I I 13/4' 0.5.5. T 4 G SHEATHING 06192A PRE -FABRICATED WOOD TRU55E5 0 0 ----- 06200.P CONT. ALUMINUM T-BAR THEIRMAL t MOISIU;�E MTECTION 01110A BITUMINOUS SHEET WATERPROOFING 074605 CEMENTITIOUS PANELING (5M00TH) Tp 5TORY5TA!9�N-50UV�����t0�5TAIPLAN 2nd FLOOR TORY THREE 5STAIR PLAN - 3rOO Scale: 1/4' 1'-0 -0Scale: I/4' 1 C Scale: 1/4' I'-0 j 09255.F 5/8' TYPE 'X' M.R. GYPSUM WALL50ARD .J 5/8' TYPE 'C' M.R. WALL50ARD K METAL RESILIENT CHANNEL. -s CODE SECTION ALLOWING DELETION OF a HANDRAIL WHEN GUARDRAIL 15 USED... c 1001.5 HANDRAILS NOTES. 01.5.1 EXCEPTION .` �10 � EP 01. CONTRACTOR TO SU5MIT STAIR AND RAIL U mb 05120�4 SHOP DRAWINGS CERTIFYING COMPLIANCE WITH 20 2 APPLICABLE CODE REQUIREMENTS SIGNED AND '® SEALED 5Y AND ENGINEER REGISTERED u 05120.E i THE STATE OF FLORIDA. u-_._......................................: 05120,J p II a 02. REFER TO CIVIL OR LANDSCAPE SITE PLAN D FOR 51DEWALK LAYOUT LEADING TO STAIRS. A6 01 � 03. STAIR TOP RAILS SHALL RETURN TO WALL. M-01 DN 16 04. VERTICAL PICKET SPACING NOT TO EXCEED 41 o �' F1 n, TYPICAL. Ab�Z A501 0 05510.8 05. HAND RAIL WRAPS AROUND AT 50TTOM OF A6 01 `A �1 15 -.� STAIRS FOR A TOTAL OF 23' FROM LAST TREAD. �; 05510A 4 -11" 1 " A5�1 51M. 011l0A o 11 TREADS II' 4'-0' 06. 1 1/2' pIA. HANDRAIL. n n, ----- ---- 03310.P 01. 8 x 8 WOOD P05T Abel u; ---__ ------ r 06100.L I 2m0 05i2®� 2 08. 16 x 16 BRICK PIER NZ T09. TREL115 ABOYE FACE OF E 10. EpGE OF CONCRETE SLAB c WALL AT II. BRICK AND WOOD PILASTER II �___j I I 1�b0 BREEZEWAY 12. 112' THICK NEOPRENE PAD - CUT TO FIT. 3' 1012' I Ir� --- I --�— 06100K g 13. 1' DIA. STEEL PIPE RAILING TO PROYIDE E M192A I I/Z' 3'-0" 11/2' DETECTABLE WARNING OF OVERHEAD HAZARDS11 1 i 0�255 I I I FOR THE VISUALLY IMPAIRED (REFER A6.02) II oLj _ J o iJ o L UNG AT BALCONY 5TAR5ECTION 59EZEWAY o d ®® UNG A� AN INSScale: 1'5TO Y 6TAI AN 2n�,s ' = I'-0' Scale: I" = 1'-0' Scale: I/4' - I'-0 Scale: 1 0 w w J C7 F I I o I I o I I o 0 5120A 4' Ci/C Rev. No Date Issue History II � � 6200i� � 0512®� 11' MIN. 05120E 03310.P 05-120.� a 01110A 055l0A 11' MIN. I �r A05 C f m UP abm2 � Q 06100.E 7 el FUGLEBERG KOCH lARCHYFECTS Orlando \ 1 13 ,gbffj cn O �� \\ \� ` _ \ 2555 Temple Trail, Winter Park, A. 32759 (407) 629-0595 (� .. 4'-Il' I 15' -1' `� 0 12 05510.A 06{92 A ` 11 TREADS ,@ 11' _ CITY FACE OF 051206 MALL AT /� BREEZEWAY W 06100! 05510A 03310.E 5 T L A K E - II o 11/Z" 3'-0' 11/2' 11/2` 1900 05510.E A P A R T M E 5 Date 6-26-98 �} SANFORD. FLORIDA ftoj3643-00 H - FAR5ECTION � GROUNV FAIR �'�' IG� 5��41 5 C�'ION 5�'�I 5 C�'ION �}gTWO.,51"ORY 5TAI Al � — GRQUNPIEYE� 4 ' _ _ -STAIR H(O 5Ca1e: 1' = 1'-m' Q-5TAIR 5ca1e: 1'=1'-m l PLANS A(0.01 � 5Ca le. 1 - I m p /o � �� HI Scale: I/4' = I'-0 AND DETAILS 5 6 g g 10 FILE- 3643401 UU6 FLOT &C e: 12':: -0' LMT FLOTr 5ep 01,1996 2 3 � _ g 10 d 5 6 I C NOTES DIVISION 3: CONCRM 033005 CONCRETE 5LA5. (5VE 5TRUCTURAL) 3 V 1IYISION 4: MASONRY ti 04200.E BRICK .H BRICK TIE m .K BRICK 61LL ROWLOCK U .L BRICK 6OLDIER COUR5E U `C DIVISION 6: WOOD AND PLASTICS V v 06100.0 2 x 4 WOOD FRAMING L K 7/16' 0.5. 3. WALL 5HIEATHING v N C 06192.A WOOD TRU66E5 O V 06200.14 2' x 2' WOOD TRIM N .MM 5/4' x 4' TRIM N NN 5/4' x 6' TRIM v .00 5/4' x 12' TRIM .PP 5/4' x 2' TRIM s .QQ 5/4' x V TRIM C .YY WOOD P05T. (5EE 5TRUCTURAL) E 2Z BEAM. (5EE STRUCTURAL) U v N J Qy[SiON 1: TN RMAL AND M010PROTECTION t 01210,4 R-I1 BATT IN6ULATION .o 01243.A 5TUCC0 OVER PAPER BACKED U DIAMOND MESH LATH E U 01620.A FLA5HING 01900.0 CAULK, CONTINUOUS .v DIVISION 9: EINISI-IES C 09255.A 1/2' GYPSUM WALLBOARD a .D 5/8' GYPSUM WALLBOARD 09300.A WALL TILE 4 o c DIVISION 15: MECN. 4 KI,Ihl m c L v I544OF BATH TUB s c CNERAL NOTES• c ` 01. INSTALL 40 MIL PEEL AND 5TICK FLA5HING. c 02. 1' DIA. PIPE RAILING TO PROVIDE DETECTABLE c WARNING OF OVERHEAD HAZARD6 FOR THE 1 V16UALLY IMPAIRED l REFER A601 ) 03. PLANT5HELF 04. 50IFIT/HVAC CHA5E s 05. 8' x 6' PILA5TER / DOWNSPOUT CHA6E 06. DOWN 5POUT THRU 6LA5.5EE FOUNDATION PLAN 0 F 0 0 A A Rev. No Date Issue History 0 FUGLEBERG KUCH ARCHITECTS G OThrado 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 H W E 5 T L A K E APARiMENT S Pate 6-26-98 SANPORp, FLORIDA Roy 3643-00 StAIR SECTIONS AND A6.02 DETAIL5 FILE: 3643A602.DWG KOT : 12'-1'-0° I.A5TPLOT: 5ep 01, 199& I L 4 ro 1 Y iru 01210A 01210A r , -� . 0 I �S m9220.Y 09220.Y 09255A m92fifiA CONCRETE 01190b M55A 01190$ 3. -_-��-�� U A A 033105 CONCRETE SLAB - SEE STRUCTURAL. A m6iwL .P LIGHTWEIGHT CONCRETE 6: WOOD AND H A5TIC5 m922mv .•: I m�2Zm'Y 06100.0 2 x 4 WOOD FRAMING F 17 U m62mmY00( E 1/2' EXPAN61ON JOINT WITH 1/2' EXPANSION MATERIAL m62� 1, K 1116' 0.6.8. SHEATHING a, .Y P.T. I x 4 m922m.i' 00( 0922mp 01692A PRE -FABRICATED WOOD TRU55E5 - SEE STRUCTURAL. 06200GG 2 X 2 TRIM 03 03 V COLONIAL. MOLD TRIM U mazlln HH 2 X 6 TRIM 01 � .11 2 X 6 TRIM j 0 N 01900j3 1: THEM Al.. < MOISTLK PROTECTION iG P 0az11 c B 01110A BITUMINOUS SHEET WATERPROOFING MOB 0119013 4 MIL VAPOR BARRIER 08211.5 01210A R-13 BATT INSULATION j INTERIORI-FO N A / J�1"1 XT I® OO N Xt IO WIN OW HA(TY .) .B R-30 BATT INSULATION 33 3 ° =1' _ 0 0`1460.E HARDYPLANK BOARD 51D ING 3' - I -0 F STARTER STRIP y .G 6' WOOD TRIM 0922mP 0922mF' �3 A 8' WooD TRIM 6, 6, 01600A FLASHING 09255A 09255A m1190.6 - 01900B 011908 - m1900.19 01900.E SEALANT, CONTINUOUS 0 8: PM AND WINDM WOOLm9220.V 08211 C 09220.Y 08111D HOLLOW METAL DOOR FRAME mblmmx m6lmmx 082II A HOLLOW CORE WOOD DOOR. m8211 B c C 06200.V 062@0.Y � .B METAL CLAD DOOR G WOOD DOOR FRAME. ` 01210A 01210A ' .D BI-FOLD DOOR Y 0611013 THRE6140L1) 019008 = 0 _ 08211.0 FfNl6 N _� 09220� RAISEq STUCCO BAND �- 08211A 06100.0 G. PAPERBACKED METAL LATH 09255A mbzmmY 09z55A 06imm� M 'J' TRIM = N CONTROL JOINT NTERIOR HEAD -p' I I III PO® X I f ® DO J�1� XT I O W I� OW JAM PXPANgP POLYSTYRN lP5) SHAPE w .V EXTERIOR FIN16H 6Y5TEM �1 311=1'-0 P3 3"-1'-0 3'=1' -0 09255A 1/2' GYPSUM BOARD G 5/8' TYPE 'X' GYPSUM WALLBOARD 21 Q 08110� 03 D 09300.D MARBLE WINDOW 61LL ° _ 019m0.$ WfRAL NM6: ®1 $ 01, REFER TO BUILDING PLANS FOR GYPSUM 06100 C _ 02 M300D 08 WALLBOARD THICKNE66 AND RATING OF ALL 09255A 033108 09220.Y PARTIT10N5 Y U 02. 5ET THRESHOLD IN FULL BED OF 51LICONE m6zmm.v SEALANT LEVEL ENTRY DOORS 03. INSTALL 40 MIL PEEL 4 STICK FLASHING AT •� 4 ALL WINDOW HEAD, JAMB, AND 51LL TYPICAL 04. INSTALL 60 MIL. ELASTEROMERIC MEMBRANE s 4 ° G •Q' ° ° d Q •4' m8211C m1900B 05. 24 GAUGE GALV. L-METAL 4' x 6' 06. 26 GAUGE COUNTER FLA6HING 3' x 4' lmmx 01. 22 X 36 I NR RATED ATTIC ACCESS DOOR MILCOR MODEL #3210-036 U 09255A 08. SLOPE TO DRAIN. 09220 Y U V V 011wb vT INTER1,09OO JAM EXT .120OR TH 5N0LQ (15T FLU) Xt IO WIN OW 51 F5F1 3'o G`c 0 _ o `1 Q w ly m I � A WINDOW 5CHu DOOR SCHEDULE A L Wh.l,^►OW GLAZING FRAME I�MA'ivw � SYM50L DOOR FRAME FRAME HOUR WS � Rev. No Data Issue History TYPE MAT'L. WIDTH HEIGHTTYPE THICK MATT. HEAD JAM SILL I�OX1YK WIDTH HEIGHT THICK MAT'L MAT L HEAD JAMS I-E _ A 5H ALUM 3'-0' S'-0' 6f . - ALUM 6EE HEFT 1 a1 01 A 3'-0' 6'-8 13/4' MTL. WD. 1/A1.01 vATOI �5/A1m1 - 20 MIN LEVER HARDWARE a "NNG HNCE3s GR"D PLOOR B 5H ALUM 6'-0' 5'-0' 6G. - ALUM 5EE HEET -1.01 MULLED TOGETHER 02 A 2'-10" 6'-8 1 3/8' HC WE). PI/A121 F11A1�1 - - - - START 'B' STRIPS NERE- C 6H ALUM 8'-0' 5'-0' S.G. - ALUM 6EE HEET 7.01 MULLED TOGETHER 03 B 2'-8' 6'-8 1 3/8' HC WP. BI/A101 151/A101 - - - D SH ALUM 3'-0' 6'-4' SL. - ALUM 5EE HEET -121 04 D 6'-0 6'-6 13/4' - - PI/A1.01 FI/A101 - - - INACTIVE LEAF FIXED WINDOW FLANGE } E 5H ALUM 6'-0' 6'-4' S.G. - ALUM 5EE HEET A1.01 MULLED TOGETHER 05 E 8'-0' 7'-0' MTL MTL. - - - SEE NOTE 05 F1UGLEBERG KUCH ARCHITECTS F 6H ALUM 8'-0' 6'-4' S.G. - ALUM SEA OHEET 71.01 MULLED TOGETHER 06 F 3'-0' 6'-8 1 1/8' WD WD f31/A1.01 61/A1.01 - - - MIRRORED BI-FOLD 03 G G - - Orlando WOOD SHUTTER- 01WOB 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 PROVIDE BLK'G. A5 6HOWN IN THIS DETAIL APPLY IN ORDER STARTING AT BOTTOM OF WINDOW, OVERLAPPING MIN. 4' AS INDICATED,w ®�DE11:1E] 514 - 51NGLE HUNG, 5G - 51NGLE GLAZED, FX - FIXED m1900.8 � T - --- --- --- FIFIDD/ SUE 5 L A KE Ck APAi2TMENT5 II E El 1:1 �r pats 6-26-98 H 09255A 01210A • H SANI~ORD. FLORIDA- • 3643-00 �Q�. 5HUTTERAT WINDOW JAM 4 STICKDETAIL4) DOOR AND WINDOW I L.111 EE.-Effi. LL11 - - - - - - - 1- -NOTE: 01. DOORS #3 SHOULD BE ONE SINGLE LEAF LOUVRED, DOOR, SIDE HINGED WITH MAGNETIC CATCH p 02. ALL DOORS WITH BOTTOM RAIL 18' OR LE55 ABOVE FLOOR SHALL HAVE TEMPERED GLA56� 3'=1'-0J N.T.S. ��f 5 AND A B G D E F 03. ALL WINDOWS AND 51pELITE5 WITH 61LL IS" OR LE56 ABOVE FLOOR`SHALL HAVE TEMPERED GLA55 � � � � 5GHEPULE5 04. ALL DO R HARDWARE ON FIRST FLOOR UNITS 6H LL 5IE LEVER TYPE 2 3 4 5 (0 S 9 10 FILE: 3643A10LDWG PwT 8G Et 12':1'-0' LmT FwT: Sep 01,1995 AI BI C N E G I i 3 HEN ELEVATIONS - UNIT5 A2, E31 a GI 1 1 f3ATH 3/8" = 1'-0 e I !?IONS - UNIT A2 514 C1_ ;1-91 . i�,Atu �:i t:VAtln' A _ I NIT 91 BATH ELEVATIONS - UNIT Al HIAT�4RELEVATIONS - UNIT CI 1 11452.H 11452A - -- 12312D 12312A 12312.G \ ARE 4 L�f OPEN TO LIVE/DINE 12312A 11452.E 12312.0 15440A W I 10830A 10800�P7 all 154401 I 12312,4 1 . 13AIR 5ECTION - 3/4' = I'-0 1'-0 1 2 3 4 ' 6 a 0 I 45• 1'-4' im00M FIN15H 5CHEPULE ROOM NAME FLOOR BASE WALLS CEILING RIHMAW Li U > U ii f- I Q z -' u = ll m FOYER o O• •• O o 0 9'-0' 10'-0' 60LARIUM • O O Pn • • O O • 9'-0' 10'-0' UTILITY o• 0• • a o• 9'-®� 10'-0' LIVE/DINE • O O O • • O O • 9.0' 10'-0' GROWN MOULDING KITCHEN O • O O • • O O • 91-0' 10'-0' BEDRo0M5 • OO O O • • O O • 9'-0' 10'-0' BATH O O O • • • O • 9'-O' 10'-0' RUBBER BASE g TU85 W.l.c. FO O O O • • O O • 9'-0' 10'-0' SEE 1/4, SCALE PLAN5 FOR LOCATION OF DROP CEILING (50FFIT) FOR RVA.C. f PROVIDE SHEET VINYL FLOORING IN BATHROOMS ALL 5A THROOM5 (TYPICAL) NOTE: CEMENTITIOU5 TILE BACKER BOARD, DUROCK OR EQUAL, TYPICAL. BEHIND ALL CERAMIC TILE a TUB/SHOWER LOCATIONS 1L 2 6' 1-3' z -61 FILLER 11452.H I I RANGE W/ / v HOOD OR M/W O OCJU O 11452.0 F � Iz312A 2'-8' C5 Ir KITCHEN ELEVATION5 UNIT Al Hi 3/0' = I'-0 1 S 0 s IN NOTES 6: WOOD 40 PLASTICS 06100A P.T. PLATE .0 2 x 4 WOOD FRAMING 616' O.C. L .5 2 x BLOCKING A5 REQUIRED A 2 1: THEWAL t MOISTURE PROTECTION u 01210A R-I1 BATT INSULATION Y 3:1NISr�ES 09255A 1/2' GYPSUM WALLBOARD c .B 1/2' WATER RE5. GYP. WALLBOARD .G 5/8' TYPE 'X' GYPSUM WALLBOARD 09300.A WALL TILE v v c,. x 10: SPECIALTIES N 10800A TOILET PAPER DISPENSER 4 .B TOWN. BAR .0 SHOWER CURTAIN ROD .D MEDICINE CABINET .H 50AP D 15H N C 10530A MIRROR UNIT O �U e 11: EG�,IIP1"IENT v7 a .Wo 11452A RANGE .0 RFRIC�RATOR/FRI=�R .D FOOD WA5TE D15PO5AL a .1^ DISHWASHER �• A DUCTLE65 RANGE HOOD N ul 12: FdRIISHW-4 2 v z 12312A 5A5E CABINET D .B WALL CABINET .0 BAR COUNTERTOP o D COUNTERTOP, P05T FOWED, TYP. 15: MECHANICAL < PLMING a 0 15440A DOUBLE BOWL 51NK a p .B 51NK .0 WATER CL05ET F BATH TUB v .M WATER HEATER V u a .°s ul v y� W j C' �U 2 LEGEND: 2 x 8 BLOCKING IN WALL FOR FUTURE GRAB BARS NOTE: ALL INTERIOR FIN15HE5 5HALL BE A5 REQUIRED BY 513CC1-'94 EXIT5 AND EXIT ACCE55 TO BE CLA55 B OTHER 6PACE5 TO BE CLA55 C CJ L W_ Q 0 Y uj rr Cti J 1 r� Rev. No Date Issue History 3; IL "I'San F'UGLEBERG KUCI H ' 2555 Temple Trail. Winter Park, A. 7 9 (4 - 629— y PAloft 'ca s:�°�" is AV 5 T1 E#V -K T t4E 5 6 -2 Ma � N�`SAIFORD. ,. rip FORI�Ar jv rs moo,_ 3643-00 tb ra I V N5 4 Aa*.o "':ELRUT wmwwmwfi� FILE: 3643A801.DW6 I - or acnLE: 12' -1' -0' l.A6r tor: 56p 01, i - 00-669 11.00 Cardinal Core Cir .- 00-670 2100 Cardinal Core Cir 00-678 3100 Heron Lakes Dr 00-679 9100 Cardinal Core Cir 00-680 4100 Heron Lakes Dr 00-681 10100 Cardinal Corer Cir - - 00-682 1000 Cardinal Core Cir 00-683 5100 Cardinal Core Cir T - 00-684 6100 Cardinal Core Cir 00-685 6500 Cardinal Core Cir 00-686 7 100 Cardinal Cove Cir 00-682 8100 Cardinal Core Cir _ _ AqMP-&- VE CIA