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1000 Logan Heights Cir (a) for complex a_ - - - --- - - - - - - - _ - l W u 1 2 3 4 5 b-- 1. These plans have been prepared r the requirements of the C" of Sanford, Florida and 1 In t!J - - - O W!= = P P per q _ 11 - X: U the latest edition of the Florida Building Code. The work of all contractors shall comply with 22. Wherever they are not in conflict with those specifications, all materials hall be installed in low the requirements set forth in the aforementioned codes. No deviations from the work shown strict accordance with the manufacturer's written specifications. Where manufacturer's Q or reasonably implied shall be undertaken without the Architect's written consent a copy of recommended details are used the manufacturer shall be responsible for the performance of A R T M E N T S -1 . Nt = a which most be fled with the Construction Official. These drawings are in compliance with the their product and shall indemnify and save harmless the Owner, Architect and General L 0 G A N H E 1 G H T S A E Architects interpretation of applicable codes. It is assumed that when a building permit is Contractor in case of failure. 10 issued by the Building Official, that he has thoroughly examined the drawings and . - I- specifications according to the codes. Any changes, etc. made by any party during 23. The Contractor shag provide all labor to unload materials and equipment to be purchased - = � construction shag be done so at their sole responsibility directly by owner and delivered to the job site and for verifying quantities delivered. . w„ 2. No deviations from the work shown or reasonably implied shall be undertaken without the 24. The. Architect's site responsibilities are limited solely to the activities of the Architect and - , = 0. Architect's written consent, a copy of which will be filed with the construction official. its employees on site. These responsibilities shall not be inferred by any party to mean the ■ - R 11- 9 s U Architect has any responsibility for site safety. Safety on of about the site is the sole and "' H I ' - 3. These drawings incorporate all of the data given to the Architect by the Owner or Tenant exclusive responsibility of the Contractor atone. The Contractor's methods of performance, 1 0 0 0 L 11 a ` - = regardingexisting conditions, equipment, and furniture. The contractor and its sub superintendence rintendence of the Contractor`s employees, and sequencing of activities are the sole and ti./ % - �� Pe ' E W E contractors shag before ordering any materials or doing any work,.shall verify measurements, exclusive responsibility of the Contractor alone. The . Owner warrants that : 1) The - a iiim at the project and on time drawings and shaft be responsible far the correctness of such - Contractor's responsibilities have been made clear, 2) By .submission of a bid and _'�' measurements. No extra charges or cornpensatian. will be allowed an account of differences acceptance of a Contract, The Contractor agrees to defend, and hold Owner and Architect I o r d ' a 3 7 7, 3 .N o `'on III between actual dimensions and the dimensions indicated on the Drawings. An difference harmless from a claim or liability arising from Owner or Architects alleged failure to IF 5 that may be found shall be submitted to the Architect for resolution before proceeding with exercise site safety responsibility 3) by acceptance of a Contract and submission of bid v M Mo the work. Contractor is agreeing to name Owner and Architect as additional insured under Contractor's. - General Liability Policy 4) by acceptance of a. Contract for Construction and submission of a W r,� bio Contractor agrees to reimburse Architect for any and all costs and cost of time, expended% a 4. If a minor change in the work is found necessary due to actual field conditions, the in defense of any such claim. ' Q °' III Contractor shat{ submit detailed drawings of such departure for the. approval of the Architect - - ' � r- -9i prior to making any change. soil Contractor data provided by by submission nshall of a bid and acceptance of a contract that any 1 R A P N � C � � � T COMMON -AREAS Q ITsoil re data ravided the Owner shall not be cor�slttered to be all inclusive, armd ft is the LEVEL I A L T E i ` A T I O N � 3 6 0 f 1. 1 T U f , � S & S E 11 2 5. The exactness of grades, elevations, dimensions, or locations given on any drawings, or Contractor's responsibility to fully investigate site conditions as he determines necessary to l < LO II Q the work installed by any other. contractor, is. not guaranteed by the Architect or the Owner. verify that the work can be achieved as designed. In Is I-- The Contractor shag, therefore, satisfy itself to the accuracy of all grades, elevations, p 6' III dimensions, or locations. In all cases of interconnection with its work, with existing conditions 26. Large scale drawings shad take precedence over small scale drawings, figure dimensions (� H �T D - V 1 1 1 V , z or with other work, the Contractor shag verify at the site all dimensions relating to such on the drawings over scale dimensions and noted materials over graphic .representations, In - ii ° 0 existing or other work. The contractor shag promptly rectify any errors due to the the ll I event of an inconsistency in the Contract Documents, the inconsistency shall be resolved ti; °' X IIIContractor's failure to verify such grades, elevations dimensions, or locations without any in accordance with the following priorities: SHEET NO. TITLE W u- I r_ additional cost to the Owner. & a. Agreement between Owner and Architect G•-001 COVER SHEET W � j ch! 6. In the case of overlapping or conflicting requirements in the plans, specifications; bid b. The supplementary Conditions �> � I G-101 CODE DATA SHEET AND GENERAL LIFE SAFETY PLAN o documents, or otter design -related documents, the most stringent requirement (generally the c. The General. Conditions ti a o i a most costly) applies and will .be enforced, unless more detailed language written directly into - d. Between the specifications the more stringent requirement shall apply. III such documents dearly indicates that a less stringent requirement is acceptable, �4=F.B.C.F0 4 ACCESSIBLE TYPICAL DETAILS G-501 1 LS I 1 27. AN construction warranties and guarantees required under the contract shall be assigned'•< A-001 LEGEND, SPECIFICATIONS AND NOTES - z M I � 7. The Mechanical, Electrical, Plumbing, Sprinkler, Fre Protection and irrigation drawings are to the Owner with all .subcontractors and suppliers being responsible under such warranties I < - 1: 0 idiagrammatic only and are not intended to show the alignment, physical locations, or to the Owner and Contractor. A-002 LEGEND$, SPECIFICATION AND NOTES I . t � configurations of such work. Such work shag be installed without additional cost to the O M .r I Owner to clear all obstructions, permit proper clearances for the work of other trades, and 28. Fire Rated Assemblies: Construction descriptions specified as per tests conducted by D 0 1 AS -100 SITE PLAN KEY PLAN I ¢ present an orderly appearance where exposed. Prior to beginning such work the Contractor Underwriters Laboratory (U.1i shall be followed for each condition referenced. Refer to - � r1 shall prepare coordination drawings showing exact dimensions, alignment, physical location construction detail sheets for further dardficatton of construction methods. Rated assemblies J W ~ ~ z z . AS -101 SITE PLAN - SCOPE OF WORK &DETAILS >7c D and configuration of the Mechanical, Electrical, Plumbing, Sprinkler, Fire Protection and shall not vary from these specifications unless authorized in writing by the Building Official. £ - AS -102 SITE DETAIL - SCOPE OF WORK & DETAILS ` m- j o Irrigation installations and demonstrating. to the Architect's satisfaction that the installations W I Im comply with the requirements herein and with all codes and standards. 29. Penetrations: All penetrations shall be caulked by the subcontractor .performing that - - A -101A FIRST, SECOND &THIRD FLOOR PLANS BLDG Tl(PE I r �n W will c I ' aspect of the work, All penetrations that travel through fire walls or assembly walls either r Im �" 1. s B. Whenever a product is specified or shown by describing proprietary items, model numbers, horizontal or vertically must be fire caulked. Joints must be packed with approved fire ST, SE AA22o 173. i A -102B FIR SECOND & THIRD FLOOR PLANS BLDG TYPE It z catalog numbers, manufacturer, trade names, or similar reference, no substitutions may be cement. .Joints shall be kept as small .as possible not to exceed 118" on all sides. All � � � ST SECOND & THIRD FLOOR PLANS BLDG TYPE III I - 03C FIR L A 1 SEAL d' made unless accepted prior to execution of the Contract or if accepted as a change. in time subcontractors shag be responsible for seating their own penetrations. All methods of sealing '. s I iu work. When two or.more products are shown or specified, the Contractor has the option to penetrations shall be in accordance with tested standards for the adjacent rated construction. " - A-104 ROOF PLAN BLDG. 1, 11 & III WI ', ..IAM J. GALL EL AR0008440 ouse either of those shown or specified. = Y . A-201 ELEVATIONS BLDG. 1, 11 & III 9. In no event shall the Owner or Architect have control over, charge of or. any responsibility r A -401A STANDARD DEMO, FFHA & UFAS PLANS UNIT A �� ` z for the construction means, methods, techniques, sequences or procedures, or far the sa€ety O r precautions and programs in connection with the Work, not withstanding an of the rights and '\ . • • .. Cicf ii"- P P g YPERMIT # l 3 civ S' A -402B STANDARD DEMO, FFHA & UFAS PLANS UNIT B , .•c\ H Q u) authority granted the Owner in the Contract Documents. . U.1 0 � A -403C-1 STANDARD DEMO, FFHA UFAS PLANS UNIT C C ��F V � z 10: If during the course of the worts the Owner requires the Contractor to .keep a I ; C) a Superintendent at the Project Site then all instructions regarding clarifications or the _ A-�I03C-2 STANDARD DEMO,FFHA & UFAS PLANS UNIT C - �i L.- C) � performance of the work given to the Superintendent shall be considered notice of such PERMIT # � 0 y s / I f - w issues to the Contractor. ( A-404 STANDARD INTERIOR ELEVATIONS - KITCHEN 1/2BR-UNIT A&B ii 0154' r ti U 5 . 0 CO ' < A-405 FFHA INTERIOR ELEVATIONS - KITCHEN 1/2BR- UNIT A&B �G.: o - 11. Without prior approval of the Owner, the Contractor she# not permit any workers to use .•.. � . J W any existing facilities at the project site, inducting without limitation, lavatories, toilets, ry A-406 UFAS INTERIOR ELEVATIONS - KITCHEN 1/2BR- UNIT A&B ''`•r ... �,'r\ chw ¢ entrances and parking areas other than those designated by the Owner. Without limitation of �... W O any other provision of the Contract Documents, the Contractor shall use its bet efforts to - A-407 STANDARD INTERIOR ELEVATIONS - KITCHEN 3/BR - UNIT C A� � C1 cY comply with all rules and regulations promulgated by the Owner and Landlord (if applicable) - 2 � in connection with the .use and occupancy of the project site and the building, as amended PERMIT # I f - ch s fi A-�408 FFHA - INTERIOR ELEVATIONS - KITCHEN 3/BR UNIT C � RIAN P. HERBERT FL AR00154 ' �� ■ nn--- �� i ( LU III 0 from time to time. A-409 UFAS - INTERIOR ELEVATIONS - KITCHEN 3/BR - UNiT C �"""c"' ED f '' . 0 0 12. The Contractor shag conform to all codes, ordinances, and regulations having jurisdiction ., z I Therefore, 4 A-410 INTERIOR ELEVATIONS -BATHROOM -STANDARD & FFHA � to which shall take precedence over anything shown on these drawings. Th . e#ore, before the H i ¢ Z Contractor shall proceed with construction, he shag thoroughly familiarize himself with mai < :' A-411 INTERIOR ELEVATIONS - BATHROOM - UFAS UNITS �. + 1 g-1-�+ :f- I— PERMIT# civ �7 LOGAN HEIGHTS S only these plans and plans of others, but with all codes, ordinances, and regulations having ` _ M urisdiction over this r C j p oject and shall comply with the most stringent. The Contractors work , _� i A-001 ACCESSIBLE SHOVIiER DETAILS C APARTMENTS = 0 to be performed shall be governed by the abase and all work actually performed shall on the A-502 WALL TYPES •� p z basis of the above. f - A-503 ROOF DETAILS M 1.J 13. The intention of the documents is to provide for work complete in every dettail even C> IL though. every item involved may not be shown or mentioned in particular. - - . A-6301 DOOR & FINISH SCHEDULES AND DETAILS . w 14. The Contractor shag be held to provide all labor, materials, transportation, etc. necessary PERMIT # �� ` �� *- t DIVISION � 'tea .' A-602 WINDOW DETAILS a p° 2--- ANFORiD BUILDi;rl�r Dll � _ � s - w for the completion of the work intended to be shown and/or described and shall not avail --7- a -J himself of unintentional errors and/or omissions should such exist Ati ERi�IIT ISSUED SHALL RE CONSTRUED TO S>= A Y �,. 4 M-101 HVAC UNIT CHANGE OUT CRITERIA I LIC` NSE TO PROCEED WITH THE LNORK AND NOT AS ``fi� 1 '' x>: , . ��iii 10 L HEIGHTS 15. The Architect has not been retained the Owner for full service Contract Administration P," +THORi i Y TO VIOL?TE, CANGEL, ALTER OR JET g ` r..,. y AS{ iE AN`l OF THE PROVISIOtvS GF ThE TECHtui. AL s �� a z therefore any errors, inconsistencies, or omissions on these drawings or any .variations or E ; . H INDEX CIRC E F" Q ambiguities between these drawings and drawings by others, and actual site and COLE" S, NOR SHALL ISS OF A PERi�.A PR,_b Elv : v C z THE BUILDING OFFICIAL FROtit THEREAFTER C 6 o it construction conditions and/or requirements shall be brought to the attention of the Arc hited FORD ■ H U I7 R Uinit�G A CORRECTION OF ER^r.CRS {N PLAN'S, j„` n:c 7 r O , ^"JS OF THIS COD` It- z in writing and resolved and documented to the Contractor in writing before starting pPPIIT ��' �v 0,,, TRJ�TI�•�; C R 1GLATi ;+ w construction, otherwise the Contractor shall perform his work in accordance with the most - - v stringent notation or requirement to properly and functionally execute the work as part of the PROPERTY SCOPE OR WpRK OWNER contract. Any errors, omissions, or inconsistencies on these drawings and actual site and W 00 1. ALL LIGHTING FIXTURES IN THE UNITS WILL BE UPGRADED TO ENERGY EFFICIENT LED DEMOLITION: W I W construction conditions andtor requirements which could not be reasonabty .determined ARCHITECT c" (n before commencement of construction shall be brought to the attention of the Architect in H.U.D. PROJECT NUMBER : T.B.D. FIXTURES - 1 ll B1'gn 001%100N_ = writing before continuing with the work in question. GALLO HERBERT ARCHITECTS 2. ALL COMMON AREAS WILL BE UPGRADED TO ENERGY EFFICIENT LED FIXTURES REMOVAL OF EXISTING INTERIOR FINISHES AND FIXTURES AS SA -=GRD B�'- z z NOTED HEREIN TO PREPARE THE AREA FOR NEW UPGRADE. A p=R,J SSUED SyA�L *'� rU1` nRK I l ,OT `'� LU PERMIT # �- i/CG 1311 WEST NEWPORT CENTER DRIVE. SUITE A 3. ALL APARTMENT ELECTRICAL APPLIANCES WILL BE UPGRADED TO ENERGY STAR 16, These drawings do not contain complete specifications, details and information required E o.STRUF CEED'v'.'ITH IF'E `'�"� ads` i S R o - DEERFIELD BEACH, FLORIDA 33442 RATED APPLIANCES NSE o , �o for the total cxumpletian of the project. Additionally information shag be obtained from the } I } 0 L1 AUTHO TY TO VIOL II CACI- 7 , ALTER CH!?C' ¢ PH: 954 ls4-�3()o FAx: ss4 lg4-o3o1 PROJECT TEAM & SIGNATURE 3 RENOVATION: eq P c OF TF;E PROVISIONS OF 7' ,c T -LHS t i�l U .J owner and vendors regardingu ent to be used and shop drawings fabrication 4. TOILETS FIXTURES WILL BE REPLACED WITH MORE EFFICIENT LOW FLOW TOILETS U 5. EXISTING HVAC SYSTEMS WILL BE UPGRADED TO HIGHER EFFICIENCY SYSTEMS. 16 ASID` Ai ORS, .ASL ISSUAtdCE OF A PERtv;IT Pr,tV�NT ¢ specification. Technical competence shag be expected of the Contractor. The Contractor UPGRADES INCLUDING NEW KITCHEN CABINETS APPLIANCES GCS ' LU Ili shag be knowledgeable, skilled and professional and experienced and will use only skilled PERMIT # �� aU ( R /� �+ p MEMBER COMPANY NAME SIGNATUREfi1TLE/DATE THE GUil- 1,NG OFFI01' rRO:-fTFiERc'i QEF i � fD craftsmen on the project. The Contractor shall have the knowledge, skill and experience C�1 y , rxr% �R SEE LIGHT FIXTURES AND FINISHES AS NOTED HEREIN RE` Ul IN- A CoRRECTiota Ci= i THIS CODE z M necessary to complete this project in an expert and workmanlike manner using that E.T.C. COMPANIES LLC. ARCHITECT GALLO HERBERT ARCHITECTS 6. ALL EXTERNAL WINDOWS AND SLIDING DOORS WILL BE .REPLACED WITH DOUBLE - CON ? RUCTIO, i O � 4,JLPTiC� - z 0 information provided on these drawings, and those of others. 275 N. FRANKLIN TPKE. SUITE 3 - GENERAL. CONTRACTOR ETC COMPANIES. LLC GLAZED UNITS FURTHER IMPROVING THE BUILDING ENVELOPE'S INSULATION LEVELS MINOR PLUMBING WORK WILL BE REQUIRED FOR NF�W REVIStONS - RAMSEY, NEW JERSEY 07446 OWNER LOGAN HEIGHTS PRESERVATIN, LP 7. A SOLAR PV SYSTEM WILL BE INSTALLED ON THE ROOFS OF THE BUILDINGS TO FIXTURES HOOK UP g w No. Description Date Q_ 17, The Contractor agrees that he has carefully examined the site, and that from his awn PH; 201 825-8255 BONDING COMPANY GENERATE ELECTRICITY SERVING THE COMMON AREAS. ELECTRICAL WORK WILL BE REQUIRED FOR NEW LI H T = B g PERMIT#' % �' } i - 100% CD's 11-27-17 i,i M investigation, he has satisfied himself as to the nature and location of the work, the general FIXTURES. V) C9 and local conditions, and all matters which may in any way affect the work or its performance. a MORTGAGE COMPANY FURTHER REHAB WORK WILL INCLUDE, BUT NOT LIMITED TO: Z MINOR MECHANICAL WORK PERFORMED - REPLACEMENT OF OWNERIGC REVIEW 12-19-17 Z Contractor further agrees that commencement of the work will constitute a representation by SUPER v1slNc AREA 8. INTERIOR DOOR HARDWARE REPLACEMENT ON UFAS AND FFHA UNiTS CRL LETTER 2-f?5-17 f > Contractor that he has reviewed the Contract Documents; and to the best of his knowledge OWNER V N E R . UNITS WITH HIGHER SEER that the Contract Documents are sufficiently detailed and. complete to permit Contractor to 1} LOGAN HEIGHTS PRESERVATION, LP s. REPLACEMENT OF KITCHEN CABINETS/VANITIES determine all costs in order to complete the Project within the Contract Sum, and 2) to 595 MADISON AVE. # 601 REVIEW PROCESS � 10. REPLACEMENT OF KITCHEN COUNTERTOPS WITH LAMINATED UNITS NEW ROOFS THROUGHTOUT 1-0 r cl-0 complete the. work in a timely manner within the Contract Time in accordance with the 11. INSTALLATION OF RESILIENT VINYL FLOORING. r o NEW YORK, NY 100.22 . o r Construction Schedule. Contractor shall promptly inform Architect and Owner of any errors - - III p or discrepancies in the Contras# Dacurrsertts. By submission of a bid aim acceptance of a PERMIT # 1� ` y (� 3 REVIEW DAT ADDITIONAL EXTERNAL WlvoRlt WELL INCLUDE: h� contract the Contractor does warrant that the drawings and specifications are adequate as 12. PAINTING OF ALL EXTERIOR BUILDING WALLS WHERE WINDOWS ARE INSTALLED ;� drawn to produce the intended result No claim for any extra shall be allowed because of fume PROJECT DIRECTORY PRELIMINARY [}ESIGAi REVIEW SCOPE O WORK COIII alleged impossibilities in the production of the results specified or because of unintentional OWNER REVIEW PRICING 13. PARKING LOT SEAL COAT AND STRIPING z Q error or conflicts in the plans and specifications. B 3 IOD REVIEW SET 14. SIDEWALK AND PAVEMENT TRIP HAZARD REPAIRS B 6 _ III CO Kill FIRM COMMINTMENT i5. CLEANINGJREPi41RING QF ALL STORM DRAINAGE SYSTEMS TO ENSURE HIGHEST . 1 .. J .Z 18. The Contractor shag coordinate and adjust .as may be required, all his work and the work H u_D. FUdAI REVIEW EFFICIENCY OPERATION, r :. _. s ��,� ,.. ma of all ocher trades that are to perform services and/or supply materials for the Project / �( Y t.4 0 o PF�II!!li# / V �C1 �j 16. BUItSJING RE-ROOFINGIx ��y� �a x:: !N RQJEC7 STATUE .__ _ - _ _... -may r 's•'-„�x. iv _ ms's i. _ .. - G LU LU 19. All materials and equipment furnished for the project shalt be new unless otherwise r _, r; �.< . _ , , . _ ..,. :..0� , t-'�s,YYctt r,,y _S.. M''y _.- i- 5tt "_. - -`: ;..a£ =.r ... .:. x:':' 11 - r FLORIDA BUILDING CODE, BUILDING 5th. Edition FBC-B 2014 _: :wr r. specified, and all work shall be of good quality and free from faults and defects. A# work -• ,, .,,, :-,.,. , ,.. =, »». $ II g qY . C D _.., .. �. z ... jai tL rife v_ cFLORIDA BUILDING CODE, PLUMBING 5th. Edition FBC-P 2014 ACCESSIBILITY UPGRADES PER FLORIDA FINANCE HOUSING CORPORATION S r. :.. 3 . x n Fug: shag be guaranteed for one full year from the date of Certificate of Occupancy. A# _„ , „ ua y p cY ._.,. ,.., -, ,r,__. mow;, . =:. :__. ,;';,:�,_. :-,.__ r...,...- 9 ,,, . _ .... , <. l .. . Li LORIDA BUILDING CQDE, MECHANICAL 5th Edmtmon (FEC-hAj 2014 REQUIREMENTS FOR ALLOCATING TAX CREDITS RESOLUTION .• , y 7 .-�,_ � -- manufacturers warranties shag od in excess of the Contractors guarantee, i _ s r - ;; -.>a . FLORIDA BUILDING COQ ELECTRICAL 5th Edition C- 2014,-. T=... ' v. E}' (� a m t - - A r k. • : •_ DATE .' ::' Lu ;, :: rr� _ k �_ ;.: z tL' . : ,_ 19.UPGRADE 5 /o OF UNITS WILL BE TO FULL UFAS COMPATIBILITY INCLUDING.. tet_ ,-•..:=" _ c .> _ Qs3,,Tz.7_,<.s...,K,e_F K r ?'.,.. ,.:.:i"1 a. pa� �r q(�TtA LL F _.:ss. t...:`' -.�.,v fir• .. _. b. < «: a . . I' .: U 20. The General Contractor is required to provide and maintain bit fug force .du fire '. ., .,..s ,, z 7 - •, , :_ q p during a .. �, ., < :r, tart,. Y.._,, . ::OcKissrxrt.sig?-Si,.i€xuptrltia*5ta#eP+efia:r-;:,e c... _�.. i3. ._ ,: �T `' . ... �} n I 11a. APPROPRIATE CABINET AND SINK FIXTURES ,..,_ ,4,F :x -27-201 7 ....:.. d.... � - ..... ills-<. - u,.. i X-.' :. .» �Te.. .. , . .. .. .'b 'S....t,•:11..,... n... M.. -N- , , ' - rL' n r nstuan I fagowl a eaS and t0 the ll rescrbed t.3 the Owner as F ;:c = ,,., T ,, ; ;_ =- = s: �. _ . > .. .. _ _r. A _-- ,.:..-,. - F ..:�. . W cont act, i ce .n the rug r mits p y LORIDA BUILDING CODE, ACCESSIBILITY 5th. Edition (FBC-A) 2014 - r ,. _ - :. .;..:,.,.1s5 _.-�,_ ,} - iw--, -' _,z , p -. _ PERM a� _ _ _ _-^ ,.. . s( wn. a -_ Z IT#r..... :; --•-----_ .< ..,<: - ..,, ., „r. r. _ _ . , b. ROLL -1N SHOWEf25 r 44 . oil o d i a s UNIFORM FEDERAL ACCESSIBILITY STANDARDS FAS ::_..... ..... :•. .. f ... _ . ,.. R J `� f aws Pr pe y damage and bod ly injury, General Liabihty,Warkm n Compensation, Fire (U ) .,, .,, g .,� a. .z, - - t . „ � u.. _ ;. k . _ RQ EGT NUMBER b x. ^�'`=`- - _ •r't^`-`` i3�-� ..yrs. p r.:.. .. :, , i :,, "�''' - "-.: i. ...: • - . -.,; ._'-. ; ._.. ._x_ tilt.. ". ,.. .- .. d. :.7'r='a•z�=� �',T'"+ -:' JY' ...lir-.~ t CO and Theft, Contractual Nabi hold/harmless. insurance, Comprehensive Automobile Liability. , .. „ t ':< _.. ..:,, __ � � :_ .�. , �€ ....:... U dY a c. ADA HEIGHT TOILETS I# shall be the du of the Contractor to contact the Owner orcin the level of limits to be ,: -.. - :> - _ n r iiiii;O SUPPLEMENTS , AR %....::... • -, . 1 t.;.. _ -.::. 82-2 ■ - � _ _ ,.:-'-. d. LEVER TYPE HARDW E : -:... . ; __ _ .._. rovioed. An level of limits in the contract documents shag be considered a eneral . rte_. - ..__ . . .,_ :, t # .. ca h- P Y 9 w:-.:. «^ FLORIDA BUELDiN DE EXIST NG s.. - -� m - x7 G CO I BUILDING 5th. Edition (FBC-EB) 2014 EDITION- LEVEL 1 5,,.;,. _. �: , ,. =..... <- •:: - �. < ,_:; ¢ standard within the industry and shag not su eicede the Owner's uirements. _. , t , ..:_ �� I .. „�Y r,i. �� . _ e. ADA HEIGHT FIXTURE AND SWITCHES _-11-1111 � .. aY Pi � zA. �, R,.'�.d 1. .,,„ F ._:. %,,'1. ; SCALE FLORIDA IRE PREVENTION CODE (FFPC) Ed ., o K ._.. .. _ = . iu p F (FP ) 5th Edition 23. UPGRADE 2 /b OF THE UNITS TO INCLUDE HVI FEATURES 5_;,;. - :. ._i , ; c�, 21. Any changes to or deviations from these drawings shaft not be made without written N _ _ t f_, ; ; • . = AS v NATIONAL ELECTRICAL CODE FPA 74 2014 EDITION __ . �. <y..; ,_ ti.... ,. . r. SHOWN `� z 1 o tN ) (/ `r a. AUDIO VISUAL ALARM REMS ORNISTROBE � consent from the Architect. Changes to the plans b the Owner and Contractor shag be the �0 4 ,,:....._ _�__ _. •. r ,:.., (H ) _ - y:_- 1:z _c� P Y PERMIT#_, u 3. _ _ t R . b. VISUAL SMOKE DETECTORS > _. _.; f,..,.._._ _ _ ...,.... a< -a '. <. DRAWN BY z Z A responsibility o€ the persons making such changes. M, _ _. - ,. .:: � CHECKED BY �- .., `!-...,t,.�q ,z:.a.��3'E-r.�r.. ... ._:,:_, ,1�.$m?lsi`{3nit_:.>� _.-_:: _ •*:...x>:.- < :^-r:..<t. -. s. cn OCCUPANCY CLASSIFICATION RESIDENTIAL (R2) ..::. -<: ' 3 �... :.:..=: „_ [i"�. s< sat .,,., , -- - s-:^ _--.'::., ...... ...r� -- i, - ,...,. » i it, I'll_ : _ A_.:: - . •, c. DOORBELL AND VISUAL IGHT :., ., :.,..;x.'. s H3D _ s:.,. ti.,w< .�x,.�.:_ L �� BPH Lu TYPE OF CONSTRUCTION IIIA :._:...._ f Q W MAX. HEIGHT 5'-0 3 0, ,.:. ...,_,;-f.,�-,-:. i..:.. ,r-:x..,,,„.,„5..,.,,�. .. ............ ... _...:::' 35EgA =,a .. :: .,_.: r, -•-*.- _y. -....- ,Y •xa�• �t�^C' i s� .s .t..: (--- >- _, , ,_ ,m, n„ _ .. 24. REMAINDER OF FIRST FLOOR UNITS TO BE FFHA COVERED UNITS s tr _: - _ = DRAWING TCTLE 2 MAX. STORIES 3 r . , - - .:: ;_ _ --t y ¢ li $PRINKLERED NO r fi a11 .:' t �- _ :_. PERMIT HEIGHTMODtFICATIQN 544. NIA t �...,. ,r-: - ¢ p. ,, -3:c tk ^s �,, <p. - -= 3i. irr17 '_ "��. - 7� T+T Y r �� z 21i.= 2.�.,<. ,,.. :. .... . OFFI�� S ER SHEET m� xs W< - r%'' hr Ci.: x^`"'4p a,rxr.° ..... . . .:.... _Y,, .(;fi75iiz _ t a .tx*";z,e i_ } r.: , ' ;� ..p�,y� I GENERAL NOTES �_y._ .- U .-Mi-, I 00 .Al _ CODE REFERENCES PROJECT DATA PROPERTY SCOPE OF WORK LOCATION MAP i)RAWV{NGNUMBER 9 () ' - PERMIT # � � a 0 � t. A3it -- A4 A5 A6 U. 49 - - - .. -001 ¢� - ; �0 i I I 2 3 4 5 6- I - UJ va ur I:=Z oQ oW cr t3 oU) O �z 00 00: UJ mZ to 2,13 fl� QZ � F zO Cra CO 00 MZ _ Z W W W 0- U W 15 Ca. z� a wn `75 �S �a o a. 0 U N �O � a. a Wz 20 1�(a =3z <W 00 , LU W s� W fitz z UO WZ w0 Z0 =I0 2? A cc W W5<- aw 0� s�x �co 0� �O p 6 A Q VZ0 • ALL LIFE SAFETY COMONENTS ARE It INSPECTED BY A.H.J. AND MAINTAINE • G.C. TO MAINTAIN UNOBSTRUCTED A+ THROUGHOUT COURSE OF rrwQTM • NO CONSTRUCTION MATERIALS OR DEBRIS SHALL BE LEFT OR STORED IN CORRIDOR OR EGRESS PATH. • A WORKING FIRE EXTINGUISHER (ABC) SHALL BE PROVIDED IN EACH UNIT DURING CONSTRUCTION OF SUCH UNIT. • ALL EXIT SIGNS ARE EXISTING TO REMAIN AND SHALL BE TESTED MONTHLY DURING CONSTRUCTION. • SEE SKEET G-101 FOR LIFE SAFETY DIAGRAMS AND NOTE S LIFE SAFETY PLAN & NOTE. BUILDING CODE SUMMARY _-- Name of Project: LOGAN HEIGHTS APARTMENTS LIFE SAFETY SYSTEM REQUIREMENTS Address: 1000 LOGAN HEIGHTS CIRCLE, SANFORD Fl. Emergency Lighting: 0 No ■ Yes Proposed Use: RESIDENTIAL Exit Signs: ❑ No ■ Yes Owner or Authorized Agent, LOGAN HEIGHTS PRESERVATION, LP. Phone # 407-302-2263 Fire Alarm: ❑ No 9 Yes Owned By. 0 City/County ■ Private O State Smoke Detection Systems: ❑ No ■ .Yes Code Enforcement Jurisdiction: O.Clty SANFORD, FLORIDA ■ County SEMINOLE - Panic Hardware: ❑ No ■ Yes LEAD DESIGN PROFESSIONAL: BRIAN P. HERBERT DESIGNER FIRM LICENSE # PHONE # E-MAIL Architectural Gallo Herbert Architects AR0015474 954.794.0300 bherbert@ootloherbed.com Civil Electrical _ Fire Alarm _ Plumbing _ Mechanical Sprinlcgt Standpipe Structural _ Other YEAR EDITION OF CODE: 20.17 FLORIDA BUILDING CODE 6#h Ed. - 2417 FFPC/2016 NFPA 101 ❑ New Construction ■ Reno Ion (Existing Bldg.) IN Uplift' ❑ Alteration BUILDING DATA 2017 FBC El I Construction Type: ❑ ❑ I -B 011-A ❑ I1-6 ■ Ill -A ❑ Ill -B - ❑ IV ❑ V-A. ❑ V B I Corridor Dead Ends (Section 101.8.4). 20'-0" ALLOWED Mixed Construction: ❑ No ❑ Yes Types:- 2 Single Exits (Table 1021.2) Sprinklers: ■ No ❑ Yes ❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D 3 Common Path of Travel (Section 1014.3) 125-0" ALLOWED; 99 ACTUAL DISTANCE Standpipes: ■ Na 1=1 Yes Type: O I II III Ci. Wet ❑ Dry Fire District: ■ No ❑ Yes Building Height: 35 Feet3 Number of Stories. 3 0 Unlimited per - Mezzanine: ■ No O Yes High Rise: ■ No ❑ Yes Central Reference Sheet # (if provided) - Gross Building Area (sq. ft.): TOTAL BUILDING ALLOWABLE AREA Primary Occupancy: ❑ Assembly ❑ A-1 0. A-2 ❑ A-3 0 A-4 ❑ A-5 ❑ Bus' Ed f ❑ Fa EXIT WIDTH EXIT REQUIREMENTS NUMBER AND ARRANGEMENT OF EXITS (b) FLOOR, ROOM OR SPACE DESIGNATION MINIMUM2 NUMBER OF EXrTS TRAVEL DISTANCE ARRANGEMENTS MEANS OF EGRESS. (SECTION 1015.2) REQ'D SHOWN ON PLANS ALLOWABLE TRAVEL DISTANCE (TABLE 1016.2) ACTUAL TRAVEL DISTANCE SHOWN ON PLANS' MINIMUM REQUIRED DISTANCE BETWEEN DOORS ACTUAL DISTANCE SHOWN ON PLANS RESIDENTIAL (R-2) 2 5 200' 99-T N/A N/A. 1.005) (a=b)x c b. Single story building t = 300 percent Special Occupancy: - ❑ 509.2 ❑ 509..3 ❑ 509A ❑ 509.5 ❑ 509.6 - ❑ 509.7 ❑ 509.8 SQ. FT. (TABILE 1004.12) Mixed Occupancy: ■ No 0 Yes Separation:! Hr. Exception:,- UNIT (PDU) (Section 1008.1.1) STAIR LEVEL STAIR LEVEL a STAIR LEVEL the rotor required (Section 1005.1) construction, so determined, shat apply to the entire building. RESIDENTIAL (R-2) 88,000 200 0.30 0.20 132.00 88.00 Number of occupants is limited to four (4) and no public access. For each story, the area of the occupancy shall be such that the sum of the ratios of the actual Construction Type: ❑ ❑ I -B 011-A ❑ I1-6 ■ Ill -A ❑ Ill -B - ❑ IV ❑ V-A. ❑ V B I Corridor Dead Ends (Section 101.8.4). 20'-0" ALLOWED Mixed Construction: ❑ No ❑ Yes Types:- 2 Single Exits (Table 1021.2) Sprinklers: ■ No ❑ Yes ❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D 3 Common Path of Travel (Section 1014.3) 125-0" ALLOWED; 99 ACTUAL DISTANCE Standpipes: ■ Na 1=1 Yes Type: O I II III Ci. Wet ❑ Dry Fire District: ■ No ❑ Yes Building Height: 35 Feet3 Number of Stories. 3 0 Unlimited per - Mezzanine: ■ No O Yes High Rise: ■ No ❑ Yes Central Reference Sheet # (if provided) - Gross Building Area (sq. ft.): TOTAL BUILDING ALLOWABLE AREA Primary Occupancy: ❑ Assembly ❑ A-1 0. A-2 ❑ A-3 0 A-4 ❑ A-5 ❑ Bus' Ed f ❑ Fa EXIT WIDTH USE GROUP OR SPACE DESCRIPTION (a) (b) R EXIT WIDTH (in) r4P;.[ m -t61 1-3 Use Condition ❑ 1 ❑2 2 ❑ 3 ❑ 4 ❑ 5 1. EGRESS WIDTH PER REQ'D WIDTH occupancy load. Max occupant sign to be posted. See definition "AREA, GROSS" and "AREA, NET © Storage ❑ S-1 CIS -2 O High-piled(Section MALE AREAL) PER OCCUPANT (SECTION (Section 1005.1) ACTUAL_ WIDTH SHOWN ON PLANS Secondary Occupancy: AREA(l) O(,CUPANT 1.005) (a=b)x c b. Single story building t = 300 percent Special Occupancy: - ❑ 509.2 ❑ 509..3 ❑ 509A ❑ 509.5 ❑ 509.6 - ❑ 509.7 ❑ 509.8 SQ. FT. (TABILE 1004.12) Mixed Occupancy: ■ No 0 Yes Separation:! Hr. Exception:,- UNIT (PDU) (Section 1008.1.1) STAIR LEVEL STAIR LEVEL a STAIR LEVEL the rotor required (Section 1005.1) construction, so determined, shat apply to the entire building. RESIDENTIAL (R-2) 88,000 200 0.30 0.20 132.00 88.00 Number of occupants is limited to four (4) and no public access. For each story, the area of the occupancy shall be such that the sum of the ratios of the actual mess uca ion dory-lndustnal ❑ f-1 ❑ F-2 ❑ High-HazardO H -I ❑ H-2 ❑ H-3 ❑ H-4 ❑ H-5 WATER CLOSETS O Institutional 0 I-1 Q I-2 ❑ ❑ I-4 LAVATORIES BATHTUB UB 1-3 Use Condition ❑ 1 ❑2 2 ❑ 3 ❑ 4 ❑ 5 1. See Table 1!X34.1.1 to determine whether net or gross area is applicable. See 1004.2 for increased. ❑ Mercantile ❑Residential ❑ R-1 O R-2 ❑ R3 O R-4 occupancy load. Max occupant sign to be posted. See definition "AREA, GROSS" and "AREA, NET © Storage ❑ S-1 CIS -2 O High-piled(Section MALE 1002). ❑ Utility and.Miscelloneous ❑ Parking Garage C3, Open O Enclosed ❑ Repair 2 'The sprinkler increase per Section5Q6.3 is as follows: se per _ Secondary Occupancy: SINK a. Multi -story t =200 percent RESIDENTIAL 1 PER DWELLING b. Single story building t = 300 percent Special Occupancy: - ❑ 509.2 ❑ 509..3 ❑ 509A ❑ 509.5 ❑ 509.6 - ❑ 509.7 ❑ 509.8 3. Minimum stairway width (Section 1009.1); min. corridor width (Section 1016.2); min. door width Mixed Occupancy: ■ No 0 Yes Separation:! Hr. Exception:,- UNIT (PDU) (Section 1008.1.1) ❑ Non -Separated Mixed Occupancy (508.3.2) 4. Minimum width of exit passageway (Section 1020.2) The required t 5. q type of construction for the building shall be determined by applying the height and area The loss of one means of egress shcH not reduce the available capacity to less than 50 percent of limitations for each of the applicable occupancies to the entire building. The most restrictive. type of the rotor required (Section 1005.1) construction, so determined, shat apply to the entire building. 6 Assembly occupancies (Section 1024). 7.- Vertical accessibility is not required based on FBC Accessibility 2010: Section 201. 1.1 Exception 3. ❑ Separated Mixed Occupancy (508,3.3) - See below for area calculations Number of occupants is limited to four (4) and no public access. For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for .each use shall not exceed 1. Actual Area of Occupancy A + Actual Area of Occupancy M = < 1 Allowable Area of Occupancy A Allowable Area of Occupancy M + =<1 PLUMBING FIXTURES REQUIREMENTS WATER CLOSETS KITCHEN LAVATORIES BATHTUB UB OTHER USE - MALE FEMALE MALE FEMALE cLaTHES W R SINK SHOWER RESIDENTIAL 1 PER DWELLING 9 PDU 1 PER DWELLING 1 PER 20 REQUIRED UNIT (PDU) UNIT (PDU) 1 PDU DWELLING UNI'T'S PROVIDED 2 3 FBC 2017 BODE DATA V 5 R GENERAL PROJECT REQUIREMENTS 1. PROVIDE TERMITE PROTECTION AT ALL OPEN SLAB CUTS PRIOR TO RE -POURING. AT ALL NEW GRADE LEVEL SLABS. 2. REPAIR AND TREAT AREA WITH EVIDENCE OF TERMITE DAMAGE. 3. MANAGER TO PROVIDE PEST CONTROL DURING CONSTRUCTION AND AFTER C.O.ON A CONT. SERVICE BASIS. 4. VERTICAL WINDOW COVERINGS (P.V.C. WHITE) SHALL BE PROVIDED AT ALL WINDOWS. 5. EXISTING CABLE T.V. HOOKUPS PROVIDED IN EACH UNIT AND COMMUNITY ROOM. TO REMAIN 6. FULL SIZE RANGE / OVEN'S TO BE PROVIDED IN EACH UNIT. (ENERGY START RATED) ACCESSIBLE FEATURES _ 1. PRIMARY ENTRANCES DOORS SHALL HAVE A THRESHOLD WITH NO MORE THAN R2' RISE. 2. ALL DOOR HANDLES ON PRIMARY UNIT ENTRANCE DOORS AND INTERIOR DOORS MUST HAVE LEVER HARDWARE. 3. LEVER HANDLES ON ALL BATHROOM FAUCETS AND KITCHEN SINK FAUCETS. 4. MID POINT OF LIGHT SWITCHES AND THERMOSTATS SHALL NOT BE MORE THAN 48" ATT. S. CABINET DRAWER HANDLES AND DOOR HANDLES IN BATHROOM AND KITCHEN SHALL BE LEVER OR "D" TYPE PULLS THAT OPERATE EASILY WITH CLOSED FIST. 6, MIN.HT. FOR OUTLETS 15, GREEN BUILDING FEATURES - PROJECT REQUIREMENTS 1. LOW OR NO VOC PAINT.FOR ALL INTERIOR WALLS (LOW VOC MEANS 50 GRAMS PER LITER OR LESS FOR FLAT; 150 GRAMS PER LITER OR LESS FOR NON -FLAT PAINT). 2. LOW -FLOW WATER FIXTURES IN BATHROOMS - WATERSENSE LABELED PRODUCTS OR THE FOLLOWING SPECIFICATIONS: • FAUCETS: 1.5 GALLONS PER MINUTE OR LESS • SHOWERHEADS: 2.0 GALLONS PER MINUTE OR LESS 3. ENERGY STAR QUALIFIED REFRIGERATOR 04. N/A 5. N/A 6. CAULK, WEATHERSTRIP, OR OTHERWISE SEAL ALL HOLES, GAPS, CRACKS, PENETRATIONS, AND ELECTRICAL RECEPTACLES IN BUILDING. ENVELOPE; AND 7. SEAL, AND INSULATE ALL NEW OR EXPOSED HEATING AND COOLING SYSTEM DUCTS WITH MASTIC OR METAL BACKED TAPE APPLICANTS WHO SELECT HIGHER EFFICIENCY HVAC AS GREEN BUILDING FEATURES AT QUESTION 9.a OF EXHIBIT A MUST MEET OR EXCEED OR EXCEED THOSE STANDARDS, WHICH EXCEED THESE MINIMUM REQUIREMENTS. 9. ECO -FRIENDLY CABINETS 8. ENERGY STAR ROOFING 9. DAYLIGHT SENSORS FOR EXTERIOR LIGHTING 10. PHOTOVOLTAIC SOLAR PANEL UNDER SEPARATE PERMIT. SCOPE SHOWN HEREIN IS INTENDED TO DEMONSTRATE SCOPE AFFECTED IN OTHER TRADES. ADDITIONAL ACCESSIBILITY FEATURES. 1. HORIZONTAL GRAB BARS IN PLACE AROUND EACH TUB AND/OR SHOWER, THE INSTALLATION OF WHICH MEETS OR EXCEEDS 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, SECTION 609. IN ADDITION, THE FOLLOWING STANDARDS FOR GRAB BARS ARE REQUIRED. 2. BATHROOM / SHOWER COMBINATION WITHOUT A PERMANENT SEAT IS PROVIDED, GRAB BARS SHALL BE INSTALLED TO MEET OR EXCEED 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, SECTION 607.4.2. 3. ROLL -IN SHOWER IS PROVIDED, GRAB BARS SHALL BE INSTALLED TO MEET OR EXCEED 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, SECTION 608.3.2. 4. REINFORCED WALLS FOR FUTURE INSTALLATION OF HORIZONTAL GRAB BARS IN PLACE AROUND EACH TOILET, THE INSTALLATION OF WHICH MEETS OR EXCEEDS 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, SECTION 604.5.1 (SIDE WALL). 5. TOILETS THAT ARE 17-19 INCHES IN HEIGHT AS MEASURED FROM THE FINISHED FLOOR TO THE TOP OF THE TOILET SEAT. 6. ROLL-OUT SHELVING OR DRAWERS IN ALL BOTTOM BATHROOM VANITY CABINETS. 7. ADJUSTABLE SHELVING IN BEDROOM CLOSETS (MUST BE ADJUSTABLE BY RESIDENT), 8. IN AT LEAST ONE OF THE KITCHEN'S BOTTOM OR BASE CABINETS, THERE SHALL BE A LARGE DRAWER THAT HAS FULL EXTENSION DRAWER SLIDES. GREEN BUILDING FEATURES A2 PROJECT REQUIREMENTS 100.0 LOGAN HEIGHTS CIRCLE SANFORD, FL OWNER 01�j REVIS1oNS No. Description Date 110% CUS 11-2747 OWNERIGC REVIEW 12-1947 CRL LETTER 2-05-18 ROJECT STATU$ I C.D. DATE 11-27-2017 PROJECT NUMBER 82-2017 AS SHOWN !'� DRAWN BY CHECKED BY H3D BPH DRAWING TITLE CODE DATA SHEET G-101 A N U •w J 0 o `n IU t=a ty mac_ 6 � Lu Z 0O 0X uj tLl mV) I- Lu zD co H �LL oz O a 0 cc a0 Za �O Lu �O �w �ZZ Q " 6 �a Lu F" w CLo �dIt _ ig F- Lu 5; �It oa O O Ir 00a LUZ z a LL _ O© 0 LU lyw ca W LU w 4=-0 �a Z O aI= ca LuO zv =110 zZ w o� L �o • O coZ 0 ADJOINING SURFACE CURB RAMP, SLOPE- lsmin 14AS(IMlitul SLOPE •�3 `� •E . 4WI � � � � { � ( � ]2min�i i CENTERED ON n ALTERNATE {{} - {{ I! — 9k TACTILE CHARACTERS = sc V DOOR ��■■■ FLARED SIDES 3:t0 maxSLOPE m 4 max E E LOCATION 1Y2 min j 18min ]r p mmc 2D 111 4 msa� 4 - b"/. max { 4 max SLOPE — ss o (a) (b) {c} I ism— - — 0 low FRONT APPROACH, FRONT APPROACH, FRONT APPROACH, ff I j 1Y2min I 2Y. max PULL SIDE PUSH SIDE PUSH SIDE, DOOR I Y �• r ---'I AT LEAST AS WIDE APPROACH (a) �) PROVIDED WITH i TELEPHONES ADULT WALL HUNG ADULT FLOOR BOTH CLOSER AND X {�� WATER CLOSETS MOUNTED LATCH. WATER CLOSET F - � R X I � � E AND CHILDREN'S r e f WATER CLOSET M i ME NOT IN V E L_ i ss Q- o FIELPICTD 38 rr4n FMM 42 min INA, th �} �j ©{�� {d} {e} (t} © i�1 0 ,m REI`. SECTIONS 703.4,2, 703.6, 703.7 AND 704 REF. SECTIONS 604.8 REF. SECTIONS 505.5, 505.6 AND 505.7 REF. SECTIONS 406;2, 406.3 AND 406.4 HINGEAPPROACH, HINGE APPROACH, HINGE APPROACH, REF. SECTION 307 i . SIGNS l0CAJI0N & PICIOGRAZ AND TELEPHONES ACCESSIBLE TOILET COMPARTMENTS CIEWNCE, GIPPING S� RCE AND COBS SOON CURB RAMPS SLOPE, SIDES AND LANDINGS PULL SIDE PULS SIDE PUSH SIDE PROTRUDING OBJECTS ' � NOT TO SCALE E2 NOT TO SCALE NOT TO SCALE NOT TO SCALE - - I- �� NOT TO SCALE Q �� . w.n ED 3 e 24 min — 24 i _ min. 80 min 80 U. 64 Min 38 min r{ I -T `°t PROVIDED WITH PROVIDED WITH { (a) r- _'' _ 12 min 24 min 12 min Q C STRAIGHT BOTH CLOSER AND . CLOSER _ _ _ _ _ _ I 4i m� �' {b} z r LATCH s OF RAMP NOTES: CHANGE IN Ix_ - I min E i It f qm� >', Z M REFUGE '� I. MAXIMUM RAMP SLOPE SHALL BE 1:12 � ® E i r-- C AREA OF- 4 ( 2. MAXIMUM CROSS SLOPE: OF RAMP SHALL BE 1:48 DIRECTION I i c� SIDE ! 3. RAMPS WITH A RISE GREATER THAN 67 HALL HAVE a ! " I m - L_ _ _ _ _ _ _ 25 max !-- W - - HANDRAILS AND COMPLY VW SECTION 505 — '� m — '�-f-�—{- I a t 17-25 7-8 15 min 8 max 13 m i..� (a) {b} (a} (b) {a} {b} (C) 12 man 12 min ELEVATION PLAN ELEVATION PLAN Z D ---%frz - y , ` STAIRS RAMPS WALKING SURFACESXA LATCH APPROACH, LATCH APPROACH, n FIGURE 405.9.1 FIGURE 405.9.2 PUSH SIDE PUSH SIDE, DOOR eA EXTENDED FLOOR OR GROUND CURS OR BARRIER EDGE PROVIDED WITH AA226001731 SURFACE EDGE PROTECTION PROTECTION CLOSER sE,aL REI:. SECTIONS 703.2.5, 703.3.2 AND 703.4.1 REF, SECTIONS 604.5 AND 604.7 REF. SECTION 505.4 REF. SECTIONS 405.7 AND 405.9 REF. SECTION 404.2.4.1 REF. SECTION 306 WILLIAM ° FL AR SIGNS lE1TERING P0SI11aN AND INSTAILAIIaN -RAC:.� _ DI r GRAB BARSAND DISPENSERS HANDRAILS HEIGHT IANDINGSAND.E NDED[100kUfACE SWINGING DOORS AND GATES KNEE AND TOE CLEARANCE 1 NOT TO SCALE D2NOT TO SCALE D3NOT TO SCALE D4 NOT TO SCALE NOT TO SCALE NOT TO SCALE r. � low- � � -q.F474 Bo min 48 n� i RADIUS max 3wmax r -------i -- 5 t i i 1 • / 24.mkv L -I f J m i r epi ' 18 38 17.-79 - 1 I . / _ L 48 s2min 32 a 32 min I i I I (a} {b} �—--i--�----------� . 1334 min 131/a min 3s min O BRIAN P. HERBERT FL AR0015474 WHEELCHAIR ACCESSIBLE AMBULATORY ACCESSIBLE {a} (}�) � < RADIUS OF TREAD ANGLED WATER CLOSETS WATER CLOSETS — EDGE (TYPICAL) ' - --- 12 min \ 12 min PROJECT r '-'m! a Cn'P } RISER - CLEAR SPACE OR 17 max t1i m _ - T -SHAPED TURNING SPACE max ,max 1 48 min GROUNDSPACE LAGAN. HEIGHTS � � a i � Yz � C � � � f � � 48 min � HEIGHT AND DEPTH SPACING OF GRAB BARS E_ ` I e APARTMENTS OF URINALS �I► _ L_ - - � () (b) (c) x r i t j I 60 min (C) (d) HINGED DOOR SLIDING DOOR FOLDING DOOR i t CLEARANCE @ WATER OVERLAP F WATER CLOSETS CURVED BEVELED _-- -- --� CLOSETS IN RESIDENTIAL DWELLING NOSING NOSING 38 min eomin UNITS REF. SECTIONS 605 AND 609 REF. SECTIONS 604.2 AND 604.3 REF. SECTION 504.5. REF. SECTION 404.2=6 REF. SECTION 404,2.3 REF E . SECTIONS 304 AND 305 URINALS AND GRAB BARS WATER CLOSETS AND TOILE COMPARTMENTS STAIRWAYS — N OS I N GS DOORS IN SERIES AND GATES IN SERIES CLEAR WIDTH OF DOORWAYS TURNING SPACE- Cts ROOR OR GROUND SPACE 1000 LOGAN HEIGHTS NOT TO SCALE C3 NOT TO SCALE NOT TO SCALE C4 NOT TO SCALE C5 C 6 CIRCLE + pp� NOT TO SCALE NOT TO SCALE C I RG LE SANFORD, FL OER - F 3p rr► 5.max c X>8 J - Y� max 2 #1— 80 min 15 minIL A E 1 E £ Ys max �j m Q (a) e PULL SIDE v4 rnmc iz min j— V r —� 3537 X>8 ` E X>8 E E 5J. IDOMINANCDFTRAVf.1.REVISIONS t 1 32 m(n 42 min. 42 fin, 130 min. 36 min.N4. Description Date AMBULATORY j '�" 38 min. x<a8 Xus LONG DIMENSION PERPENDICULAR , WHEELCHAIR ACCESSIBLE I i - To DOMINANT DIRECTION OF TRAVEL B 100% C©S 11 27-17 TOILET. COMPARTMENT ACCESSIBLE a OWNER/GC REVIEW 12 -19 -it - TOILET COMPARTMENT PUSH SIDE PUSH SIDE, DOOR 180 DEGREE TURN 1.80 DEGREE TURN CRL LETTER PROVIDED WITH BOTH (EXCEPTION) PERMIT COMMENTS 6-44-18 Pini HOOF CLOSER AND LATCH Y2 REF. SECTIONS 604.8.1.6 AND 604.8.2 REF. SECTION'602.5 REF. SECTION 404.2.4.3 REF SECTION 403 REF. SECTIONS 302 AND 303 TOILET COMPARTMENTS IN NEW COOED DRINKING FOUNTAINS - SPOUT LOCATION - DOOR PEEP HOLE - UFAS UNITS CLEARANCES AT RECESSED DOORS AND GATES WALKING 62 B3 S NOR AND GROUND SURFACES - CHANGES IN LEU NOT TO SCALE NOT TO SCALE NOT TO SCALE B4 B 5 NOT TO SCALE NOT TO SCALE B NOT TO SCALE 12 min >20-25 msx ROJECT STATUS - - ]z min zo max CONVENTION DESCRIPTION P�WiNr ENGLISH ut�rs ON C.D. - r- — PARFIT]ON PARTITIONtlt 1 INCHES UNLESS OTHERWISE SPECIFIED) 8 rn�► 8 i ❑ ( I i ' 1 E Fl ' 1 DIMENSION FOR SMALL MEASUREMENTS E2ATE 3� { } - �- (b}-�` ----�OD -K4 33-36 DIMMIN" MAXIMUM ARANGE W,TH 11-27-2017 Er UNOBSTRUCTED n fn MINIMUM. PROJECT NUMBER 8 min 12 min � FRONT APPROACH SIDE APPROACH (a) (b} nuc MAXIMUM FIG 50OM H FORWARD REACH Q�-�O x � OBSTRUCTED NIGH GREATER THAN C} TOP AND BOTTOM. HANDRAIL s, 12, . f- _ — f— — — -, 17 FORWARD REACH < LESSTHAN OR EQUAL TO s m EXTENSION AT RAMPS (a) (b} {C} X I �22 min E E� 4 rt*rt S LESS THAN OR EQUAL TO SCALE A ELEVATION ELEVATION PLAN z4 * E µ E E ,_ _ _ _ BOUNDARY OF CLEAR FLOOR SPACE OR AS SHOWN ADULT CHILDREN X- -TREAD DEPTH / ' . -�� - - _ . _ MANEUVERING CI EARA@ICE (C) (d) ---� CENTERLINE A DRAVIR! BY CHECKED BY POCKET OR HINGE STOP OR LATCH 15mIn '�" APERMITTEDELEMENToftITS H3D • BPH APPROACH APPROACH 1e;"m` 10 max >laza max / r� EXTENSIO OF TRAVEL OR APPROACH ' FIG 505.10.2 FIG 505.10.3 UNOBSTRUCTED a b DRAWING TITLE TOP HANDRAIL BOTTOM HANDRAIL { } (} � A WALL, FLOOR, CEILING OR OTHER SIDE REACH OBSTRUCTED HIGH ELEMENT cur IN SECTION OR PLAN F.B.C. 2017) EXTENSION AT STAIRS EXTENSION AT STAIRS _ �y�T �� Fi FME� � .D SIDE REACH ;N: ELEVA M DR PLAN REF, SECTION 604.8.1.4 REF. SECTION 505.10 REF. SECTION 4CJ6.6 REF. SECTION -404.2. E LOCATION ZONE OF ELEMENT. CONTROL ACCESSIBLE 4.2 REF. SECTION 308 OR FEATURE TOILEICOMPARTMENT TOE CLEARANCE HANDRAIL EXTENSIONS DIAGONALCURB RAMPS DOORWAYS WITHO TDCONVENTIONTYPICAL DETAILS A 1 NOT TO SCALE A2 A Q d U DORS OR GATES R EA G H RANGES GRAPHIC FOR FIGURES I�RaG NIBI=R NOT TO SCALE NOT TO SCALE ' ` T NOT TO SCALE �� NOT TO SCALE' A6S � G-501. i 4 ' � a LANDING RAMP RUN ANGcl RAMP RUN LANDING o t91 ln#l4 HINGE APPROACH, LATCH APPROACH, LATCH APPROACH, PUSH SIDE, DOOR PULL SIDE PULL SIDE, DOOR L .R W LL. w Lu 64 Min 38 min r{ I -T `°t PROVIDED WITH PROVIDED WITH { (a) r- _'' _ 12 min 24 min 12 min Q C STRAIGHT BOTH CLOSER AND . CLOSER _ _ _ _ _ _ I 4i m� �' {b} z r LATCH s OF RAMP NOTES: CHANGE IN Ix_ - I min E i It f qm� >', Z M REFUGE '� I. MAXIMUM RAMP SLOPE SHALL BE 1:12 � ® E i r-- C AREA OF- 4 ( 2. MAXIMUM CROSS SLOPE: OF RAMP SHALL BE 1:48 DIRECTION I i c� SIDE ! 3. RAMPS WITH A RISE GREATER THAN 67 HALL HAVE a ! " I m - L_ _ _ _ _ _ _ 25 max !-- W - - HANDRAILS AND COMPLY VW SECTION 505 — '� m — '�-f-�—{- I a t 17-25 7-8 15 min 8 max 13 m i..� (a) {b} (a} (b) {a} {b} (C) 12 man 12 min ELEVATION PLAN ELEVATION PLAN Z D ---%frz - y , ` STAIRS RAMPS WALKING SURFACESXA LATCH APPROACH, LATCH APPROACH, n FIGURE 405.9.1 FIGURE 405.9.2 PUSH SIDE PUSH SIDE, DOOR eA EXTENDED FLOOR OR GROUND CURS OR BARRIER EDGE PROVIDED WITH AA226001731 SURFACE EDGE PROTECTION PROTECTION CLOSER sE,aL REI:. SECTIONS 703.2.5, 703.3.2 AND 703.4.1 REF, SECTIONS 604.5 AND 604.7 REF. SECTION 505.4 REF. SECTIONS 405.7 AND 405.9 REF. SECTION 404.2.4.1 REF. SECTION 306 WILLIAM ° FL AR SIGNS lE1TERING P0SI11aN AND INSTAILAIIaN -RAC:.� _ DI r GRAB BARSAND DISPENSERS HANDRAILS HEIGHT IANDINGSAND.E NDED[100kUfACE SWINGING DOORS AND GATES KNEE AND TOE CLEARANCE 1 NOT TO SCALE D2NOT TO SCALE D3NOT TO SCALE D4 NOT TO SCALE NOT TO SCALE NOT TO SCALE r. � low- � � -q.F474 Bo min 48 n� i RADIUS max 3wmax r -------i -- 5 t i i 1 • / 24.mkv L -I f J m i r epi ' 18 38 17.-79 - 1 I . / _ L 48 s2min 32 a 32 min I i I I (a} {b} �—--i--�----------� . 1334 min 131/a min 3s min O BRIAN P. HERBERT FL AR0015474 WHEELCHAIR ACCESSIBLE AMBULATORY ACCESSIBLE {a} (}�) � < RADIUS OF TREAD ANGLED WATER CLOSETS WATER CLOSETS — EDGE (TYPICAL) ' - --- 12 min \ 12 min PROJECT r '-'m! a Cn'P } RISER - CLEAR SPACE OR 17 max t1i m _ - T -SHAPED TURNING SPACE max ,max 1 48 min GROUNDSPACE LAGAN. HEIGHTS � � a i � Yz � C � � � f � � 48 min � HEIGHT AND DEPTH SPACING OF GRAB BARS E_ ` I e APARTMENTS OF URINALS �I► _ L_ - - � () (b) (c) x r i t j I 60 min (C) (d) HINGED DOOR SLIDING DOOR FOLDING DOOR i t CLEARANCE @ WATER OVERLAP F WATER CLOSETS CURVED BEVELED _-- -- --� CLOSETS IN RESIDENTIAL DWELLING NOSING NOSING 38 min eomin UNITS REF. SECTIONS 605 AND 609 REF. SECTIONS 604.2 AND 604.3 REF. SECTION 504.5. REF. SECTION 404.2=6 REF. SECTION 404,2.3 REF E . SECTIONS 304 AND 305 URINALS AND GRAB BARS WATER CLOSETS AND TOILE COMPARTMENTS STAIRWAYS — N OS I N GS DOORS IN SERIES AND GATES IN SERIES CLEAR WIDTH OF DOORWAYS TURNING SPACE- Cts ROOR OR GROUND SPACE 1000 LOGAN HEIGHTS NOT TO SCALE C3 NOT TO SCALE NOT TO SCALE C4 NOT TO SCALE C5 C 6 CIRCLE + pp� NOT TO SCALE NOT TO SCALE C I RG LE SANFORD, FL OER - F 3p rr► 5.max c X>8 J - Y� max 2 #1— 80 min 15 minIL A E 1 E £ Ys max �j m Q (a) e PULL SIDE v4 rnmc iz min j— V r —� 3537 X>8 ` E X>8 E E 5J. IDOMINANCDFTRAVf.1.REVISIONS t 1 32 m(n 42 min. 42 fin, 130 min. 36 min.N4. Description Date AMBULATORY j '�" 38 min. x<a8 Xus LONG DIMENSION PERPENDICULAR , WHEELCHAIR ACCESSIBLE I i - To DOMINANT DIRECTION OF TRAVEL B 100% C©S 11 27-17 TOILET. COMPARTMENT ACCESSIBLE a OWNER/GC REVIEW 12 -19 -it - TOILET COMPARTMENT PUSH SIDE PUSH SIDE, DOOR 180 DEGREE TURN 1.80 DEGREE TURN CRL LETTER PROVIDED WITH BOTH (EXCEPTION) PERMIT COMMENTS 6-44-18 Pini HOOF CLOSER AND LATCH Y2 REF. SECTIONS 604.8.1.6 AND 604.8.2 REF. SECTION'602.5 REF. SECTION 404.2.4.3 REF SECTION 403 REF. SECTIONS 302 AND 303 TOILET COMPARTMENTS IN NEW COOED DRINKING FOUNTAINS - SPOUT LOCATION - DOOR PEEP HOLE - UFAS UNITS CLEARANCES AT RECESSED DOORS AND GATES WALKING 62 B3 S NOR AND GROUND SURFACES - CHANGES IN LEU NOT TO SCALE NOT TO SCALE NOT TO SCALE B4 B 5 NOT TO SCALE NOT TO SCALE B NOT TO SCALE 12 min >20-25 msx ROJECT STATUS - - ]z min zo max CONVENTION DESCRIPTION P�WiNr ENGLISH ut�rs ON C.D. - r- — PARFIT]ON PARTITIONtlt 1 INCHES UNLESS OTHERWISE SPECIFIED) 8 rn�► 8 i ❑ ( I i ' 1 E Fl ' 1 DIMENSION FOR SMALL MEASUREMENTS E2ATE 3� { } - �- (b}-�` ----�OD -K4 33-36 DIMMIN" MAXIMUM ARANGE W,TH 11-27-2017 Er UNOBSTRUCTED n fn MINIMUM. PROJECT NUMBER 8 min 12 min � FRONT APPROACH SIDE APPROACH (a) (b} nuc MAXIMUM FIG 50OM H FORWARD REACH Q�-�O x � OBSTRUCTED NIGH GREATER THAN C} TOP AND BOTTOM. HANDRAIL s, 12, . f- _ — f— — — -, 17 FORWARD REACH < LESSTHAN OR EQUAL TO s m EXTENSION AT RAMPS (a) (b} {C} X I �22 min E E� 4 rt*rt S LESS THAN OR EQUAL TO SCALE A ELEVATION ELEVATION PLAN z4 * E µ E E ,_ _ _ _ BOUNDARY OF CLEAR FLOOR SPACE OR AS SHOWN ADULT CHILDREN X- -TREAD DEPTH / ' . -�� - - _ . _ MANEUVERING CI EARA@ICE (C) (d) ---� CENTERLINE A DRAVIR! BY CHECKED BY POCKET OR HINGE STOP OR LATCH 15mIn '�" APERMITTEDELEMENToftITS H3D • BPH APPROACH APPROACH 1e;"m` 10 max >laza max / r� EXTENSIO OF TRAVEL OR APPROACH ' FIG 505.10.2 FIG 505.10.3 UNOBSTRUCTED a b DRAWING TITLE TOP HANDRAIL BOTTOM HANDRAIL { } (} � A WALL, FLOOR, CEILING OR OTHER SIDE REACH OBSTRUCTED HIGH ELEMENT cur IN SECTION OR PLAN F.B.C. 2017) EXTENSION AT STAIRS EXTENSION AT STAIRS _ �y�T �� Fi FME� � .D SIDE REACH ;N: ELEVA M DR PLAN REF, SECTION 604.8.1.4 REF. SECTION 505.10 REF. SECTION 4CJ6.6 REF. SECTION -404.2. E LOCATION ZONE OF ELEMENT. CONTROL ACCESSIBLE 4.2 REF. SECTION 308 OR FEATURE TOILEICOMPARTMENT TOE CLEARANCE HANDRAIL EXTENSIONS DIAGONALCURB RAMPS DOORWAYS WITHO TDCONVENTIONTYPICAL DETAILS A 1 NOT TO SCALE A2 A Q d U DORS OR GATES R EA G H RANGES GRAPHIC FOR FIGURES I�RaG NIBI=R NOT TO SCALE NOT TO SCALE ' ` T NOT TO SCALE �� NOT TO SCALE' A6S � G-501. i 4 Hco W U 'oQ ti 0 0. a 0 U s 0 D L4 O z . cMi� -o M) a F z� vV � tC U S� u 00 o� ua mz m ,fiee p AW cl Lu u- c z8 c z LL. � 0 cc IL tu az �d U � �z z Z Lu 0 0 92(0 Lu z OR ILi Uo ui a� i=- B w0 uj 0 (a Q. O '0x U (� a. z N � �Z �w LLs a oul F_U � C3 Q C.9z U :Z wx U- ui 1-( o 0}.+c 1 0 Z o .Q 4 ~ Y I w NW i W z zo 1 2 R LL W �A, O. (1) E axe wo '�`g "ERICANA U Z pa Faar Plea L VQ, g l O i�NIMPRayED) err Or 1yA* J � O WTI 2 I P. co CL a `^ 19 own _j n A" I z cin HUNTINGTON. PROPERTY /4 \ o w e a "02 / I W & INVESTMENTS, INC.aaia 1 GOVERNMENT LOT .1 AIL "S's o I/ GOVERNMENT LOT 1 W;!R GOVERNMENT LOT 2 FUMD ZW.= =x' .. 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HES .� c Imo: -� ''9 N P0015474 �V 1 SRTAN4_ w_'9ERBERT FL AR0015474 PROJECT LOGAN HEIGHTS c APARTMENTS 1000 LOGAN HEIGHTS CIRCLE SANFORD, FL OWNER REVISION8 No. Description Date 100° CD`$ 11-27-17 OWNERIGC REVIEW 12-19-17 CRL LETTER 2-05-17 — ROJECT STATilS C.D. DATE 11-27-2017 OJECT NUMBER 82-2017 SCALE AS SHOWN A DRAWN BY CHECKED BY H3D BPH DRAWING TITLE SITE PLAN KEY PLAN_ AS -1 00 C a z vi �ULu as U 52 o� w4 00 w cc Ii 0 w ro o� Q LL I= OZ Q� z(L 0 age IL w 0 az z zz Lu 3�. 0 Cl N w w =F i zz w Cl CL uj� V)0 Io �o m 00. O * aa. � z v_LyZ -� Ili a oq w W oa: ui Iv W z 2 �Z O �Cl U0 Z JUz :0 wX Q tt� o� 4,. w g� w iE Co . O.VJ 00 aQ Z �Q VU GOVERNMENT LOT 1 2 3 5 b ACCESSIBLE SIGN PER . DETAIL E8 AS -102 CONCRETE WHEELSTOP SCOPE OF WORK 4" BLUE STRIP I.EXISTING ACCESSIBLE PATHTO PUBLIC RIGHT o OF WAY - PROVIDE ACCESSIBLE PATH 00 SIGNAGE. 2.PROVIDE CURB RAMP AND STRIPED CROSS E WALK PER DETAILS. B6 AND D6 AS -101 AT 3 i LOCATIONS o 4 M 3.RESTRIPE ACCESSIBLE PARKING SPACES PER 12'-0" Co o P" DETAIL E6/AS-101 Q p9� �� ° �* �La4D Z �- 4.EXISTING 4'-0" WIDE SIDEWALK FROM r 5 -0 t _ O a, Z©� A p _ EXISTING SIDEWALK TO PLAYGROUND AND ADA PARKING DETAIL � 3 ~ o l [fl E1 j I CA V VOLLEYBALL COURT PER DETAIL A6/AS-101 f j U �* NOT TO SCALE C w (7© FOOT PUBIC RIG �� D. , s' 5.PROVIDE LEVER�iARDWARE ON ACCESSIBLE (UN1MPRp p� HT OF WAY) 3: BATHROOM DOORS AT CLUBHOUSE w o RESTROOMS, MAIN ENTRY DOOR, REAR.,. L x aw es.4' „ 4 ENTRY DOOR AND INTERIOR DOORS AS w U � . 5 FT WIDE ACCESS AISLES ARE a SET 1/2" I.P. NEEDED. DIAGONALLY STRIPED AT45 wui LB 6226 r y -_ljm U DEGREES WITH 4" WIDE. SOLID (TYPICAL) / �' =_ 3 : m o 6. REINSTALL ADA COMPLIANT DUAL HTYELLOW STRIPPING. © o -ST-" t,,: Q . WATER COOLER AT EXISTING LOCATION - a� �, SERVICES ARE EXISTING Z ♦ ""`7. SEAL COAT AND RE -STRIPE ENTIRE PARKING s? " o b z - REFLECT ORIZED 4 BLUE H UN T!N G TON PROPERTY © s j j . LOT - UTILIZE DETAIL E6/AS-101 FOR STRIP IS TO BE TINTED TO D o &' !N VES T iiEN TS, INC. � f ACCESSIBLE SPACES AND CITY STANDARD MATCH SHADE 15180 OF J / / ' sir CO"M g f FEDERALSTANDARD595 •+ ~ 9X18 SPACE OF ALL OTHERS. z . � &PROVIDE ACCESSIBLE ROUTE TO DUMPSTER KI(tj � litn,° LONGITUDINAL MARNG IS ALSO A ENCLOSURE AND PROVIDE NEW LATCH AT T�rPICAL, AND AccEPTABLI=METHOD o GOVERNMENT L 0 T 2 �� / 3 � � FLOOD ZONE •X• » �, #p� MAX 46" A.F.G. - PER DETAIL Al & TO STRIPE THE CROSSWALK WITH 12" AA226E�1i 733 +» i r s` SPACING BETWEEN EACH STRIPE. WIDE SOLID WHITE STRIPING AND 24 sEAL s, A4/AS-102. WI AM J. GALLLO FL AR0008440 I 5 —0 "� I 3..EXISTING MAILBOXES TO BE DELINEATED. AS L L � - ACCESSIBLE FOR UNITS BELOW 54" A.F.G. - . CROSSWALK MARKING V AA MANAGEMENT SHALT. ENSURE THAT D6 ,�.� '° / ♦ ' s� % j� r r ' ACCESSIBLE UNITS RECEIVE MAIL BOXES AT NOT TO SCALE 3 / L„J a ACCESSIBLE HEIGHTS. _y 10 10, PROVIDE P -TRAP AND WATERLINE 3 REMOVE CURS IF EXISTING CONC. 8.3% MAX.Q*ft \ PROTECTION UNDER SINKS IN CLUBHOUSE 'R'' DOW ,;� �e ` z� t RESTROOMS. DRIVE 12" SLOPE AROOi5' •:C �YtEr , � 3 - zr pv 1 1" � i • �c Vto Zf a . y ri; > QN Q► '�r °AET a / ' 8.3% MAX. QflSITE PLAN NOTES FL I i SLOPE BR . ERT FLAR0015474 t PRaJEGT L D Z4�- N Y �. 1� VAN ACCESSIBLE PARKING: DESIGNATED " EXP. JOINT V EXP. JOINT N N j'"� N f w a v' ACCESSIBLE .PARKING STALL DESIGNED FOR VAN REMOVE ENTIRE CURB & REPLACE AS PART OF SIDEWALK LO VAN H E I G HTS +� �/ o Q � • - ACCESSIBILITY PER FBC ACCESSIBILITY CHAPTERS RAMP OR FOR EXISTING VALLEY GUTTER CURB - = c APARTMENTS � s �\ rJ zZ1 Qw 4B1.5. f ''� s; �, .... ZO a q DETECTABLE 8.3% MAX. SLOPE 4 �-• - --s*-- - -o =sF- ??o ,.3 ACCESSIBLE ROUTE: PROVIDE ACCESSIBLE ROUTE WARNING SURFACE 4 Q W o -, I* " ', . o \ 4 "" ►� FROM THE MUNICIPAL SIDEWALK TO THE SET 1/2I.P. ' \ rnt Z.) w � 4) LEASING OFFICE ENTRY AND TO POOL .DECK L8 6226 / CL d- (TYPICAL) $s ,,� AREA. COMPLIANCE MODIFICATIONS INCLUDE REMOVE TO AN EVEN '91 I f • � �\ a � � �? Yz" EXP. JOINT JOINT OR SAWCUT d /© �► r n t v o c CURB CUT AND STRIPING. b i ACCESSIBLE ROUTE: PROVIDE ACCESSIBLE ROUTE CURB RAMP.SECTION_1000 LOGAN h EIGHTS jj (� / 9 TO THE PLAYGROUND AREA AND A PORTION OF CCIRCLE / � r \ PARCEL ! © ( NOT TO SCALE CIRCLE \ 9fi7, 028.23 sq. ft. / ,, � �,. � / THE MAILBOXES, ACCESSIBLE WALKWAYS TO BE N / INSTALLED TO PROVIDE ACCESS TO THESE SANFORD FIuffN. 22.20 / C1 22.20 acres \ / AMENITIES. - OWNER / o Q.R.B. 3731 PAGES i09i-i0 5 ,�. � \ / DETECTABLE CONCRETE \O • $ �IEr r +r+ , >(% W EL- o �a - I - WARNING SURFACE SIDEWALK - 1/ , . ` s m t� - \ " .. , o+� s� 700- EXISTING $ s �' / \ 3 N CURB Av,IRAN& 'fir• ti / ,u'° d'`` +�' 1p lu„ O a� L_ r 6'p+ 0 / 3 stvRr 1E &ADAw •00 Q) C (} s g •�'"° O� . 3 + 0 ,� 1 �cr tr. REVISIONS (� : !/..' .... D eta S sw'o 8.3°!° MAX. SLOPE / \ ` /C, » D �. •g ,� w , \ 1L AII C-) CM WASH WA w / a :� > r � a / � ;y � \ q �� o: � � � � �� ON EXISTING �9�., _ 1 �, l E1OF .r. • AwH&rmM so O / a, s 3. +° Z to ^ e ( Q Q' Q) FACILITIES REMOVE & J1t} — — .. — ..._ — — — : s / i p ,moo � j � Q Q RECONSTRUCT CURB FLOW LINE Co — — ..�, ` �` —.-� —/~ 3 R , 0.6 ( * & PAVEMENT AS CN --ST•t r-/ r NECESSARY CURB RAMP DETAIL A C4 w z 2 i L }D M! f S !° °IMF / , — _ ( B 6 . NOT TO SCALE �W MAL Cw rkr. 0 m ►fi'''r `� fer � % i� Nov PARTIAL !1 PLAN SCOPE OR ■ Mw 3 (� ,�� / t \ N t_v PROJECTSTAT " 6X6-WI.4XIA C.D. P sew / �• j t w 4 GRAVEL . W COMPACT FILL REINF. AT GATE »+ • /,,, c ' # PAVEMENT MID _ qtr 12 DEPTH �\ it p Q a x ' 1-27-2.017 AS"jKt N W ray •9' °3 . armor sioP , U � � PROD€C f NUMBER• .... 3 sraeY r� n 2°k SLOPE MAX. 8G-2017 MATCH LINE Al/AS-102 2 O VIM ow In 000 PSI CONCRETEDRIVEWAYS. R• ■ ■ TOOLED TRANSVERSE & LONGITUDINAL• i i u 1' • EXPANSION i 1 O.C. SIDEWALK DETAIL - A6 . 3W =Y-0" 0 3' i �I.lyd{ 'A SCALE AS SHOWN. A DE2AINN BY CHECKED. BY H3D SPH DRAWING TITLE SITE PLAN & COMMON AREA - SCOPE OF WORK DRANNG NUMBER AS -101 CE) m it W x O 0 t - z O U Z W. cc O a W x F- 5 O Z O W J O p_Z tt,l co O U S2 C3 c 2 . W OW co U pw ui aw Ix L)0 acoo 0. Z �a 00 �a �Z w0 �mu�i zO �w caLL zO O Z a i - OCL LL- O w a uj -J 0 it _ m� �a U 0 F 0 W w w 2 Z QLq LU 0 U ��- W C3 Y < 0 0) O LU aFW cry O sZ 1-25 wj �� O IL 0 LLI� =0 * tL a wZ z0 W UZ to w Q � w WO �n ca 4 03 z WO �V z � C9 z2 0p w �d� w iz O.w W O t/3 0 0 O s E.. 59 a t- cr� Z �O. . U wv i cQ12 Lu T z U ow PART 1.0 - GENERAL 1.01 GENERAL DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE LATEST EDITION CIAWITH ALL REVISIONS AND ERRATA'S APPLICABLE TO THE JURISDICTION _ OF WHICH. R IS BEING CONSTRUCTED IN. O w 1.02 THE GENERAL CONTRACTOR AS MENTIONED HEREIN, IS DEFINED AS THE ENTITY TO WHICH HAS THE CONTRACTUAL AGREEMENT WITH O THE OWNER FOR THE FULL CONSTRUCTION OF THE PROJECT. AND WHICH INCLUDES ANY AND ALL OTHER PARTIES CONTRACTUALLY E OBLIGATED TO THE GENERAL CONTRACTOR TO COMPLETE THIS PROJECT. U 1.03 THE CONTRACT DOCUMENTS ARE DESIGNED IN ACCORDANCE WITH ALL GOVERNING CODES, REGULATIONS, CITIES, MUNICIPALITIES AND BUILDING OFFICIALS HAVING JURISDICTION. THE GENERAL CONTRACTOR SHALL CONSTRUCT AND BE RESPONSIBLE FOR THE w BUILDING AND ALL RELATED SITE WORK. THE CONTRACTOR SHALL COORDINATE WORK WITH EACH APPROPRIATE TRADE DISCIPLINE TO uj ASSURE NO CONFLICT OR OMISSION OF ANY REQUIRED OR SPECIFIED COMPONENT FOR A COMPLETE AND FUNCTIONAL PROJECT. 1.04 BEFORE COMMENCEMENT OF ANY WORK THE SITE, THE GENERAL Z CONTRACTOR SHALL BE FAMILIAR WITH ALL THE CONDITIONS OF THIS L PROJECT, THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE VARIOUS DRAWINGS AND OTHER CONTRACT DOCUMENTS RELATIVE TO THE PORTION OF THE WOW AS WELL AS ANY z . INFORMATION FURNISHED BY THE OWNER. THE GENERAL CONTRACTOR SHALL TAKE FIELD MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THAT PORTION OF THE WORK AND SHALL 0 OBSERVE ANY CONDITION AT THE SITE AFFECTING IT. THESE a OBLIGATIONS ARE FOR THE - PURPOSE OF FACILITATING CONSTRUCTION BY THE CONTRACTOR AND ARE NOT FOR THE ~ PURPOSE OF DISCOVERING ERRORS, OMISSIONS, AND INCONSISTENCIES IN. THE CON'T'RACT DOCUMENTS; HOWEVER ANY ERRORS, INCONSISTENCIES OR OMISSIONS FOUND BY THE GENERAL CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. o�c WHERE THE CONTRACTOR ELECTS NOT TO VERIFY DIMENSIONS PRIOR a _ TO COMMENCEMENT OF ANY WORK OR NOTIFY THE ARCHITECT OF .RECORD OR THE OWNER OF ANY DISCREPANCIES, THE GENERAL o D CONTRACTOR WILL ASSUME ANY AND ALL LIABILITIES FOR ANY AND ui ALL CORRECTIONS, REPLACEMENTS AND LABOR TO MAKE-WORK ORK IN ACCORDANCE TO CONTRACT DOCUMENTS. 1.05 GENERAL CONTRACTOR TO PROVIDE ALL REQUIRED OR Lu0 NECESSARY MATERIALS,- EQUIPMENT OR COMPONENTS NECESSARY FOR A COMPLETE AND FULLY OPERATIONAL INSTALLATION, INCLUDING ALL OBVIOUSLY NECESSARY ITEMS EVEN THOUGH SUCH ITEMS ARE NOT INDICATED WITHIN THE CONSTRUCTION DOCUMENTS. ALL CONSTRUCTION METHODS, MATERIALS, ETC. SHALL MEET OR EXCEED ANY AND ALL APPLICABLE BUILDING CODES, STANDARDS AND OR 0 w ORDINANCES. v* U - t7- ¢1.06 IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR o w TO BID. AND BUILD FROM THE MOST UP-TO-DATE AND COMPLETE SET +� v OF CONSTRUCTION DOCUMENTS. THE RELEASE AND USE OF PARTIAL CO SETS OF CONSTRUCTION DOCUMENTS DURING BIDDING 'ANDIOR CONSTRUCTION SHALL NOT RELIEVE THE GENERAL CONTRACTOR OF � zd HIS/HER RESPONSIBILITY FOR HIS/HER WORK OR THE COORDINATION OF R WITH WNORK.BY ALL TRADES. 0 w 1.07 WRITTEN DIMENSIONS GOVERN. DO NOT SCALE DRAWINGS. IF REQUIRED . DIMENSIONS ARE NOT INDICATED OR DIMENSIONS Lu CO 0 CONFLICT OR SEEM TO BE .IN ERROR, PROMPTLY NOTIFY THE z o ARCHITECT FOR RESOLUTION. w 1.08 - IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL HIS/HER FORCES TO BE AWARE OF ALL COMMENTS MADE BY THE p: JURISDICTIONAL BUILDING DEPARTMENT UPON THE OFFICIAL SIGNED o z AND SEALED CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR SHALL MAINTAIN A PROJECT FIELD SET AND SHALL. f INCORPORATE ALL APPROVED CHANGES WITHIN THE SCOPE OF WORK. o IT SHALL ALSO BE THE - RESPONSIBILITY OF THE GENERAL go CONTRACTOR TO NOTIFY . THE ARCHITECT OF ANY AND. ALL FIELD w� 4� zSPECIFICATIONS clo z �z z LuQQ U it: o° CO w w w zz Q ie W i - z 0.w t j I"- B -isz Lu0 2. j CHANGES ORDERED BY THE: JURISDICTIONAL INSPECTORS. THE 1.15 WORK SHALL NOT COMMENCE WITHOUT RELATED. SHOP GENERAL CONTRACTOR SHALL COORDINATE WORK REQUIRED BY .DRAWINGS ANDIOR SUBMITTALS BEING APPROVED. THE GENERAL THESE DOCUMENTS WITH ALL APPLICABLE TRADES INCLUDING AND CONTRACTOR BEARS RESPONSIBILITY OF ALL COSTS IF CHANGES ARE NOT LIMITED -TO MECHANICAL, PLUMBING AND ELECTRICAL REQUIRED OF WORK THAT HAS BEEN PERFORMED WITHOUT PRIOR DISCIPLINES. REVIEW AND APPROVAL OF SHOP DRAWINGS ANDIOR SUBMITTALS. 1.09 STANDARDS CITED HEREIN; THE CODES, .SPECIFICATIONS AND 1.16 ALL MATERIALS SHALL BE NEW, FREE OF ALL DEFECTS AND OTHER STANDARDS NOTED AND CITED IN THESE CONTRACT SUITABLE FOR THE INTENDED USE AND INSTALLED IN ACCORDANCE DOCUMENT AS PRODUCED BY THE ARCHITECT AND HIS CONSULTANTS WITH MANUFACTURERS REQUIREMENTS AND INDUSTRY STANDARDS.' ARE HEREIN INCORPORATED AS IF FULLY SET FORTH IN DOCUMENT. SANITARY THESE NOTES PROVIDE SUPPLEMENTAL INFORMATION NECESSARY 1.17 THE GENERAL CONTRACTOR SHALL PREPARE AND MAINTAIN FOR THE APPLICATION OF THESE CODES, SPECIFICATIONS AND OTHER THROUGHOUT THE LENGTH OF CONSTRUCTION A FULL AND CURRENT STANDARDS. BY THE GENERAL CONTRACTOR AND EMPHASIZE CERTAIN SET OF ACCURATE "AS -BUILT" DRAWINGS. UPON COMPLETION OF THIS REQUIREMENTS OF THESE CODES, SPECIFICATIONS AND STANDARDS. PROJECT SUCH DRAWINGS WILL BE PRESENTED TO THE OWNER FOR THESE NOTES SHALL NOT BE CONSTRUED BY ANYONE TO BE PERMANENT RECORDS AND INFORMATION. ALL-INCLUSIVE OF, OR TO REPLACE OR ALLEVIATE, IN WHOLE OR PART, COLUMN ANY OF THE .CODES, SPECIFICATIONS AND STANDARDS CITED HEREIN. PART 2.0 - SITE WORK - NOT USED THE GENERAL CONTRACTOR SHALL BE KNOWLEDGEABLE OF, ,AND SHALL AVAIL HIMSELF TO THESE CODES SPECIFICATIONS AND OTHER PART -3.0 -CONCRETE STANDARDS AND APPLY THEM TO THE WORK. CONCRETE FD 3.01 REFER TO THE CONSTRUCTION DOCUMENTS FOR ALL REQUIREMENTS 1.10 SUBSTITUTIONS RECEIVED AFTER BIDDING WILL BE -REVIEWED AT AND STANDARDS RELATING TO CONCRETE. THE DISCRETION OF THE ARCHITECT. ALL SUBSTITUTIONS MUST BE AGGREGATE EQUAL OR BETTER THAN ITEM SPECIFIED DEMONSTRATING 3.02 INTERIOR CONCRETE FLOOR SLABS SHALL HAVE A SMOOTH STEEL COMPATIBILITY OF PERFORMANCE, OPERATION AND AESTHETIC FI SU TROWEL FLAT FINISH FOR SUS -FLOOR, AND BE FINISH -FLOOR READY. - QUALITY TO THAT OF THE SPECIFIED ITEM. SUBSTITUTIONS MUST BE HARDWARE AND SEALERS PER PLANS. SUBMITTED TO THE ARCHITECT IN THE FORM OF AN "ALTERNATE TO ALUMINUM CONSTRUCTION DOCUMENTS SPECIFICATION" LETTER STATING EACH PART 4,0 - MASONRY ITEM TO BE SUBSTITUTED, ALONG WITH CUT SHEETS FOR BOTH THE FIRE HOSE CABINET SPECIFIED PRODUCT AND ALTERNATE. ALLOW TEN (10) DAYS REVIEW 4.01 REFER TO CONSTRUCTION DOCUMENTS FOR ALL. REQUIREMENTS PERIOD FROM ARCHITECT'S RECEIPT OF SUBSTITUTION SUBMITTAL AND STANDARDS RELATING TO MASONRY. ARCHITECT WILL DETERMINE ACCEPTABILITY- OF ANY AND ALL CONTRACTOR SUBSTITUTIONS.. ALL APPROVALS FOR SUBSTITUTIONS MUST BE FINISH OBTAINED PRIOR TO SUBMITTAL FOR SHOP DRAWING REVIEW. THE PARI` 5.0 - METALS CONTRACTOR BEARS ALL ADDITIONAL COSTS .OF UNACCEPTABLE ANODIZED SUBSTITUTION IF USED IN ORIGINAL BID. THE CONTRACTOR BEARS 5.01 ALL MATERIALS SHALL BE NEW, SUITABLE FOR THE INTENDED USE ALL ADDITIONAL COST FOR REMEDY IF UNAPPROVED SUBSTITUTION IS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S UTILIZED, DISCOVERED AND UNACCEPTABLE. SUBSTITUTIONS WILL RECOMMENDATIONS AND APPROVED SHOP DRAWINGS. NOT BE CONSIDERED DUE TO SUB -CONTRACTORS LACK OF PROPER APPROXIMATE(LY) AND TIMELY ORDERING, SCHEDULING AND/OR PLANNING. 5.02 ALL EXPOSED STEEL USED AS STRUCTURAL, DECORATIVE OR 1.11 SUBMIT ONE (1) ORIGINAL AND.TWO (2) COPIES OF ALL SHOP ARCHITECTURAL FEATURES - SHALL BE - .MIN. G-90 GALVANIZED. FASTENERS USED IN EXPOSED CONDITION SHALL BE GALVANIZED DRAWINGS AND AS MANY COPIES NECESSARY OF ALL PRODUCT UNLESS OTHERWISE INDICATE TO BE STAINLESS STEEL. SUBMITTALS REQUESTED BY THE ARCHITECT AND/OR THE ARCHITECT(URAL) JURISDICTIONAL AUTHORITY AND/OR GENERAL CONTRACTOR, PART 6.0 - WOOD REQUIRED FOR ALL CUSTOM FABRICATED WORK OR AS REQUESTED FLOOR HEREIN. A MINIMUM OF TEN (10) WORKING DAYS SHOULD BE TOP OF JOIST ESTIMATED FOR PROPER REVIEW OF SHOP DRAWINGS AND 6.01 PROVIDE ALL REQUIRED, .NAILS, BOLTS, SCREWS, FRAMING SUBMITTALS NO EXCEPTIONS ANCHORS, AND THE LIKE ITEMS NEEDED FOR ROUGH AND FINISHED FT CARPENTRY IN THIS WORK AS DESCRIBED IN THE CONSTRUCTION 1.12 ' THE FOLLOWING SHOP DRAWINGS WILL BE REQUIRED FOR THE DOCUMENTS OR REQUIRED FOR A -COMPLETE AND OPERABLE RELATED WORK (THE PRODUCTION OF THE REQUIRED SHOP DRAWING FACILITY. SHALL NOT BE CONSIDERED ANY EXTRA) . THE FOLLOWING PRODUCT DOOR OPENING SIZE SUBMITTAL CUT SHEETS WILL BE REQUIRED FOR THE RELATED WORK: 'DOOR- 6.03 ALL -WOOD USED IN CONNECTION WITH ROOFING, FLASHING, LIGHTING,' HVAC EQUIPMENT, AND .HARDWARE, RESTROOM WATERPROOFING, ALL, MEMBERS IN CONTACT WITH MASONRY, AND ACCESSORIES AND FINISHES, AND PLUMBING FIXTURES. ALL MEMBERS LESS THAN 24" ABOVE THE .GROUND SHALL 8E DP PRESSURE TREATED. 1.13 THE GENERAL CONTRACTOR SHALL ACQUIRE. ALL NECESSARY GAUGE PRODUCT APPROVALS USED AND INSTALLED ON THIS PROJECT AS WELL AS ANY ADDITIONAL COUNTY AND LOCAL JURISDICTION 6.04. SECURELY ATTACH CARPENTRY WORK .TO SUBSTRATES BY REQUIRING ADDITIONAL DATA, CALCULATIONS SIGNED AND SEALED BY ANCHORING AND FASTENING AS INDICATED AND AS REQUIRED BY . A FLORIDA REGISTERED STRUCTURAL ENGINEER TO CERTIFY. RECOGNIZED STANDARDS. APPLICATION OF SAID PRODUCT IN ACCORDANCE TO THE CODE GALVANIZED HAVING JURISDICTION. 6.05 PROVIDE FIRE TREATED WOOD STUD EACH SIDE OF ALL BD RECESSED EQUIPMENT AND ACCESSORIES, DOOR JAMBS, ETC. 1.14 IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR DETAIL TO REVIEW ALL SHOP DRAWINGS AND SUBMITTALS PRIOR TO 6.06 PROVIDE WOOD GROUNDS, NAILERS AND SLEEPERS WHERE SUBMITTING SAME TO THE ARCHITECT. THE GENERAL. CONTRACTOR IS INDICATED ON DRAWINGS AND AS REQUIRED. PROVIDE ALL RESPONSIBLE FOR FIELD VERIFYING ACTUAL EXISTING CONDITIONS WORKMANSHIP IN ACCORDANCE WITH AMERICAN WOODWORKING RELATING TO SHOP DRAWINGS AND/OR SUBMITTALS. ALL SUBMITTALS INSTITUTE (AWI) AND WOOD INSTITUTE OF CALIFORNIA (WC), QUALITY SHALL HAVE A REVIEWED STAMP ON ALL DRAWINGSIDOCUMENTS STANDARDS. PRIOR TO SUBMITTING TO ARCHITECT. ANY DOCUMENT NOT BEARING WITHOUT A REVIEWED STAMP WILL BE REJECTED AND SENT BACK TO THE 6.07 CONTRACTOR TO PROVIDE 30LB FELT MOISTURE BARRIER WHERE GENERAL CONTRACTOR WOOD COMES IN CONTACT WITH CONCRETE. GWB PART 7.0 - THERMAL & MOISTURE PROTECTION >r HARDWOOD ABV ABOVE CLR OPG CLEAR OPENING EXPAN EXPANSION 1-0 ACOUS ACOUSTICAL CMU CONCRETE MASONRY UNIT EXIST EXISTING SAN SANITARY AD AREA DRAIN CP CEMENT PLASTER FE FIRE EXTINGUISHER 0 00:AFF' HIGH POINT ADJ ADJACENT/ADJUSTABLE COL COLUMN FEC FIRE EXTINGUISHER CABINET f, . ABOVE FINISH FLOOR CONC CONCRETE FD FLOOR DRAIN pAGGR SIMILAR ID AGGREGATE CONST CONSTRUCTION FF FINISH FLOOR Z INCH ALUM ALUMINUM CONT CONTINUOUS FHC FIRE HOSE CABINET a 2 ON CENTER ANCH ANCHOR CONTR CONTRACTOR FIN FINISH U. n TOP OF CONCRETE ANDD ANODIZED CPT CARPET FL FLOOR o JOIST APPROX APPROXIMATE(LY) CT CERAMIC TILE FLASH FLASHING . S PARTITION ARCH ARCHITECT(URAL) DIAM DIAMETER FLR FLOOR d TOP OF JOIST AS ACOUSTICAL SEALANT DIM DIMENSION FT FOOT, FEET i O LAMINATE ASHP ASPHALT D.O.S. DOOR OPENING SIZE FURR FURRING a p PLASTER AT ACOUSTICAL TILE DP DAMP PROOFING GA GAUGE Q WITH B/ . 80TTOM OF DR DOOR GALV GALVANIZED 0 CO .. MACHINE BD BOARD DTL DETAIL GC GENERAL CONTRACTOR fl POINT BITUM BITUMINOUS DWGS DRAWING (S) GL GLASS p 2z WITHOUT BLDG BUILDING DW DRYWALL GWB GYPSUM WALL BOARD MIN MINIMUM BM BEAM EA EACH GYP GYPSUM O REINFORCED BRK BRICK E.J. EXPANSION JOINT GYP BD GYPSUM BOARD o E A CAB CABINET ELECT ELECTRICAL. HANDEC HANDICAP ri> CJ CONTROL JOINT ELEV / EL ELEVATION HB HOSE BIB it CLG CEILING EQ EQUAL HC HOLLOW CORE C CENTERLINE EQUIP EQUIPMENTHD HAND o w CLR CLEAR EXP EXPOSED HDW HARDWARE wl � � � ABBREVIATIONS AND LEGEND o v, ate o oo - � Q ` ] NOT TO SCALE 0 a� �Z �v 1 4 7.01 SEALANTS AND CAULKING AS WELL AS RELATED MATERIALS AND ACCESSORIES SHALL BE PROVIDED AT LOCATIONS DESCRIBED AND /OR REQUIRED FOR WATERPROOFING CONDITIONS, THROUGHOUT BUILDING. INSTALL ALL SEALANTS PER MANUFACTURERS RECOMMENDATIONS FOR EACH PARTICULAR INSTALLATION OR CONDITION. SEALANTS TO BE AS FOLLOWS: INTERIOR, ACRYLIC LATEX TYPE FOR GENERAL APPLICATIONS AND SOUND SEALANT. _ EXTERIOR, POLYURETHANE TYPE GENERAL APPLICATION, SILICONE TYPE FOR. GLAZING. SEALANTS AND CAULKING TO BE INSTALLED BY A QUALIFIED SEALANT APPLICATOR. PART 8.0 - OPENINGS REFER TO MIAMI -DADS PRODUCT APPROVAL(S) NOA IF APPLICABLE. PART 9.0 - FINISHES 9.01 GYPSUM BOARD SYSTEM AS DESCRIBED HEREIN TO INCLUDE, ALL MATERIALS AND RELATED ACCESSORIES NEEDED FOR A COMPLETE AND PROPER INSTALLATION IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS AND GYPSUM ASSOCIATION STANDARDS. GYPSUM BOARD THICKNESS DESCRIBED AND INSTALLED WITH ALL RELATED AND REQUIRED GALVANIZED CORNER REINFORCING, BEADS, ETC. APPLY THE GYPSUM BOARD TO METAL FURRINGS OR STUDS OF MINIMUM 25 GA. 2" TAPE EMBED, THREE (3) COAT FINISH SYSTEM PER MANUFACTUREWS STANDARDS FOR UNIFORMLY SMOOTH, PAINTABLE SURFACES WITH A TYPE 4 FINISH MINIMUM AT ALL EXPOSED SURFACES. 9.02 PROVIDE PAINT SYSTEM BEST RESIDENTIAL SERIES PAINT SYSTEMS BY GLIDDEN, BENJAMIN MOORE OR SHERWIN WILLIAMS. SYSTEMS TO BE BASED AS FOLLOWS; • ALL INTERIOR AREAS TO BE LOW VOC PAINT. . INTERIOR FINISH OVER DRYWALL - 3 COAT SYSTEM - FLAT ACRYLIC LATEX. 9.03 CERAMIC TILE - STATIC COEFFICIENT OF FRICTION: FOR TILE INSTALLED ON WALKING SURFACES, PROVIDE PRODUCTS WITH THE E FOLLOWING MINIMUM VALUES AS DETERMINED BY TESTING IDENTICAL PRODUCTS PER ASTM C-1028. . LEVEL SURFACE: MIN. 0.6 9.04 ALL CEILING MATERIALS, HEIGHTS AND LOCATIONS ARE DESCRIBED HEREIN. CEILING SYSTEM TO BE INSTALLED WITH ALL REQUIRED ACCESSORIES AS PER INDUSTRY STANDARDS. FINISH TO BE SMOOTH ONE COAT FINISH .SYSTEM FOR AREAS INDICATED ON DRAWINGS. 9.05 PROVIDE PAINT SYSTEM BEST COMMERCIAL SERIES PAINT SYSTEMS BY GLIDDEN, BENJAMIN MOOREE OR SHERWIN WILLIAMS. SYSTEMS TO BE BASED AS FOLLOWS; • EXTERIOR FINISH OVER STUCCO - 3 COAT SYSTEM - FLAT LATEX • EXTERIOR FINISH OVER METALS - 2 COAT SYSTEM - GLOSS - INDUSTRIAL SERIES ENAMEL. • ALL INTERIOR AREAS TO BE LOW VOC PAINT. . INTERIOR FINISH OVER DRYWALL - COMMON AREAS - 3 COAT SYSTEM FLAT ACRYLIC LATEX. 9.07 ALL CEILING MATERIALS, HEIGHTS AND LOCATIONS ARE DESCRIBED HEREIN. CEILING SYSTEM TO BE INSTALLED WITH ALL REQUIRED ACCESSORIES AS PER INDUSTRY STANDARDS. FINISH TO BE SMOOTH ONE COAT FINISH SYSTEM FOR AREAS INDICATED ON DRAWINGS. HDWD HARDWOOD MO MASONRY OPENING RES RESILIENT HGT/HT HEIGHT MR MOISTURE RESISTANT RO ROUGH OPENING HM HOLLOW METAL MTL METAL SAN SANITARY H.OR HORIZONTAL MULL MULLION SHT SHEET HP HIGH POINT NIC NOT IN CONTRACT SHTG SHEATHING HVAC HEATING,VENTILATING & f, . DETAIL MARK ■ XX AIR CONDITIONING NO NUMBER Sim SIMILAR ID INSIDE DIAMETER NOM NOMINAL SPEC SPECIFICATION IN INCH NTS NOT TO SCALE SS STAINLESS STEEL INSUL INSULATION OC ON CENTER STRD STANDARD INT INTERIOR OD OUTSIDE DIAMETER TOC TOP OF CONCRETE JC JANITOR'S CLOSET OPNG OPENING T & G TONGUE & GROOVE JST JOIST OPP OPPOSITE TEMP TEMPERED JT JOINT PAIN PARTITION TERR TERRAZZO KIT KITCHEN PFS PREMOLDED FILLER Ti TOP OF JOIST KO KNOCK OUT PL PLATE TOW TOP OF WALL LAM_ LAMINATE PBLG PLUMBING TYP TYPICAL LP LOW POINT PLAS PLASTER UON UNLESS OTHERWISE NOTED LT LIGHT PROD PROJECT W/ WITH LVR LOUVER PLYWD PLYWOOD WD WOOD MACH MACHINE PVMT PAVEMENT WDW WINDOW MAX MAXIMUM PT POINT WH WATER. HEATER MECH MECHANICAL P.T. PRESSURE TREATED W/4 WITHOUT MFGR MANUFACTURER QT QUARRY TILE WSCT WAINSCOT MIN MINIMUM REf REFERNCE/REFRIGERATOR MISC MISCELLANEOUS REINF REINFORCED m COLUMN LINE ROOM NAME DOOR SYMBOL WINDOW SYMBOL ELEVATION ELEVATION ABOVE N.G.V.D. PARTITION SYMBOL KEYNOTE 5 PART 10.0 -SPECIALTIES -NOT USED. PART 11.0 - EQUIPMENT - NOT USED. PART 12.0 - FURNISHING - NOT USED. PART 13.0 - SPECIAL CONSTRUCTION - NOT USED, A RID LETTER ON "X" AXIS 1 --- ---= GRID NO. ON "Y" AXIS l ROOM ROOM NAME __i0_0_l ROOM NUMBER DOOR NUMBER } <A < WINDOWISTOREFRONT XX ELEVATION NUMBER A-Of)0 SHEET NUMBER GROUND ELEVATION RQOR LEVEL <- ABOVE FINISHED FLOOR 2 < WALL TYPE 5 KEY NUMBER 5 �L • PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY CLEARANCES OF DUCTWORK AND LIGHTS. REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. • INTERIOR FLOOR FINISH COMPLYING WITH NFPA 101 CHAPTER10.2.7 SHALL BE CLASS I OR CLASS II IN CORRIDORS AND EXITS. • PIPES AND WIRES PASSING THROUGH FIRE RATED PARTITION ASSEMBLIES ARE TO BE PROTECTED AS PER F.B.G. SECTIONS 705.5.1.2 AND 705.6.1. • FLAMMABLE AND COMBUSTIBLE MATERIALS, IF USED DURING CONSTRUCTION, SHALL BE HANDLED AND STORED IN ACCORDANCE WITH NFPA 30. • ALL PERIMETER WALLS IN PLACE EXTENDED TO THE ROOF DECK EXCEPT WHERE ONE SIDE OF A WALL 1S IN AN AREA WHERE A DROP CEILING WILL BE UTILIZED. IN THOSE INSTANCES THE DRY WALL ON THAT SIDE WILL ONLY HAVE TO GO TO JUST ABOVE THE DROP CEILING, WITH DRYWALL TAPED, SPACKLED, SANDED., AND READY FOR PAINTING. • CONCRETE FLOOR MUST BE SMOOTH, LEVEL AND READY TO RECEIVE FINISHED FLOORING t. GENERAL NOTES SAFEGUARD DURING CONSTRUCTION • THIS PROJECT SHALL CONFORM TO ALL SAFEGUARD CONSTRUCTION REQUIREMENTS AS PER CHAPTER 33 OF THE F.B.C. AND ALL PREVAILING CODES UNDER THIS JURISDICTION + STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION OPERATIONS, INCLUDING THOSE IN UNDERGROUND LOCATIONS, SHALL COMPLY WITH NATIONAL FIRE PROTECTION ASSOCIATION 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS. • IN BUILDINGS UNDER CONSTRUCTION, ADEQUATE ESCAPE FACILITIES SHALL BE MAINTAINED AT ALL TIMES FOR THE USE OF CONSTRUCTION WORKERS. ESCAPE FACILITIES SHALL CONSIST OF DOORS, WALKWAYS, STAIRS, RAMPS, FIRE ESCAPES, LADDERS, OR OTHER APPROVED MEANS OR DEVICES ARRANGED IN ACCORDANCE WITH THE GENERAL PRINCIPLES OF NATIONAL FIRE PROTECTION ASSOCIATION 10.1, LIFE SAFETY CODE®, INSOFAR AS THEY CAN REASONABLY BE APPLIED TO BUILDINGS UNDER CONSTRUCTION. • PER N.F.PA. 1141 SECTION 3-8.6 AT LEAST ONE PORTABLE FIRE EXTINGUISHER HAVING A RATING OF AT LEAST 4,A, 30 -BC SHALL BE WITHIN A TRAVEL DISTANCE OF 75 FT OR LESS TO ANY POINT OF A STRUCTURE UNDER CONSTRUCTION. PERSONNEL NORMALLY ON THE CONSTRUCTION SITE SHALL BE INSTRUCTED IN THE USE OF THE FIRE EXTINGUISHER PROVIDED. • FIRE DEPARTMENT ACCESS ROADS SHALL BE PROVIDED AT THE START OF THIS PROJECT AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. PERMANENT FIRE DEPARTMENT ACCESS ROAD MARKINGS SHALL NOT BE REQUIRED UNTIL BUILDING IS COMPLETE OR OCCUPIED FOR USE C6 CONST C RUCTION NOTES SECTION DETAIL XX DRAWING NUMBER A-000 SHEET NUMBER REVISION MARK 5 _ EQUIPMENT, FIXTURE ACCESSORY TAG EQUIP. NUMBER P1 14 Fal AA226001731 -ISEA�1---- i a. o M© Iw o 0 rn _j IL ov W D a> U . W_X w u- _ Ld w a �s Q o ul �o z . U . 0 0 O� w z . F � �m WI J. GALLO FL AR0008440 O FF. -7 Q ERBERT FL AR0015474 PROJECT LOGAN HEIGHTS C APARTMENTS 1000 LAGAN. HEIGHTS CIRCLE SANFORD, FL OV1tNER I *2I REVISIQNS No. Description Date 100% CC`S CEILING TYPE CEILING TYPE AND HEIGHT 13-19-17 CRL LE ER 2-0548 PERMIT COMMENTS F � CEILING HEIGHT BUILDING XX DRAWING NUMBER SECTION MARK A -0W SHEET NUMBER WALL XX _ DRAWING NUMBER SECTION MARK SHEETNUMBER �. f, . DETAIL MARK ■ XX DRAWING NUMBER A-5Ei0 SHEET NUMBER I ago* SECTION DETAIL XX DRAWING NUMBER A-000 SHEET NUMBER REVISION MARK 5 _ EQUIPMENT, FIXTURE ACCESSORY TAG EQUIP. NUMBER P1 14 Fal AA226001731 -ISEA�1---- i a. o M© Iw o 0 rn _j IL ov W D a> U . W_X w u- _ Ld w a �s Q o ul �o z . U . 0 0 O� w z . F � �m WI J. GALLO FL AR0008440 O FF. -7 Q ERBERT FL AR0015474 PROJECT LOGAN HEIGHTS C APARTMENTS 1000 LAGAN. HEIGHTS CIRCLE SANFORD, FL OV1tNER I *2I REVISIQNS No. Description Date 100% CC`S 11-27-17 OWiIINER/GC REVIEW 13-19-17 CRL LE ER 2-0548 PERMIT COMMENTS 644-18 OJECT STATUS C.D. r� DATE 11-27-2017 O.tECT NUMBER 82-2017 . scALE AS SHOWN A DRAWN BY CHECKED BY H3D BPH DRAWING, TITLE LEGENDS, SPECIFICATIONS AND NOTES WU - c� a 0 P N r" x 0 2 >a- 0 0 E U C z a a 0 z C 0 U W 0 a LU 0 FEa Q 0 J z z :u o - co n co U W CL �U c� o OR WQ oO w� MZ m� W c A C oz Q} W Q. oma. M0 C_ Z zQ o co .2z LugQ y W W W 2 Z oQ �_j W w vo �� W W B =Z �o W-> Q°Ix 0o a. 0 U0 a. w Z wro UZ LU 4 0 0 -` o� U Lu LU a� eE° OZ �Z 0 Q h too 0Z �o ZV f? A zZ 0 F- X W oW LU 5 ic-� 0U) aii 0O �0 6 2 GENERAL NOTES - SCOPE OF WORK 1. GENERAL CONTRACTOR SHALL FIELD VEIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK 2.HANDICAP RAMPS AT LEASING / CLUBHOUSE BULDING: A. CONTRACTOR TO REMOVE PORTION OF EXISITING SIDEWALK RAMP. &CONTRACTOR TO BUIL_ D NEW ACCESSIBLE HANDICAP RAMP AT 1:12 SLOPE. REFER TO ENLARGED PLAN 01/A1.02 3.VAN ACCESSIBLE. PARKING AT LEASING/ CLUBHOUSE BUILDING: A. CONTRACTOR TO RESTRWE PARKING SPACES AS SHOWN ON ENLARGED PLAN 01/A1.02 TO INCLUDE VAN ACCESSIBLE PARKING SPACE AND VAN ACCESSIBLE PARKING SIGNAGE. KEY NOTES . ENLARGED SITE PLAN 1:VAN ACCESSIBLE PARKING: DESIGNATED ACCESSIBLE PARKING STALL DESIGNED FOR VAN ACCESSIBILITY. 2.ACCESSIBLE ROUTE: PROVIDE ACCESSIBLE ROUTE FROM THE MUNICIPAL SIDEWALK TO THE LEASING OFFICE ENTRY AND TO POOL DECK AREA. COMPLIANCE MODIFICATIONS INCLUDE CURB CUT AND STRIPING. 3.ACCESSIBLE ROUTE: PROVIDE ACCESSIBLE ROUTE TO THE PLAYGROUND AREA AND A PORTION OF THE MAILBOXES, ACCESSIBLE WALKWAYS TO BE INSTALLED TO PROVIDE ACCESS TO THESE AMENITIES. 4.NON COMPLIANT CURB RAMPS:. CURB RAMPS AT THE ACCESSIBLE PARKING SPACES THROUGHOUT THE SITE INCLUDE NON-COMPLIANT CURB RAMPS WHICH EXTEND INTO THE ACCESS AISLES OF THE. SPACES. CURB RAMPS TO BE REMOVED AND REPLACED WITH COMPLIANT CURB RAMPS (1:12 MAX. SLOPE). SEE AS101 FOR LOCATIONS GENERAL NOTES 1. ALL DIMENSIONS TO BE FIELD VERIFIED. 2.ALL NEW FINISHES ARE TO BE COORDINATED WITH OWNER. KEY NOTES - DWELLING UNITS 1.APARTMENT RENOVATIONS (LIVING ROOM AND BEDROOMS FLOORING, KITCHEN CABINETS, COUNTERS, VANITIES, APPLIANCES) 21OW-FLOW APPLIANCES (FAUCETS, TOILETS, SHOWER HEAD) 3.PROVIDE SMOKE DETECTION IN ALL BEDROOMS. SMOKE DETECTOR UNITS SHALL BE TAMPERPROOF BATTERY TYPE WITH MINIMUM 10 YEAR SEALED LITHIUM BATTERY BY FIRST ALERT MODEL SA34OCN OR EQUAL AT MISSING LOCATIONS 4.KNOB ENTRY DOORS: DOOR HARDWARE SHALL BE CHANGED TO BE LEVER -TYPE ON ALL GROUND LEVEL DWELLING UNITS AND THROUGHOUT COMMUNITY AREA AND COMMON SPACES. FLORIDA BUILDING CODE 2017 6TH EDITION EXISTING BUILDING SECTION 403 - ALTERATION LEVEL 1 403.1 LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OF EXISITING MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES USING NEW MATERIALS,. ELEMENTS, EQUIPMENT, OR FIXTURES THAT SERVE THE SAME PURPOSE. 701.1 EXCEPTION "BUILDINGS IN WHICH THE RECONFIGURATION IS EXCLUSIVELY THE RESULT OF COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS OF SECTION 605 SHALL BE PERMITTED.TO COMPLY WITH CHAPTER 6." (LEVEL 1 ALTERATION) . WINDOW REQUIREMENTS 1. REPLACE ALL EXISITING WINDOWS WINDOW INFORMATION: DESIGN BASED ON SIMONTON WINDOWS: LWHITE MPACT RESISTANT INSULATED GLASS VINYL SINGLE HUNG GURED. FOR. ENERGY STAR RATING OR: LE HEAT GAIN COEFFICIENT (SHGC): <..25 WIND LOADS FOR FBC 2017 6TH EDITION APPLIED PER ASCE STANDARDS 7-10. EXPOSURE CATEGORY C BUILDING RISK CATEGORY 11 BASIC WIND SPEED 139 MPH WIND DIRECTIONAL FACTORI.0 BUILDING HEIGHT 30 FT EXPOSURE B 0.66 KH INT PRESSURE GCpi +/- 0.18 ENCLOSED BUILDING MAXIMUM DESIGN WIND PRESSURES CORNER ZONES - (+38.43 / -50.05 PSF) FIELD ZONES - (+38.43 / -41.78 PSF) PROJECT SPECIFIC NOTES D2 �-NOT TO SCALE 2 3 GENERAL NOTES 4 - 5 I. ALL DIMENSIONS TO BE FIELD VERIFIED. 2.ALL NEW FINISHES ARE TO BE COORDINATED WITH OWNER. UFAS AUDIO & VISUAL EMITS UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) 233.3.1.2 RESIDENTIAL DWELLING UNITS w/COMMUNICATION FEATURES, IN FACILITIES w/RESIDENTIAL DWELLING UNITS, AT LEAST 2%, BUT NOT FEWER THAN ONE UNIT, OF THE TOTAL NUMBER OF RESIDENTIAL DWELLING UNITS SHALL PROVIDE COMMUNICATION FEATURES COMPLYING w/SECTION 809.5 809 RESIDENTIAL DWELLING UNITS 809.1 GENERAL. RESIDENTIAL DWELLING UNITS SHALL COMPLY w/SECTION 809.1. RESIDENTIAL DWELLING UNITS - REQUIRED TO PROVIDE MOBILITY FEATURES SHALL COMPLY w/SECTION 809.2 - 809A RESIDENTIAL DWELLING UNITS ARE REQUIRED TO PROVIDE COMMUNICATION FEATURES SHALL COMPLY WITH $09.5, SECTION& 809.5.1 BUILDING FIRE ALARM SYSTEM WHERE A BUILDING FIR ALARM SYSTEM IS PROVIDED, THE SUSTEM SHALL BE EXTENDED TO A POINT WITHIN THE RESIDENTIAL DWELLING UNIT IN THE VICINITY OF THE RESIDENTIAL DWELLING UNIT SMOKE DETECTION SYSTEM. 809.5.1.1 ALARM APPLIANCES WHERE ALARM APPLIANCES ARE PROVIDED WITHIN A RESIDENTIAL DWELLING UNIT AS PART OF THE BUILDING FIRE ALARM SYSTEM, THEY SHALL COMPLY WITH 702. 809.5.1.2 ACTIVATION ALL VISIBLE ALARM APPLIANCES PROVIDED WITHIN THE RESIDENTIAL DWELLING UNIT FOR BUILDING FIRE ALARM NOTIFICATION SHALL BE ACTIVATED UPON ACTIVATION OF THE BUILDING FIRE ALARM IN THE PORTION OF THE BUILDING CONTAINING THE RESIDENTIAL DWELLING UNIT. 809.5.2 SMOKE DETECTION SYSTEM RESIDENTIAL DWELLING UNIT SMOKE DETECTION SYSTEMS SHALL COMPLY WITH NFPA72 809.5.3 INTERCONNECTION THE SAME VISIBLE ALARM APPLIANCES SHALL BE PERMITTED TO PROVIDE NOTIFICATION OF RESIDENTIAL DWELLING UNIT SMOKE DETECTION AND BUILDING FIRE ALARM ACTIVATION. 809.5.5 PRIMARY ENTRANCE COMMUNICATION FEATURES SHALL BE PROVIDED AT THE RESIDENTIAL DWELLING UNIT PRIMARY ENTRANCE. 809.5.5.1 NOTIFICATION A HARD WIRED ELECTRIC DOORBELL SHALL BE PROVIDED. A BUTTON OR SWITCH SHALL BE PROVIDED OUTSIDE THE RESIDENTIAL DWELLING UNIT PRIMARY ENTRANCE. ACTIVATION OF THE BUTTON OR SWITCH SHALL INITIATE AN AUDIBLE TONE AND VISIBLE SIGNAL WITHIN THE RESIDENTIAL DWELLING UNIT. WHERE VISIBLE DOORBELL SIGNALS ARE LOCATED IN SLEEPING AREAS, THEY SHALL HAVE CONTROLS TOIL DEACTIVATE THE SIGNAL. UFAS AUDIO & VISUAL UNITS UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) 233.3.1.2 RESIDENTIAL DWELLING UNITS w/COMMUNICATION FEATURES, IN FACILITIES w/RESIDENTIAL DWELLING UNITS, AT LEAST 2%, BUT NOT FEWER THAN ONE UNIT, OF THE TOTAL NUMBER OF RESIDENTIAL DWELLING UNITS SHALL PROVIDE COMMUNICATION FEATURES COMPLYING w/SECTION 809.5 809 RESIDENTIAL DWELLING UNITS 809.1 GENERAL RESIDENTIAL DWELLING UNITS SHALL COMPLY w/SECTION 809.1. RESIDENTIAL DWELLING UNITS REQUIRED TO PROVIDE MOBILITY FEATURES SHALL COMPLY w/SECTION 809.2 - 809.4 RESIDENTIAL DWELLING UNITS ARE REQUIRED TO PROVIDE COMMUNICATION FEATURES SHALL COMPLY WITH 809.5, SECTION 3. 809.5.1 BUILDING FIRE ALARM SYSTEM WHERE A BUILDING FIR ALARM SYSTEM IS PROVIDED, THE SUSTEM SHALL BE EXTENDED TO A POINT WITHIN THE RESIDENTIAL DWELLING UNIT IN THE VICINITY OF THE RESIDENTIAL DWELLING UNIT SMOKE DETECTION SYSTEM. 809.5.1.1 ALARM APPLIANCES WHERE ALARM APPLIANCES ARE PROVIDED. WITHIN A RESIDENTIAL DWELLING UNIT AS PART OF THE BUILDING FIRE ALARM SYSTEM, THEY SHALL COMPLY WITH 702. 809.5.1.2 ACTIVATION ALL VISIBLE ALARM APPLIANCES PROVIDED WITHIN THE RESIDENTIAL DWELLING UNIT FOR BUILDING FIRE ALARM NOTIFICATION SHALL BE ACTIVATED UPON ACTIVATION OF THE BUILDING FIRE ALARM IN THE PORTION OF THE BUILDING CONTAINING THE RESIDENTIAL DWELLING UNIT. _ 809.5.2 SMOKE DETECTION SYSTEM RESIDENTIAL DWELLING UNIT SMOKE DETECTION SYSTEMS SHALL COMPLY WITH NFPA72 KEY NOTES - UFAS DWELLING UNITS 1. APARTMENT RENOVATIONS (KITCHEN FLOORING, CABINETS, COUNTERS, VANITIES, ADJUSTABLE CLOSET SHELVING, APPLIANCES) 2.LOW-FLOW APPLIANCES (FAUCETS, TOILETS) &PROVIDE SMOKE DETECTION IN ALL BEDROOMS AT MISSING LOCATION. 4. PROVIDE UFAS UNITS TO S% OF TOTAL UNITS and 2% OF THE TOTAL UNITS ARE REQUIRED TO BE AUDIO VIISUAL S.UNIT ENTRY DOORS TO HAVE 18" CLEARANCE ON THE LATCH PULL SIDE OF THE DOOR AS PROVIDED PER UFAS SECTION 434 6.UNIT ENTRY DOOR THRESHOLD AND DOOR HARDWARE TO BE COMPLIANT PER UFAS SECTION 434.2 7.ALL. UNIT DOORS TO HAVE MIN. 32" WIDE CLEAR OPENING PER UFAS434.2 &ACCESSIBLE BATHROOMS TO HAVE ROLLING SHOWERS PER UFAS 432.2.4 (2) 9.TUB SHOWER SPRAY UNIT WILL BE FIXED AND HANDHELD WITH A HOSE AT LEAST 60" LONG PER UFAS 4.34.5 10. CLOSETS: CLOTHES ROD TO BE MOUNTED AT 48" A.F.F 11. KNOB ENTRY DOORS: DOOR HARDWARE TO BE LEVER -TYPE ON ALL GROUND LEVEL DWELLING UNITS. 12. THERMOSTATS: THERMOSTATS TO BE MOUNTED NO HIGHER THAN 49" A.F.F. FOR FRONT APPROACH ONLY - ANO 54" FOR FRONT AND SIDE APPROACH ON ALL UFAS UNITS. 13. ELECTRICAL OUTLETS: ELECTRICAL OUTLETS TO BE MOUNTED NO LESS THAN AT 15" A.F.F. OR HIGHER. THAN 48" ON ALL UFAS IMPROVED UNITS. 14. GRAB BARS: ALL UFAS AND ADAPTABLE FLOOR SHALL BE SHALL BE FITTED WITH OR VERIFIED THAT THEY HAVE GRAB .BAR BLOCKING IN THE WALLS AT THE TUB AND TOILETS. REFER TO ADA DIAGRAMS IN SET FOR REFERENCE. 3 0 R Logan Heights SCOPE OF WORK Item CRITICAL REPAIR SCOPE OF WORK 11-27-17 OWNERIGC REVIEW 12-19-17 CRL LETTER 2-05-18 Provide Hardwired Smoke Detectors at missing locations BOG T 34; 2 Restripe Exist'Handicapped Parking Spaces and Provide Compliant Signs 3 FFHA - Provide Accessible Route Components at Ground Floor Units to Site Amenities 4 Provide Compliaint HC Grab Bar Modifications at Leasing Office Restroom 5 Provide Complaint HC Grab Bars'at Pool Area Restrooms 6 Provide Scald & Abrasion Protection at Pool Sink Piping . 7 Provide Compliant Clearances and Approach at Common Area Kitchen & Laundry Room Sinks a Provide Complaint Mirrors Heights at Common Area Restrooms 9 Provide Levered Handled Door Hardware 10 Provide Kitchen Accessibility Requirement per FFHA UNIT INTERIORS Demolition 11 Provide Interior Unit Demolition - Per Details on Sheets AD -101 thru AD -102 Typical Rough Carpentry 12 1 Provide Rough Carpentry at 5% UFAS Units to Modify for UFAS Accessibilby Plumbing 13 Provide Waster Sense Toilets Throughout 14 Provide New Shower Trim Throughout 15 Provide New Water Efficient Kitchen Sink & Faucet 1.6 Provide New Water Efficient Vanity Sink& Faucet 1.7 Provide New Roll in Showers at 5% UFAS Units see Sheet A-501 for details 18 Provide New Outswing Entry Doors + Hardware at 5% UFAS Units Doors & Hardware 19 Provide New Mechanical Closet Door & Hardware Z0 Provide New Sliding Closet Door & Hardware Throughout 21 Change Door Hardware On all existing interior Slab Doors Electrical 22 Provide New LED Kitchen Light Fixture 23 Provide New Dining Room Light 24 Provide New. LED Vanity Light 25 Provide New LED Llvingroom Light 26 Provide New 1/2 HP Garbage Disposals - InSinkerator or Equal 27 Provide required HVI Unit Electric for Alarm and Doorbell Requirements 28 [Provide New Energy Star Appliance Package (Fridge / Range / Range Hood Dishwasher) Througout Cabinets & Countertops 29 Replacement of Kitchen and Bathroom Vanity Cabinets and Counter Tops HVAC 30 Provide New HVAC Condenser (no line sets) -14 SEER 31 Provide New HVAC AHU -14 SEER Resilent Flooring_ 32 Provide New Vinyl Plank - Living Rooms 33 Provide New Vinyl Plank -Bedrooms (IBR Unit) 34 Provide New Vinyl Plank_- Bedrooms (2BR Unit) 35 Provide New Vinyl Plank - Bedrooms (3BR Unity Bathrroms 36 Provide New Bath Accessories (TP, Shower Rod, -Towel Bars and Towel Ring) 37 Provide New Vanity Mirror with Medicine Cabinet 38 Provide new FFHA Grab Bar Blocking as needed 39 Provide New Horizontal Window Mini Blinds Throughout Common Areas Leasing office 40 Provide New Imapce resistant Windows Throughout Building Envelope Roofing 41 Provide New Shigle Roofing 42 Provide New prefinished Gutters, Downspouts and Leaders to Splashblocks Wjn0owS 43 Provide New Single Hung Insulated - Vinyl Windows Painting 44 Paint Building Exterior - Window Frames Areas Only where new new installtion occurs Site Improvements Electric 45 Provide New Photovoltaic Solar Panel System - Under Separate Contract Plumbing 46 1 Jet Storm Drainage System Site Grading 47 Resolve Soil Erosion Issues Around Property Concrete 48 Repair Damaged Walkways and Curb as needed 49 Provide. new Asphalt.Sealcoat and Striping per detail on sheet AS -1 02 5 A6} ITEMIZED SCOPE�OF�IWORK_NOT TO SCALE M 14 E iO4� a< o q M UM� o� .. o _j LL U 9Uj4r �. v w (- 'Wx W U. W UJ co W QIr�' ~ . .j °a' .j W Z . �m AA226001731 ❑ 1M LIAM J. GALLO' FL AR0008440 LOGAN HEIGHT c APARTMENTS 1000 LOGAN HEIGHTSI CIRCLE E SANFORD, FL ' OWNER REVISIONS No. Description . Date 100111/0 cus 11-27-17 OWNERIGC REVIEW 12-19-17 CRL LETTER 2-05-18 PERMIT COMMENTS BOG T 34; ❑ BR ERBERT FL AR0015474. LOGAN HEIGHT c APARTMENTS 1000 LOGAN HEIGHTSI CIRCLE E SANFORD, FL ' OWNER REVISIONS No. Description . Date 100111/0 cus 11-27-17 OWNERIGC REVIEW 12-19-17 CRL LETTER 2-05-18 PERMIT COMMENTS 6-.1418 _RCUECT STATUS G.D. . DAM � r 11-27-2017 OJECT NUMIBEiI 82-2017 scAle AS SHOWN A DRAWNBY CHECKED BY H3D BPH DRAWING TITLE GENERAL NOTES & SCOPE OF WORK lii E co w 0 CDL O 2 ui Z U Z 0 CSL H 5 O z u 0 w r: r� 0 • o J O f Luz 0� uJ � z O 0- O W ut U 00 a cx:a 00 LC �z Lu0 m� zN Lu UJo u- 0 z Q zo �Ix C. w J 0In( I w F- U w_ u Q uj% w 0 Qx co a� a S n~ xZ w5Zf - aa w X % a qz zo cis to ti 0n O � i= W O w- W .gyp w zQ CO zZ 0 U F- a© �O zU Mtn A 0r- La w a. 4 U. 0� u - w= c o cin o6 o a �- coZ �U 1 K* 3 0 k, BUILDING�TYPE1-THIRD�FLOO�RPL�AN A2 BUIIDING1YPEl-RSi&SECONDfl00RPLAN 1116" = V-0" o g as, 32' 2 3 clI 5 n BUILDING PLAN NOTES. E 1.. FIRST FLOOR UNITS DEPICTED. SECOND FLOOR UNITS ARE SIMILAR EXCEPT THE INCLUSION OF THE PANTRY CLOSET 2. ACCESSIBLE UNITS ARE DEPICTED ON PLAN WITHSYMBOL SEE SHEET A-402 FOR RENOVATION DETAILS & - 3. HEARING AND VISUAL UFAS IMPAIRED UNITS ARE DESIGNATED ARE DESIGNANTED AS HVI. 4, THE REMAINDER OF THE FIRST FLOOR UNITS ARE FFHA COVERED UNITS SEE SHEET A-403 FOR RENOVATION DETAILS 5. ALL 2ND FLOOR UNITS ARE STANDARD UNITS - SEE SHEET A-401 FOR RENOVATION DETAILS OVERALL BUILDING PLAN NOTES A�.1/16"= l -V 0 s IT V 0 AA226001731 ---FsEAL�- ❑ WI AM J. GALL.O FL AR0008W OF FL O c�, _ j C BRIAN P. HERBERT FL AR0015474 RROJECT LOGAN HEIGHTS c APARTMENTS 1000 LOGAN HEIGHTS CIRCLE SANFORD, FL OWNER r 1 REIILS[ONS No. Descrip6w Date 10076 CD'S 11-27-17 OWNER/GC REVIEW 12-19-17 CRL LETTER 2-05-17 — ROJEGT 57ATlJS C.D. 11-27-2017- 82-2017 1-2f -2017- s2-20'17 SCALE AS SHOWN /4 ocawni e� cECKEo a� H3D BPH DMWNG TITLE BUILDING TYPE 1 FLOOR PLANS A -101A mw ul uj!E 0Q O 04 CL 0 t= 0 0 I -- z Lu to O cr- Lu ?i 0 4.z 0 co co ra vi 8 w t� CO (.) z < ce 0 CL w 0 0 0- ly i w IL. 00 M w ui Z CO W = ul 0 ca 55 15 Lu z 0 UJ co 1= 00 z 'F lz 0Lu CL a 10 z (9(9 ZZ 00 CO w co w 3: z Z uj i CULJ C3 Ne Lu Lu Lu Xz 0 0 w o (L 0 SL C3 ul CO z Zd Ly (1) 0 Z :3 Uj < LL. 00 Zw0 F - w cr- ix 0 0 ir a U-1 z (za 0 z o Z 0 =) 0 zez a. ul c> u - Lu ow Z- 0 S2Z 0 V0 n Jr A402 k. *' BUILDING TYPE 11 - THIRD FLOOR PLAN : - A:2:)- 11 /16"= 1,4r 0 w iff 3Z WIDING �IPE 11 - [IRSI & SECOND ROOR PLAN, 1116" =1'-0" 0 3z n, m BUILDING A PLAN NOTES: 1. FIRST FLOOR UNITS DEPICTED. SECOND FLOOR UNITS ARE SIMILAR EXCEPT THE INCLUSION OF THE PANTRY CLOSET 2. ACCESSIBLE UNITS ARE DEPICTED ON PLAN WITHSYMBOL SEE SHEET A-402 FOR RENOVATION DETAILS & 3. HEARING AND VISUAL UFAS IMPAIRED UNITS ARE DESIGNATED ARE DESIGNANTED AS HVI 4. THE REMAINDER OF THE FIRST FLOOR UNITS ARE FFHA COVERED UNITS SEE SHEET A-403 FOR RENOVATION DETAILS - 5. ALL 2ND FLOOR UNITS ARE STANDARD UNITS - SEE SHEET A-401 FOR RENOVATION DETAILS A6 OVERALL BUILDING PLAN NOTES - Itl 6* l -W 0 9 Ify 3Z lic oovm\ AA226W 1731 sEAI 11 wl" J. GALLO FL OF j C�: �3' CII14: 0 01 5z 0 BRIAN P. HERBERT FI, AR001 5474 PROJECT LOGAN HEIGHTS c APARTMENTS REVIS16NS No. —Description Date 100% CD'S 11-27-17 OWNERIGC REVIEW 12-19-17 CRL LETTER 2-05-17 ROJECTSTATUS C.D. E 11-27-2017 82-2017 AS SHOWN H3D BPH BUILDING TYPE II FLOOR PLANS, E E U w w w 0 0 z w z U W S -s a CL Lu �d a D w z - a w Q U CO a LuZ L ,^ !Y! co N� W if. o a. — or Lu v 5N �Q z L2 00 w tr �z m 8 w z in �Lu �c z 0z a� �CL go � J a� aco, zz t� 80 pU a� tri w N tl! zz QO �w -�Q wIy Y 4a� z� 4 = t3 w F- �o �O o n. �O sU �0. 4 00 uiZ =O �co J z �w Oq Q !w, ~g ccww 0a w� �s- U wz z Q =1 zZy O cj o U U A O I'\ wX a to z� - Q o� �W ui uQ Q) o 0 I 1= o a� — �o 1�U K El I 0 D BUILDING TYPE I - THIRD FLOOR PLAN 1 M 6" = 1'-0" o Te ar BUILDINGIYPEI •FIRSi&SECONDfI.00RPLAN 1/16" = V-0" o g Ise sr 2 NG A PLAN NOTES: 1. FIRST FLOOR UNITS DEPICTED. SECOND FLOOR UNITS ARE SIMILAR EXCEPT THE INCLUSION OF THE PANTRY CLOSET 2. ACCESSIBLE UNITS ARE DEPICTED ON PLAN WITHr SYMBOL SEE SHEET A-402 FOR RENOVATION DETAILS 3. HEARING AND VISUAL UFAS IMPAIRED UNITS ARE DESIGNATED ARE: DESI.GNANTED AS HVI 4. THE REMAINDER OF THE FIRST FLOOR UNITS ARE FFHA COVERED UNITS SEE SHEET A403 FOR RENOVATION DETAILS 5. ALL 2ND FLOOR UNITS ARE STANDARD UNITS - SEE SHEET A-401 FOR RENOVATION DETAILS OVERALL BUILDING PLAN NOTES A61/16" =1'-0"0 g 14 I 0 AA226001731 s w o� o� oLL� i UJ In wLL. �- w x W U_ W IJi p / 12 s Il O W Z wa U O� ..j � 'm J w z. t L v - P. �= v�'•. ryRO01 .74 Z � P. HERUORT FL AR0015474 LOGAN HEIGHTS c APARTMENTS 1000 LOGAN HEIGHTS CIRCLE SANFORD, FL OWNER REVISIONS No. Description Date 100% CD'S 11-27-17 OWNER{GC REVIEW 124947 CRL LETTER 2-05-17 — ROJECT STATUS G.D. —DATE 11-27-2017 QROJECT �UNIBER V2-20'17 — —,SCALE AS SHOWN A DRAWN aY Ci1ECKED BY H3D BPH DRAW{NG TITLE BUILDING TYPE III FLOOR PLANS A-1 03C It :imw— itI. UJ 0Q t� ti n N X IL 0 v m 0 c� ce 00 —" UJ r- 0 0 z 0 a a z D O z Q .0 Z U UJ 0a a� Uct 00 4.N v z Wa 00- ElIr LU mU5 Zo u OZ C Z 0 �IX �a a O to �Z ZZ Lug — 89 a0 CO � �UJ � W co ZZ 0— 1= 0 U Lu is tuE! �j u� o aR Y �O a T LU I- B w0 XZ LLJ 0 �X oa F-0 U !r � U � tl. co Z ZO �O Z QW LL.2 oO aW I. - ,U aIx �it UJ P� 60 CO Z0 C_ LIJ 0 Z .7 : Z A Je 0 tY U. sQ o� PO s� �Z 0 . U 3 BASIS OF DESIGN 1.1 MANUFACTURERS A. Acceptable Manufacturer: IKO Manufacturing; 120 Hay Rd., Wilmington, DE 19809. ASD. Toll Free Tel: (888) IKO-ROOF. Tel: (302) 7643100.. Fax: (302) 764-5852. Email:. request info(inforesidentialroofingusa@iko.com). Web: http:/hNww.iko.com. B; Substitutions: OR EQUAL permitted with Architects approval. 1.2 SHINGLES A. Shingles: Cambridge as manufactured by IKO Manufacturing- E 1. Type: Architectural 2. Exposure: 5-7/8 inches (152 mm). 3.. FM Class No. 4473, Class 4. (Cambridge IR). 4. IKO Iron Clad Protection. Period: 15 years. 5. Limited 10 -Year Algae Resistant Warranty_ 6. Limited wind warranty coverage up to: 110 mph (177 kph). 7. High Wind warranty upgrade to 130 mph (209 kph) available.- -8.. vailable.-8.. ICC ER - 3532 Listed. (Sumas only) 9. Energy Star Rating: Super White Cambridge. 10. Color: As selected by Architect from manufacturers color range available in the location of the Project. B. To ensure coverage under the High Wind Application Limited Wind Resistance Warranty; the shingles shall be installed with additional nails, the shingles shall have an opportunity to seal or be manually sealed and starter strip shingles shall be used. at all eaves and rakes. 1.3 HIP AND RIDGE SHINGLES A. . Product: Ultra HP Hip Profile Ridge Cap Shingles: A high profile self-sealing hip and ridge cap shingle matching the color of selected roof shingle. Each bundle covers approximately 20 lineal feet (6.1 linear meters). 1.4 SHINGLE UNDERLAYMENT D A. Product: IKO Stormtite Synthetic Undedayment. 1.5 ROOFING CEMENT A. Product: Asphalt Plastic Roofing Cement meeting the requirements of ASTM D 4586, Type 1 or 11. or CAN/CGSB-37.5.,. 1.6 ATTIC VENTILATION A. Ridge ventilator designed to allow the passage of air out of attics. For use in conjunction wit eave/ soffit intake ventilation products.. Roof ventilation shall be installed as to meet buildin codes and as instructed from the architectural drawings. 17 NAILS/FASTNENERS A. Product: Standard round wire, zinc -coated steel or aluminum complying. with CSB B 111 and meeting local building codes. 1.8 METAL FLASHING NOTE: G.C. TO INCREASE ROOF INSULATION IN ATTIC TO MINIMUM R-30 L C OGAN HEIGHTS APARTMENTS -1000 LOGAN HEIGHTS CIRCLE SANFORD, FL OWNER MINIMA REVISIONS No. Description Date 100° CD's 11-27-17 OWNER/GC REVIEW 12-19-17 CRL LETTER 2.-05-17 OJECT STATUS C. D. DATE 11-27-2017 OJECT NUMBER 82-2017 .. SC4LE q AS SHOWN A DRAWN BY crlEClcEn 8Y H3D BPH DRAVIIING TITE.E BLDG TYPE I, Il, 111 ROOF PLANS A-1 04 6 mggg Yr .�e OGAN HEIGHTS APARTMENTS -1000 LOGAN HEIGHTS CIRCLE SANFORD, FL OWNER MINIMA REVISIONS No. Description Date 100° CD's 11-27-17 OWNER/GC REVIEW 12-19-17 CRL LETTER 2.-05-17 OJECT STATUS C. D. DATE 11-27-2017 OJECT NUMBER 82-2017 .. SC4LE q AS SHOWN A DRAWN BY crlEClcEn 8Y H3D BPH DRAVIIING TITE.E BLDG TYPE I, Il, 111 ROOF PLANS A-1 04 6 m h c� s U a F 0� m Ix w O a z w Z Lu Lu 0 fL . Lu h 0 a. zIr D 0 w J O s .. z L v� 0 J c� Lo n Lu 2 z vi U Lt! cou. C� om fa ix ix U So O II 0 �Q 00 w� uu Z wo m� hw ZoWr j c O Z. og z .p Ex OR_ IL 0) Zo h4 00 z H— M �o CAw W S 03 �a.w w~ W eQ t� Y ¢� c B wE= - Lu Ni 0 0►. ho w� ' 1--0 ujZ Z0 C_3 Z J w Q iL � - 00 —6Zw hQ W c� w + � U �O zQ 0 za �Q z J0 aV �"A , F- w� z� ¢ o� L Lu o co ow 1-0 a Z o- 3 BUILDING 1YPE III fRONi AND REAR ELEVATIONS 3/32° =1`-()" 0 • SERVICE WIND DESIGN PRESSURES (BASED ULTIMATE DESIGN LOADS FROM ASCE 7-10 MULTIPLIED BY 0.6) BUILDING PIPE II fRONi AND REAR EIEVADS 3132" r V-00 0 a te' 24' SERVICE WIND DESIGNPRESSURES (BASED ULTIMATE DESIGN LOADS FROM ASCE 7-10 MULTIPLIED BY 0.6) . BUIlDINGTE I -fRONf AND REAR 98'h➢ONS 3132" =V -0"o V tai 2dr . �--- * SERVICE WIND DESIGN PRESSURES (BASED ULTIMATE DESIGN LOADS FROM ASCE 7-10 MULTIPLIED BY 0.6) 5 ` EXTERIOR ELEVATIONS NEW OPERABLE WINDOWS REPAINT BUILDING AREAS EFFECTED BY WINDOWINSTALL11ON ONLY PROVIDE. NEW ROOF. SEE SHEET A503 FOR DETAILS D0SCOPE 4F WORK 6 • WIND DESIGN CRITERIA DESIGN BASED ON THE PROVISIONS OF THE FLORIDA BUILDING CODE 2017 EDITION. ASCE 7-10 BASIC WIND SPEED V=139 MPH (3 SEC) RISK CATEGORY = II EXPOSURE CATEGORY = C INTERNAL. PRESSURE COEF=GCPI= #0.18 Kfl(DIRECIIONAU Y)=0.85 IYPE I-fRONiRNDREAREIEVAiIONS BUILDING � BIILDINGIYPEI-fROMANDRfAREIEVADS A5, ,132.,a 0 V --- 1 2 1 ❑c LOGAN HEIGHTS c APARTMENTS 1000 LOGAN HEIGHTS CIRCLE SANFORD, FL OWNER m, REVISIaNs No. i Description Date 100% CD'S_ 11-27-97 OWNERIGC REVIEW 124.947 CRI_ LETTER 2-05-18 PERMIT COMMENTS 6-1418 ROJECT STATUS C.D. tDATE 11-27-2017 PROJECT NUMBER 82-2017 AS SHOWN A DRAWN BY CHECKED BY H3L7 BPH DRAWING TITLE BUILDING ELEVATIONS END GAPS DRAWING NUMSEii A-201. Lu 0 U Q M L. acn W U — rz q R -w w c D �z Z 00 c3 EL' W 9m � w z0 �W � F a0 oz zp zZ Z 8 0 ui ca W �w . F z V J u. Q w E•' W Co La al cO z� z aW Lucc0 F` D O Q �0 cK �0 0. �z w0 ca z QW on cw- �g �W 0 cr- It uj O 0 Z zz O . ¢a �O U 2fz" A Lt! X z>W � a �co ow 0 FoE- o - :>z E0—T .0 1 � 2 UFAS UNIT A - DEMO PLAN 114" =1'-0" 0 .. r FFHA UNIT- A -DEMO PLAN 1/4" =1'-0" o r If a bon ,�wr.� .ter. �.�. • • Pref lat-N-Ni--s--iii r� D2 UFAS UNIT A - PROPOSED FLOOR PLAN i d 0 BEDROOM ROOM A FFHA UNIT A - PROPOSED FLOOR PLAN C2 14' = V0" .0 r Ir a, STANDARD UNIT A --DEMO PLAN 2 SIANr.1,ARD UNR A - PROP1001ED F100R PLAN t UFAS UNIT -A - PROPOSED RCP D41/4" = V-0" o x 4' s' (SEE OVERALL BLDG. PLANS FOR EXIT LIGHTS) FFHA UNIT -PROPOSED RCP C4 114" =1'-0" a r k s (SEE OVERALL BLDG. PLANS FOR EXIT LIGHTS) STANDARD UNIT PROPOSED RCP~ /, • /i A (SEE OVERALL BLDG. PLANS FOR EXIT LIGHTS) - 5 6 UNIT DEMOLITION SCOPE OF WORK D1 REMOVE EXISTING WINDOWS - RETAIN WINDOW SILLS WHERE POSSIBLE D2 EXISTING ENTRY DOOR TO REMAIN IN FFHA & STD UNITS REMOVE IN UFAS - REMOVE HARDWARE _ D3 REMOVE EXISTING ENTRY DOOR D4 REMOVE EXISTING INTERIOR DOOR HARDWARE REPLACE WITH NEW LEVER SETS E D5 REMOVE EXISTING BI -FOLD. DOORS AND TRACKSCL o v ca D6 REMOVE EXISTING TUB/SHOWER - PREP WALLS FOR NEW PREFABRICATED M o ROLL IN UNIT. Q . D7 REMOVE EXISTING TOILET E•- 0 rn REMOVE EXISTING LAVATORY AND FAUCET. u` D9 REMOVE EXISTING BATHROOM ACCESSORIES m U7 REMOVE EXISTING LIGHT FIXTURES - PREPARE CEILING FOR NEW LED FIXTURES AT SAME LOCATION w REMOVE EXISTING APPLIANCES o U. REMOVE EXISTING CABINETS AND COUNTER TOPS j REMOVE EXISTING FLOORING AND BASE - PREP CONCRETE FLOOR FOR o c� C3 NEW FLOORING. U o M 14 REMOVE EXISTING SMOKE DETECTOR 3: U o REMOVE EXISTING CLOSET SHELVING - PATCH AND REPAIR�r ATTACHMENT LOCATIONS D .� 0 rn REMOVE EXISTING HVAC UNITS z . REMOVE EXISTING POPCORN CEILING FINISH AA226001731 sEaL ❑ WILL. qM J. GALLO FL AR0008440 �-� O. c. V.7 a X15', y ❑ BR P. HER T FL AR0015474 O IECT LOGAN HEIGHTS c APARTMENTS GENERAL UNIT SCOPE OF WORK 1000 LOGAN HEIGHTS NEW ENERGY STAR WINDOWS B SIMONTON OR QUAL. SEE A603 ��++ p�+ SERIES FOR DETAILS. V I RC L E NEW 45 MIN RATED ENTRY DOOR - WITH PEEP HOLE AND LEVER SANFORDFL �J .HARDWARE OWNER NEW DOOR HARDWARE - SCHAGE OR EQUAL LEVER SET. SEE .SPECIFICATIONS BOOK FOR FULL DETAIL. NEW MIRRORED BI -PASS CLOSET DOORS NEW ROLL -IN SHOWER AND FIXTURES. (D NEW ADA/WATERSENSE TOILET. NEW LAVATORY W/ WATERSENSE FAUCET. REstaNs RECONFIGURE EXISTING BATHROOM. Na Description Date B 100% CD'S 11.2747 NEW L.E.D. LIGHT FIXTURES TO REPLACE EXISTING (SAME LOCATION). SEE OWNER/GC. REVIEW 12-1947 SPEC. BOOK FOR DETAIL. CRL LETTER 2.06-17 10 NEW ENERGY STAR REFRIGERATOR 1 } NEW ENERGY STAR RANGE/OVEN_SELF CLEANING IN UFAS & FFHA UNITS 12 NEW ENERGY STAR Q.W. 13 NEW CABINETS AND COUNTERTOPS. SEE A404 FOR DETAIL NEW VINYL PLANK FLOOR THROUGHOUT LIVING KITCHEN BEDROOMS 0 14 HALLWAY. 15 NEW SHEET VINYL FLOOR IN BATHROOMS ROJECT STATUS 16 NEW SMOKE DETECTOR - HARDWIRED OR WITH 10 YEAR LITHIUM BATTERY C.D. AT MISSING LOCATION (G.C. TO SURVEY) DATE1 17 N/A 11-27-2417 18 NEW BI -FOLD CLOSET DOOR PROJECT NUMBER 1 g NEW ADJUSTABLE WIRE SHELVES & CLOSET BAR. ONE WALL MOUNTED 82-2017 STANTIONS. PROVIDE UPPER SHELF AND CLOTHES ROD IN BEDROOM - CLOSET WITH (4) 1$" SIDE SHELVES. OTHER CLOSETS REC. 4 FULL LENGTH SCAI.6 SHELVES EACH. AS SHOWN NEW DOOR BELL AND INDICATOR LIGHT SYSTEM ON VISUAL & HEARING A �RAwNY CHECKED BY IMPAIRED UNITS (UNIT LOCATIONS T.B.D.) H3D BPH 21 NEW FIRE ALARM /STROBE AT V/H UNITS (UNITS LOCATION T.B.D.) DRAWING TITLE QNEW HVAC UNITS FLOOR PLANS A TYPE UNITS 23 N/A 0 s s _i � Ilii!!-ii!!i!!!i•fi��f!!!•••• !iii.•1•iI..ii� • i �i Q w O U Q V H Z ow p} Oz CL 4r, .-w BEDROOM a 04 a z 'Q O 0 7 Di ow z BEDROOM co -- ; o' DINING ROI z p cl)} ZR ti„ 0 2 �. o D? e A I8 D7 D7CL D8 z p D9 AH ' zppQ UN- �z s -r Qp us W _c') zLu FFHA UNIT B — DEMO PLAN o? Q w U7/4" = 'l'-0" o x s u.. ui j �p z� uu x B TZ WO 0.d - f. 0cJ lecc m ti a w a w(a U Z -� Iii LL. �. Op U u A IZ Lu �V wQ Q Z z 0 QD Lu O z U zz zz A O f- cruj x 0- w. z� a �L LLi o c STANDARD UNIT B - DEMO PLAN O914" =1'-0" o r 41 e - a I— �z _ �:O U 6 im i . �— . ' �'� �A 1liliilMi#Nilsill ' fliiisslislat•!!ilsi ■ I . 1 iii��i iiiiii iiilHliils•I iiiiliiiiiiiiiiii!!, .t! llfiili!lNliiii!!s!!!lil.dllMiiili! ! iii!!s{ O LIVING ROOM BEDROOM -r © . Emil I,'ee__, s 'ee MGM a Kc ! ►_i s �wi-1�• rr�� i - lissssslssiilsssiisiiili•.[.�Issssi a.-ilHMi-i\"!i-!!!•1•iif-iiilrilM 1�1 liiiiiiiil�gllil•rliilll.ilrli/i.Il�iiii-.1 1. 1 A410 D-1 A-405 (� FFHA UNIT B - PROPOSED FLOOR PLAN V 1/4." =1'-0" o r w a, \ 'te BEDROOMETJ0 I! Flii!•[�-iis.ssiiiiiirsss—iilfissss� iH Til.sssisRisiiiiil�a.ii!-rs.7•*liNi� I" srrrr ©©STANDARD UNIT B LPR.O. POSED FLOORPIA�`" r 4a D1 A-404 ® I i r♦ DINING 'ei 1� FFHA UNIT B — PROPOSED RCP B4- 1/4" =1'-0" e r k, LIVING ROOM KITCHEN a0] Lt (SEE OVERALL BLDG. PLANS FOR EXIT LIGHTS) (SEE OVERALL BLDG. PLANS FOR EXIT LIGHTS) An III 3r4r s - D2 EXISTING ENTRY DOOR TO REMAIN IN FFHA &. STD UNITS REMOVE iN UFAS GENERAL UNff SCOPE OF WORK-`�R •''••X' - REMOVE HARDWARE O O. REMOVE EXISTING ENTRY DOOR REMOVE EXISTING INTERIOR DOOR HARDWARE REPLACE WITH NEW OJECT . LEVER SETS Q HNEW 45 MIN ARDWARE RATED ENTRY DOOR - WiTH PEEP HOLE AND LEVER D5 REMOVE EXISTING BI -FOLD DOORS AND TRACKS (D NEW DOOR HARDWARE - SCHAGE OR EQUAL LEVER SET .SEE SPECIFICATIONS BOOK FOR FULL DETAIL. Di ROLL IN UNIT. d7 REMOVE EXISTING TOILET L4 Q REMOVE EXISTING LAVATORY AND FAUCET. . REMOVE EXISTING BATHROOM ACCESSORIES 4 LIVING ROOM . ix FIXTURES AT SAME LOCATION RECONFIGURE EXISTING BATFtI200ML BEDROOM IL NEW L.E D. LIGHT FIXTURES TO REPLACE EXISTING (SAME LocATTONJ. SEI: SPEC. BOOK FOR DETAIL. o U REMOVE EXISTING FLOORING AND BASE - PREP CONCRETE FLOOR FOR SANFORD, FL C_7 NEW FLOORING 1 ] NEW ENERGY STAR RANGEIOVEN SELF CLEANING IN UFAS & FFHA UNITS OYMER � vrnvcrs REMOVE EXISTING SMOKE DETECTOR i2 NEW ENERGY STAR D.W. REMOVE EXISTING CLOSET SHELVING - PATCH AND REPAIR E C 7 ATTACHMENT LOCATIONS REMOVE EXISTING HVAC UNITS •• Di REMOVE EXISTING POPCORN CEILING FINISH - Q i HALLWAY. BEDROOM }5 NEW SHEET VINYL FLOOR IN BATHROOMS Q 16 NEW SMOKE DETECTOR - HARDWIRED OR WITH 10 YEAR LITHIUM BATTERY m a Y DINING ROOM s s _i � Ilii!!-ii!!i!!!i•fi��f!!!•••• !iii.•1•iI..ii� • i �i Q w O U Q V H Z ow p} Oz CL 4r, .-w BEDROOM a 04 a z 'Q O 0 7 Di ow z BEDROOM co -- ; o' DINING ROI z p cl)} ZR ti„ 0 2 �. o D? e A I8 D7 D7CL D8 z p D9 AH ' zppQ UN- �z s -r Qp us W _c') zLu FFHA UNIT B — DEMO PLAN o? Q w U7/4" = 'l'-0" o x s u.. ui j �p z� uu x B TZ WO 0.d - f. 0cJ lecc m ti a w a w(a U Z -� Iii LL. �. Op U u A IZ Lu �V wQ Q Z z 0 QD Lu O z U zz zz A O f- cruj x 0- w. z� a �L LLi o c STANDARD UNIT B - DEMO PLAN O914" =1'-0" o r 41 e - a I— �z _ �:O U 6 im i . �— . ' �'� �A 1liliilMi#Nilsill ' fliiisslislat•!!ilsi ■ I . 1 iii��i iiiiii iiilHliils•I iiiiliiiiiiiiiiii!!, .t! llfiili!lNliiii!!s!!!lil.dllMiiili! ! iii!!s{ O LIVING ROOM BEDROOM -r © . Emil I,'ee__, s 'ee MGM a Kc ! ►_i s �wi-1�• rr�� i - lissssslssiilsssiisiiili•.[.�Issssi a.-ilHMi-i\"!i-!!!•1•iif-iiilrilM 1�1 liiiiiiiil�gllil•rliilll.ilrli/i.Il�iiii-.1 1. 1 A410 D-1 A-405 (� FFHA UNIT B - PROPOSED FLOOR PLAN V 1/4." =1'-0" o r w a, \ 'te BEDROOMETJ0 I! Flii!•[�-iis.ssiiiiiirsss—iilfissss� iH Til.sssisRisiiiiil�a.ii!-rs.7•*liNi� I" srrrr ©©STANDARD UNIT B LPR.O. POSED FLOORPIA�`" r 4a D1 A-404 ® I i r♦ DINING 'ei 1� FFHA UNIT B — PROPOSED RCP B4- 1/4" =1'-0" e r k, LIVING ROOM KITCHEN a0] Lt (SEE OVERALL BLDG. PLANS FOR EXIT LIGHTS) (SEE OVERALL BLDG. PLANS FOR EXIT LIGHTS) /� STANDARD UNIT B- PROPOSED RCP A41/4' =1'-0" o r 4, (SEE OVERALL BLDG. PLANS FOR EXIT LIGHTS) UNCI DEMOLMON SCOPE OF WORK Di REMOVE EXISTING WINDOWS - RETAIN WINDOW SILLS WHERE POSSIBLE D2 EXISTING ENTRY DOOR TO REMAIN IN FFHA &. STD UNITS REMOVE iN UFAS GENERAL UNff SCOPE OF WORK-`�R •''••X' - REMOVE HARDWARE O. REMOVE EXISTING ENTRY DOOR REMOVE EXISTING INTERIOR DOOR HARDWARE REPLACE WITH NEW OJECT . LEVER SETS Q HNEW 45 MIN ARDWARE RATED ENTRY DOOR - WiTH PEEP HOLE AND LEVER D5 REMOVE EXISTING BI -FOLD DOORS AND TRACKS (D NEW DOOR HARDWARE - SCHAGE OR EQUAL LEVER SET .SEE SPECIFICATIONS BOOK FOR FULL DETAIL. REMOVE EXISTING TUBISHOWER - PREP WALLS FOR NEW PREFABRICATED ROLL IN UNIT. d7 REMOVE EXISTING TOILET L4 Q REMOVE EXISTING LAVATORY AND FAUCET. . REMOVE EXISTING BATHROOM ACCESSORIES ®j REMOVE EXISTING LIGHT FIXTURES - PREPARE CEILING FOR NEW LED FIXTURES AT SAME LOCATION RECONFIGURE EXISTING BATFtI200ML 1 000 LOGAN HEIGHTS REMOVE EXISTING APPLIANCES NEW L.E D. LIGHT FIXTURES TO REPLACE EXISTING (SAME LocATTONJ. SEI: SPEC. BOOK FOR DETAIL. REMOVE EXISTING CABINETS AND COUNTER TOPS REMOVE EXISTING FLOORING AND BASE - PREP CONCRETE FLOOR FOR SANFORD, FL C_7 NEW FLOORING 1 ] NEW ENERGY STAR RANGEIOVEN SELF CLEANING IN UFAS & FFHA UNITS OYMER � vrnvcrs REMOVE EXISTING SMOKE DETECTOR i2 NEW ENERGY STAR D.W. REMOVE EXISTING CLOSET SHELVING - PATCH AND REPAIR o C 7 ATTACHMENT LOCATIONS REMOVE EXISTING HVAC UNITS }4 NEW VINYL PLANK FLOOR "THROUGHOUT LIVING, KITCHEN BEDROOMS, REMOVE EXISTING POPCORN CEILING FINISH /� STANDARD UNIT B- PROPOSED RCP A41/4' =1'-0" o r 4, (SEE OVERALL BLDG. PLANS FOR EXIT LIGHTS) i9 NEW ADJUSTABLE WIRE SHELVES &. CLOSET BAR. ONE WALL MOUNTED STANTIONS. PROVIDE UPPER SHELF AND CLOTHES ROD IN BEDROOM B CLOSET WiTH (41 IT SIDE SHELVES. OTHER CLOSETS REG 4 FULL LENGTH SHELVES EACH. NEW DOORBELL AND INDICATOR LIGHT SYSTEM ON VISUAL & HEARING _ IMPAIRED UNITS (UNIT LOCATIONS T.B.D.) 21 NEW FIRE ALARM /STROBE AT V/H UNITS (UNITS LOCATION T.B.D.1 NEW HVAC UNITS O NTA PROJECT STATUS C.D. DATE 11-27-20317 PROJECT NUMBER 82-2017 SCALE AS SHOWN A DRAWN BY CHECKED BY H3.D BPH DRAii�}JG TITLE FLOOR PLANS 8 TYPE UNITS nceu"ur� sll lateoro 1--A-402-B b GENERAL UNff SCOPE OF WORK-`�R •''••X' NEW ENERGY STAR WINDOWS BY SIMONTON OR EQUAL. SEE A603 ❑ P HER T +FL AR0015474 SERIES FOR DETAILS. OJECT . Q HNEW 45 MIN ARDWARE RATED ENTRY DOOR - WiTH PEEP HOLE AND LEVER LOGAN HEIGHTS (D NEW DOOR HARDWARE - SCHAGE OR EQUAL LEVER SET .SEE SPECIFICATIONS BOOK FOR FULL DETAIL. C APARTMENTS. L.! NEW MIRRORED BI -PASS CLOSET DOORS 55 NEW ROLL -IN SHOWER AND FIXTURES. O6 NEW ADA/WATERSENSE TOILET. NEW LAVATORY W/ WATERSENSE FAUCET. RECONFIGURE EXISTING BATFtI200ML 1 000 LOGAN HEIGHTS NEW L.E D. LIGHT FIXTURES TO REPLACE EXISTING (SAME LocATTONJ. SEI: SPEC. BOOK FOR DETAIL. C � RG L E a • SANFORD, FL 1 ] NEW ENERGY STAR RANGEIOVEN SELF CLEANING IN UFAS & FFHA UNITS OYMER � vrnvcrs i2 NEW ENERGY STAR D.W. i 3 NEW CABINETS AND COUNTER TOPS. SEE A404 FOR DETAIL f }4 NEW VINYL PLANK FLOOR "THROUGHOUT LIVING, KITCHEN BEDROOMS, t: HALLWAY. }5 NEW SHEET VINYL FLOOR IN BATHROOMS 16 NEW SMOKE DETECTOR - HARDWIRED OR WITH 10 YEAR LITHIUM BATTERY AT MISSING LOCATION (G.C. TO SURVEY) 17 NIA d "g`' 18 NEW BI -FOLD CLOSET DOOR REVISIONS x� - N"M Ng "� a elr� •F,S�.a �- -s i9 NEW ADJUSTABLE WIRE SHELVES &. CLOSET BAR. ONE WALL MOUNTED STANTIONS. PROVIDE UPPER SHELF AND CLOTHES ROD IN BEDROOM B CLOSET WiTH (41 IT SIDE SHELVES. OTHER CLOSETS REG 4 FULL LENGTH SHELVES EACH. NEW DOORBELL AND INDICATOR LIGHT SYSTEM ON VISUAL & HEARING _ IMPAIRED UNITS (UNIT LOCATIONS T.B.D.) 21 NEW FIRE ALARM /STROBE AT V/H UNITS (UNITS LOCATION T.B.D.1 NEW HVAC UNITS O NTA PROJECT STATUS C.D. DATE 11-27-20317 PROJECT NUMBER 82-2017 SCALE AS SHOWN A DRAWN BY CHECKED BY H3.D BPH DRAii�}JG TITLE FLOOR PLANS 8 TYPE UNITS nceu"ur� sll lateoro 1--A-402-B b GENERAL UNff SCOPE OF WORK-`�R •''••X' NEW ENERGY STAR WINDOWS BY SIMONTON OR EQUAL. SEE A603 ❑ P HER T +FL AR0015474 SERIES FOR DETAILS. OJECT . Q HNEW 45 MIN ARDWARE RATED ENTRY DOOR - WiTH PEEP HOLE AND LEVER LOGAN HEIGHTS (D NEW DOOR HARDWARE - SCHAGE OR EQUAL LEVER SET .SEE SPECIFICATIONS BOOK FOR FULL DETAIL. C APARTMENTS. L.! NEW MIRRORED BI -PASS CLOSET DOORS 55 NEW ROLL -IN SHOWER AND FIXTURES. O6 NEW ADA/WATERSENSE TOILET. NEW LAVATORY W/ WATERSENSE FAUCET. RECONFIGURE EXISTING BATFtI200ML 1 000 LOGAN HEIGHTS NEW L.E D. LIGHT FIXTURES TO REPLACE EXISTING (SAME LocATTONJ. SEI: SPEC. BOOK FOR DETAIL. C � RG L E i0 .NEW ENERGY STAR REFRIGERATOR SANFORD, FL 1 ] NEW ENERGY STAR RANGEIOVEN SELF CLEANING IN UFAS & FFHA UNITS OYMER � vrnvcrs i2 NEW ENERGY STAR D.W. i 3 NEW CABINETS AND COUNTER TOPS. SEE A404 FOR DETAIL }4 NEW VINYL PLANK FLOOR "THROUGHOUT LIVING, KITCHEN BEDROOMS, HALLWAY. }5 NEW SHEET VINYL FLOOR IN BATHROOMS 16 NEW SMOKE DETECTOR - HARDWIRED OR WITH 10 YEAR LITHIUM BATTERY AT MISSING LOCATION (G.C. TO SURVEY) 17 NIA 18 NEW BI -FOLD CLOSET DOOR REVISIONS i9 NEW ADJUSTABLE WIRE SHELVES &. CLOSET BAR. ONE WALL MOUNTED STANTIONS. PROVIDE UPPER SHELF AND CLOTHES ROD IN BEDROOM B CLOSET WiTH (41 IT SIDE SHELVES. OTHER CLOSETS REG 4 FULL LENGTH SHELVES EACH. NEW DOORBELL AND INDICATOR LIGHT SYSTEM ON VISUAL & HEARING _ IMPAIRED UNITS (UNIT LOCATIONS T.B.D.) 21 NEW FIRE ALARM /STROBE AT V/H UNITS (UNITS LOCATION T.B.D.1 NEW HVAC UNITS O NTA PROJECT STATUS C.D. DATE 11-27-20317 PROJECT NUMBER 82-2017 SCALE AS SHOWN A DRAWN BY CHECKED BY H3.D BPH DRAii�}JG TITLE FLOOR PLANS 8 TYPE UNITS nceu"ur� sll lateoro 1--A-402-B b C GAG 00 O - z 0p0 8 z ul O w PE .0. 0 D 0 w O C0 z w !2 w � d 0 0 - on: wU aQ 2 `0 0 in w �z m(1) qW Z O LL ¢ 1= C oz. z0 Ii. 0.. O � Z �a 006 zz �O CO w zz QQ �Q. aY a� - Z w Lu0 �Q > O 0- 0 _Q �a. ¢d wz zQ Z 4 w LL. O Q QLu W Q z¢ acrj Z z �O �o w0 Z0 m A vOi F - co w ?C aw Q ti � t3 LuQ co z F0 • �tQ�i 5 pC wz -T '= 0 s UFAS'UNIT C - DEMO PLAN U4" =1'-0" 0 r x' s' R FFHA UNIT C - DEMO PLAN U 1/4" =1'-0" 0 r If v STANDARD UNIT C - DEMO PLAN 114" =1'-0" 2 J& U.11AX116) UNIT C - PROPOSED FLOOR PLANDI 114" = T-0" D'1 EFHA UNIT C - PROPOSED F OOR UN A-408 V v J 114"= V-0" STANDARD A3 DI UNI C. PROPOV.8ED FLOOR PLAN 0 r •I' s m 6 , UNIT DEMOLITION SCOPE OF WORK Dt REMOVE EXISTING WINDOWS - RETAIN WINDOW SILLS WHERE POSSIBLE D2 . EXISTING ENTRY DOOR TO REMAIN IN FFHA & STD UNITS REMOVE IN UFAS * REMOVE HARDWARE D3 .REMOVE. EXISTING ENTRY DOOR 40 REMOVE EXISTING INTERIOR DOOR HARDWARE REPLACE WITH NEW LEVER SETS REMOVE EXISTING BI -FOLD DOORS AND TRACKS D6 REMOVE EXISTING TUB/SHOWER-PREP WALLS FOR NEW PREFABRICATED ROLL IN UNIT. D7 REMOVE EXISTING TOILET REMOVE EXISTING LAVATORY AND FAUCET. D9 REMOVE EXISTING BATHROOM ACCESSORIES REMOVE EXISTING LIGHT FIXTURES - PREPARE CEILING FOR NEW LED %7 FD(TURES AT SAME LOCATION REMOVE EXISTING APPLIANCES REMOVE EXISTING CABINETS AND COUNTER TOPS t REMOVE EXISTING FLOORING AND BASE - PREP CONCRETE FLOOR FOR NEW FLOORING REMOVE EXISTING SMOKE DETECTOR REMOVE EXISTING CLOSET SHELVING - PATCH AND REPAIR 1--� ATTACHMENT LOCATIONS REMOVE EXISTING HVAC UNITS REMOVE EXISTING POPCORN CEILING FINISH GENERAL UNIT SCOPE OF WORK D NEW ENERGY STAR WINDOWS BY SIMONTON OR EQUAL SFE A603 SERIES FOR DETAILS. 2 NEW 45 MIN RATED ENTRY DOOR - WITH PEEP HOLE AND LEVER HARDWARE QNEW DOOR HARDWARE-SCHAGE OR EQUAL LEVER SET. SEE SPECIFICATIONS BOOK FOR FULL DETAIL. ONEW MIRRORED 8I -PASS CLOSET DOORS. I�5 NEW ROLL -IN SHOWER AND FDXTURES. NEW ADA/WATERSENSETOILET, NEW LAVATORY W/ WATERSENSE FAUCET. RECONFIGURE EXISTING BATHROOM. QNEW LE.D. LIGHT FIXTURES TO REPLACE EXISTING (SAME LOCATION). SEE SPEC. BOOK FOR DETAIL t0 NEW ENERGY STAR REFRIGERATOR t t NEW ENERGY STAR RANGE/OVEN SELF CLEANING IN UFAS & FFHA UNITS 12 NEW ENERGY STAR D.W. t3 NEW CABINETS AND COUNTER TOPS. SEE A404 FOR DETAIL 14 NEW VINYL PLANK FLOOR THROUGHOUT LIVING, KITCHEN BEDROOMS, HALLWAY. 15 NEW SHEET VINYL FLOOR IN BATHROOMS ] 6 NEW SMOKE DETECTOR - HARDWIRED OR WITH 10 YEAR LITHIUM BATTERY AT MISSING LOCATION (G.C. TO SURVEY) T7 N/A t8 NEW BWOLD CLOSET DOOR t9 NEW ADJUSTABLE WIRE SHELVES & CLOSET BAR. ONE WALL MOUNTED STANTIONS. PROVIDE UPPER SHELF AND CLOTHES ROD IN BEDROOM CLOSET WITH (4) 1$" SIDE SHELVES. OTHER CLOSETS REC. 4 FULL LENGTH SHELVES EACH. NEW DOOR BELL AND INDICATOR LIGHT SYSTEM ON VISUAL & HEARING IMPAIRED UMTS (UNIT LOCATIONS T.B.D.) 21 NEW FIRE ALARM /STROBE AT WH UNITS (UNITS LOCATION T.B.D.( NEW HVAC UNITS QN/A SEE A -403-C2 FOR CEILING PLANS 0 10 A AA226001731 SEAL ❑ 4 LLIAM J. GALLO FL AR0008440 sop 3. J/ L ❑ IAN.P. HE T FLM0015474 OJECT LOGAN- HEIGHTS C APARTMENTS 1000 LOGAN HEIGHTS CIRCLE SANFORD, FL iOVMER REVISIONS No. Description Date B 100% CD's '11-2747 OWNERIGC REWEW 12-1947 CRL LEITER 2-05-17 —. OJECT STATUS CD. DATE. 11-27-2017 F'RQJECT NUMBER 82-2017 scALE AS SHOWN A DRAWN BY CHECKED BY H3D BPH DRAWING TITLE FLOOR PLANS C TYPE UNITS A -403-C1 tL Q 0 U f a D 0 z .0 v) 0 In cn nui' z Z w tiZ 0� w� v a .N n �z �4 00 0 it wu �Z w0 Mr t- W �0 �Lu CO 4H 0Z a} �O ca 0 - Lu -� 0 zZ �Q C iz 2 u) isui iE z Z So. v� ami Q GY zd� uu H L� LuQ �w o n. o go ¢ R. en Z z0 vN =z LL. . O 0 .. 0!_ 15g O�uj ulD ID W z .�Z ¢ 0z O V � ¢ Q Ud 0 �0 oZ A go a� zd L}i. a� w c Oto 0� �o saz = I F 0 K 2 K (SEE OVERALL BLDG. PLANS FOR EXIT LIGHTS) - (SEE OVERALL BLDG. PLANS FOR EXIT LIGHTS) A3 STANDARD UNIT G - PROPOSED CEIUNG PIAN ` FOR EXIT LIGHTS) BLDG. PLANS 1/4" = V-0" o r w s 5 6 UNIT DEMOLITION SCOPE OF WORK D1 REMOVE EXISTING WINDOWS -RETAIN WINDOW SILLS WHERE POSSIBLE D2 EXISTING ENTRY DOOR TO REMAIN IN FFHA & STD UNITS REMOVE IN UFAS -REMOVE HARDWARE D3 .REMOVE EXISTING ENTRY DOOR REMOVE EXISTING INTERIOR DOOR HARDWARE REPLACE WITH NEW LEVER SETS D5 REMOVE EXISTING BI -FOLD DOORS AND TRACKS REMOVE EXISTING TUB/SHOWER - PREP WALLS FOR NEW PREFABRICATED Db ROIL IN UNIT. D7 REMOVE EXISTING TOILET QREMOVE EXISTING LAVATORY AND FAUCET. REMOVE EXISTING BATHROOM ACCESSORIES REMOVE EXISTING LIGHT FIXTURES - PREPARE CEILING FOR NEW LED C 7 FIXTURES AT SAME LOCATION REMOVE EXISTING APPLIANCES REMOVE EXISTING CABINETS AND COUNTER TOPS REMOVE EXISTING FLOORING AND BASE - PREP CONCRETE FLOOR FOR NEW FLOORING REMOVE EXISTING SMOKE. DETECTOR REMOVE EXISTING CLOSET SHELVING - PATCH AND REPAIR ATTACHMENT LOCATIONS REMOVE EXISTING HVAC UNITS ®T REMOVE EXISTING POPCORN CEILING FINISH GENERAL UNIT SCOPE OF WORK T NEW ENERGY STAR WINDOWS BY SIMONION OR EQUAL. SEE A603 SERIES FOR DETAILS. j� .NEW 45 MIN RATED ENTRY DOOR - WITH PEEP HOLE AND LEVER �J HARDWARE NEW DOOR HARDWARE -SCHAGE OR EQUAL LEVER SET. SEE SPECIFICATIONS BOOK FOR FULL DETAIL . NEW MIRRORED N -PASS CLOSET DOORS QNEW ROLWN SHOWER AND FIXTURES. NEW ADA/WATERSENSE TOILET. NEW LAVATORY W/ WATERSENSE FAUCET. RECONFIGURE EXISTING BATHROOM_ O9 NEW LE.D_ LIGHT FIXTURES TO REPLACE EXISTING (SAME LOCATION). SEE SPEC. BOOK FOR DETAIL I0. .NEW ENERGY STAR REFRIGERATOR 11 NEW ENERGY STAR RANGE/OVEN SELF CLEANING IN UFAS & FFHA UNITS T2 NEW ENERGY STAR D.W. 13 NEW CABINETS AND COUNTER TOPS. SEE A404 FOR DETAIL . 14 NEW V{iNYt PLANK FLOOR THROUGHOUT WING. KITCHEN;BEDROOMS. HALLWAY. T 5 NEW SHEET VINYL FLOOR IN BATHROOMS 3 6 NEW SMOKE DETECTOR - HARDWIRED OR WITH. 10 YEAR LITHIUM BATTERY AT MISSING LOCATION (G.C. TO SURVEY) 3 7 WA Ig NEW BI -FOLD CLOSET DOOR t9 NEW ADJUSTABLE WIRE SHELVES & CLOSET BAR. ONE WALL MOUNTED STANTIONS. PROVIDE UPPER SHELF AND CLOTHES ROD IN BEDROOM CLOSET WITH (4) IT SIDE SHELVES. OTHER CLOSETS REC. 4 FULL LENGTH SHELVES EACH. NEW DOOR BELL AND INDICATOR LIGHT SYSTEM ON VISUAL & HEARING IMPAIRED UNITS (UNIT LOCATIONS T.S.D.) 2I NEW FIRE ALARM /STROBE AT V/H UNITS (UNITS LOCATION T.B.D.) NEW HVAC UNITS N/A FOR (2) BEDROOMS CONNECT TO EXISTING J BOX AT LIVING ROOM AND MASTER BEDROOM SEE A -402 -Cl FOR FLOOR PLANS E Al `1`.Y• J�::�l� 0 BR N P. _ERBERT LOGAN HEIGHTS c APARTMENTS 1000 LOGAN HEIGHTS CIRCLE SANFORD, FL OWNER REVISIONS NO. - Description Date 1006/6 CD`S 11-2747 OWNERIGC REVIEW 12-19-17 CRL LETTER 2.05-17 OJECT STATUS C.D. r DATE -L 11-27-2017 ROJECT NUMBER 82-2017 SCALE AS SHOWN DRAWN BY CHECKED SY H3D BPH DRAWING TITLE CEILING PLANS C TYPE UNITS A -403-C2 fnR • t UJ .a low Er x - w s LuT { , a „ r uj 4 Lul AA226001731 Q� `1`.Y• J�::�l� 0 BR N P. _ERBERT LOGAN HEIGHTS c APARTMENTS 1000 LOGAN HEIGHTS CIRCLE SANFORD, FL OWNER REVISIONS NO. - Description Date 1006/6 CD`S 11-2747 OWNERIGC REVIEW 12-19-17 CRL LETTER 2.05-17 OJECT STATUS C.D. r DATE -L 11-27-2017 ROJECT NUMBER 82-2017 SCALE AS SHOWN DRAWN BY CHECKED SY H3D BPH DRAWING TITLE CEILING PLANS C TYPE UNITS A -403-C2 F- !d WU _ MLLI uj F zZ t3 OQ D n 0 N t- 0 7- a. D U E z ted' W n 0 ca z p — U ccO a W ZLu D 0 0 W O C3 w 8 M ccQZ 0- dw Wix 0 0 Z Z Q u- 00 W - Z mco rul z �tu Q aZ a 40 0.0. z za u� �z 0 �Lu ui rui zZ o— U LL Wt j Wo 0 Y a� V CL B W� UJ D iso > as O zd �- wz z �Lu a� 00 UJti g LU WW sIx W i'- U � j3 Z z.4 zz D D UZ oA z F- �X aLu z Ouj u -j W u- 1-0 U 5�a �O �v 1p, . h 3 I 2 A-404 I (D _ A_ I i � I I . I i Q I —' 1 0 i2 I 3; 3'-0" d, c v 4" A 2'4r y A3 A4 - A -404 A-404 ENLARGED STANDARD KITCHEN PLAN Dl' In" = V-0" a r r 4' RANGE AND HOOD MILLWORK SECTION - M 1 w = 1'-0" 4 s" 1' 139 1 2 ELEVATION 1. RESIDENTS PANTRY MILLWORK SECTION A41 af" _ V-0" p 3 a T 4 � 5 0 ELEVATION 2 RESIDENTS PANTRY MILLWORK SECTION ELEVATION 3 RESIDENTS PANTRY MILLWORK SECTION -- A6 r_ s E- I U P. •N•C�,,'� 1 'f D h n ❑ B IAN P, 'HERBERi'' L AR001544 PROJECT LO EIGHTS c APARTMENTS 1 000 LOGAN HEIGHTS CIRCLE SANFORD,- FL j QPLASTIC LAMINATED COUNTERTOP - WILSONART CARBON OWNER l MESH 4880-38 with 6" bacKsplash PLASTIC LAMINATE - WILSONART NATURAL MAPLE 2008 QSLIDING DRAWER OBASE CABINET TOP CABINET GFI RECEPTACLE AT 42" MAX REVISIONS DEDICATED RECEPTACLE MOUNTY AT 42" MAX HARDWARE "BAR" TYPE PULLS MOUNT AT BTM OF UPPER AND B �--/ TOP OF LOWER CABS NEW ADA SINK 10 NEW REFRIGERATOR ENERGY STAR CERTIFIED l t NEW 24" RANGE ENERGY STAR CERTIFIED " 3 2 NEW RANGE HOOD - ENERGY STAR KEY eo.. [ �S E5 ROJECT STATUS C.D. G E N E R A L N O T E S F O R DATE . G U S T O M M I L L W O R K 11-27-2017 f. VERIFY IN FIELD ALL DIMENSIONS PRIOR TO CABINETRY FABRICATION PROJECT NurnsER 2- THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR REFERENCE ONLY. 82-201 7 THE G.C. SHALL PREPARE SUBMITTAL DOCUMENTS" FOR THE ARCHITECTS & TENANT'S APPROVAL PRIOR TO FABRICATION SCALE 3. COORDINATE ALL EQUIPMENT CLEARANCES & DIMENSIONS PRIOR TO CABINET AS SHOWN FABRICATION A pRq} gy CHECKED BY 4. - ALL EXPOSED WOOD SURFACES SHALL RECEIVE PLASTIC LAMINATE FINISHES H3D BPH (U.0 -N.) DRAWNG TITLE 5. PROVIDE HORIZONTAL PULL -HANDLES. SIZE AND FINISH AS SELECTED BY TENANT STADARD 6. PROVIDE LOCKABLE HARDWARE AS REQUIRED. COORDINATE WITH TENANT KITCHEN DETAILS GENERAL MILLWORK NOTE DRAWING NUMBER D6 A'404 6 s , a - r t a %l A55 i �zla 3ke .1i P. •N•C�,,'� 1 'f D h n ❑ B IAN P, 'HERBERi'' L AR001544 PROJECT LO EIGHTS c APARTMENTS 1 000 LOGAN HEIGHTS CIRCLE SANFORD,- FL j QPLASTIC LAMINATED COUNTERTOP - WILSONART CARBON OWNER l MESH 4880-38 with 6" bacKsplash PLASTIC LAMINATE - WILSONART NATURAL MAPLE 2008 QSLIDING DRAWER OBASE CABINET TOP CABINET GFI RECEPTACLE AT 42" MAX REVISIONS DEDICATED RECEPTACLE MOUNTY AT 42" MAX HARDWARE "BAR" TYPE PULLS MOUNT AT BTM OF UPPER AND B �--/ TOP OF LOWER CABS NEW ADA SINK 10 NEW REFRIGERATOR ENERGY STAR CERTIFIED l t NEW 24" RANGE ENERGY STAR CERTIFIED " 3 2 NEW RANGE HOOD - ENERGY STAR KEY eo.. [ �S E5 ROJECT STATUS C.D. G E N E R A L N O T E S F O R DATE . G U S T O M M I L L W O R K 11-27-2017 f. VERIFY IN FIELD ALL DIMENSIONS PRIOR TO CABINETRY FABRICATION PROJECT NurnsER 2- THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR REFERENCE ONLY. 82-201 7 THE G.C. SHALL PREPARE SUBMITTAL DOCUMENTS" FOR THE ARCHITECTS & TENANT'S APPROVAL PRIOR TO FABRICATION SCALE 3. COORDINATE ALL EQUIPMENT CLEARANCES & DIMENSIONS PRIOR TO CABINET AS SHOWN FABRICATION A pRq} gy CHECKED BY 4. - ALL EXPOSED WOOD SURFACES SHALL RECEIVE PLASTIC LAMINATE FINISHES H3D BPH (U.0 -N.) DRAWNG TITLE 5. PROVIDE HORIZONTAL PULL -HANDLES. SIZE AND FINISH AS SELECTED BY TENANT STADARD 6. PROVIDE LOCKABLE HARDWARE AS REQUIRED. COORDINATE WITH TENANT KITCHEN DETAILS GENERAL MILLWORK NOTE DRAWING NUMBER D6 A'404 6 r O a O U - w 0 0 z �IOU oa Q� -Sul CO a � z wa op 0 �Z in z� zF A LL oz a >- a.r ma ci. ILs z0 I-¢ Ucr) z Ouip s zz 6w J_ LU W !it c� cO I.0 UJ �- foo sz �D w> 1-99 o n. LLJ �O t- 0 �a wz dig- �z a Wr`, 00 a12 i~ � uj �a wIwoLLJ� z¢ �z ¢p �O ui zV �O VL 0� LLj W �CO) O w O �o 2 3 4 g 6 P / O b p y� ♦ O f s, E f�� \0-10 ., Nm A", 3 12 ' - � e 2 A405 ! - 0 C) °> ao 04 X 3f I�V to co 4 - 4" 12 uJ m o 1 a L to io gig — w x T T T w W LL r tf3 4 It �4 � �:I 4 `� `v, 12 ,'� 4 . Zai • M �, 12 Iu o D' w A3 A4 3 v A ELEVATION 1 ELEVATION 2 ELEVATION 3 A-444 REMOVABLE REMOVABLE o BASE CAB. BASE CAB. 32" WIDE MIN. 32• WIDE MIN. AA22bC101731 IL SEAT. ENLARGED KITCHEN PLA E L EVATI CJ N S o WI TAM J.GALLd FLA 008440 UNIT A&B- ADAPTABLE r� UNIT TYPE A&B-ADAPTABLE DI NOTE. LAYOUT OF ACCESSIBLE UNIT B IS 3I4° =1'-0" o r z DJ4" s 1+_p" o r z THE SAME AS.ACCESSIBLE UNIT A, BUT ROTATED AND APLLIES =mawFOR BOTH ADAPTABLE UNITS • •-QIP* t PLASTIC LAMINATED COUNTERTOP - WILSONART CARBON MESH 4880 -381X. -- G• E N E R A L N O T E S F O r " R O PLASTIC LAMINATE - WILSONART-NATURAL MAPLE 2008 C U S T O M M I L L W 0 R K V SLIDING DRAWER WITH FULL EXTENSION•.^. '- 1. VERIFY IN FIELD ALL DIMENSIONS PRIOR TO CABINETRY FABRICATION C •..... • •' _ BASE CABINET CNP. 2, THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR REFERENCE ONLY.❑ B HET'FL AR0015474 THE G.C. SHALL PREPARE SUBMITTAL DOCUMENTS .EOR THE ARCHITECTS &-1 ECT TDP CABINET TENANT'S APPROVAL PRIOR TO FABRICATION 8 oan 8 eQe $ o� 8 o® 6 GF1 RECEPTACLE 3. COORDINATE ALL EQUIPMENT CLEARANCES .& DIMENSIONS PRIOR TO CABINET FABRICATION • • I LOGAN HEIGHTS O DEDICATED RECEPTACLE 46' MAX AFF 1 � • • n 4. ALL EXPOSED WOOD SURFACES SHALL RECEIVE PLASTIC LAMINATE FINISHES 2 • 2' . 2 2 V HARDWARE SHAD. BE D PUL OR SIMILAR ADA COMPLIANT (U.O.N.) l • . s C APARTMENTS QNEW SINK - SEE PRODUCT SEPCIFCATIONS BOOK 5. PROVIDE HORIZONTAL PULL -HANDLES. SIZE AND FINISH AS SELECTED BY TENANT _ � � • 10 NEW ENERGY START RATED REFRIDGERATOR/FREEZER - USE 6. PROVIDE LOCKABLE HARDWARE AS REQUIRED. COORDINATE WITH TENANT N 2 t 2 2 2 • COUNTER DEPTH REF AT UFAS UNIT • 11 NEW ENERGY STAR /SELF CELANING/ RANGE WIM FRONT - I . - � � • � �- , CONTROLS - SEE PRODUCT SPECIFCATION BOOK r f • I 12 NEW 24" ENERGY STAR DISHWASHER - � �� • � + �� • 1000 LOGAN HEIGHTS KEY N CJTES GENERAL MILLWORK NOTES 5 5 CIRCLE (c i � - - C2 SA�IFC)RD FL. k OWNER g oan g o� $ I ocm PZ -10 REVISIONS No. Description Date " 2 -1 Z-1" 2 _1 [ 100% CD'S 11-27-17 OWNERIGC REVIEW . 12-1947 CRL LETTER 2-05-17 - to z g rx3 m 3 B" LOW WALL OR BY ir z 4 d Q MILLWORK PROVIDER O �,: g U. B °`a° • LL U : O O O • O a 0 Qen 4 a • LL O - t— pp in in Q� 4 2 ' • ROJECT STATUS OVIDE WORK SPACE WITH MIN. N - co - ENERGY STAR SELF CLEANING 8 I C.D. 04 ' 'WIDE 3C 27" HIGH CLEARANCE OVEN W/ FRONT CONTROLS 1' W AX COUNTER HT. 34" v � _"0-1 DATE REMOVABLE BASE. 11-27-2017 CABINET ROJECT NUMBER LARGE DRAWER WITN 82-�2��I,T FULL EXTENSION SLIDES $ PULL OUT WIRE SHELF (TYP.) 8 .� 4 FULL EXTENSION i SCALE A AS SHOWN 2 i A DRAWAI sY CHECKED BY H3D BPH " DRAWING T17LE " CONTINUE FLOORING CONTINUE FLOORING /� --- UNDER CABINET UNDER CABINET ADAPTABLE 30" ROLL UNDER WORK AREA RANGE AND HOOD BASE AND UPPER CAB. BASE SINK AND UPPER CAB BASE AIyQ UPPER CAB KITCHEN DE SLS MILLWORK SECTION MILLWORK SECTION, MILLWORK SECTION M LW_d MILLWORK SECTION MILLWORK SECTION DRA�ING N�M�R A2 1 W _ 1'-O" 0 8" 1' '+� A3 " ' " 0 $" !' !3L" A� Y2" _ V-0" + Q 1% 1-0 1 - a s• r 1� j �� 11" =1'4" ° $` !' ! ' �" MEOW 1%z" =1' -t)" 6 IV r !+h• A-405 " b .0 f z F z Ill u1 kz ow c p� U p!q 0 az z w -a IX LL 00 0LLI Ix Lu Cz? co 6 w z0 H 0r Cz 0 z a >- gp 0- .-j zo a� � z z UJ Lu z z ¢O — tS W - co Y ¢cr 2 �.u1 a= p u, t7 �Q �cr. o c� �- 0 t3 .. 0 L I fl. ulz z0 U U5 JZ Q W 0 0 W2 t;g w tti U �p LU z za O N f �O ao uj00 z U � C'3 OF A wN aul O � O v1 o� �U co z �. O K A3 A-404 A4 A-404 ENLARGED KITCHEN PLAN UNIT A&B- ACCESSIBLE 314" = V-0" r T kiiiiiiiiia OPLASTIC LAMINATED COUNTER - WIL T CARB-0b MESH 4880-38 PLASTIC LAMINATE - WMLSONART NATURAL MAPLE 2008 SLIDING DRAWER WITH FULL"EXTENSION BASE CABINET TOP. CABINET GFI RECEPTACLE QDEDICATED RECEPTACLE 46" MAX AFF O HARDWARE SHALL BE D PUL OR SIMILAR ADA COMPLIANT QNEW SINK SEE PRODUCT SEPCIFCATIONS BOOK TD NEW ENERGY START RATED REFRIDGERATOR/FREEZER - USE COUNTER DEPTH REF AT UFAS UNIT 11 NEW ENERGY STAR / SELF CELANING/ RANGE WIHT FRONT CONTROLS - SEE PRODUCT SPECIFCATION BOOK t2 . NEW 24" ENERGY STAR DISHWASHER cl KEY N CDTES G E N E R A L N 0 T E S F O R C U S T 0 M M I L L W 0 R K 1. VERIFY IN FIELD ALL DIMENSIONS PRIOR TO CABINETRY FABRICATION 2. THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR REFERENCE ONLY. THE G.C. SHALL PREPARE SUBMITTAL DOCUMENTS FOR THE ARCHITECTS & TENANTS APPROVAL PRIOR TO FABRICATION 3., COORDINATE ALL EQUIPMENT CLEARANCES & DIMENSIONS PRIOR TO CABINET FABRICATION 4. ALL EXPOSED WOOD SURFACES SHALL RECEIVE PLASTIC LAMINATE FINISHES (U.O.N.) 5. PROVIDE HORIZONTAL PULL -HANDLES. SIZE AND FINISH AS SELECTED BY TENANT b. PROVIDE. LOCKABLE HARDWARE AS REQUIRED. COORDINATE WITH TENANT �GIEERAL�MlLWORK NOTES UNDER CABINET .... 3TROLL UNDER WORK AREA MILLWORK SECTION A21 Y2"= 1'-0" a s• r ,,¢• 1 � ELEVATION 1 El a r ,a 5 s 5 REMOVABLE ELEVATION 2 REMOVABLE BASE CAB. BASE CAB. 2" WIDE MIN. 32" WIDE MIN. E l E\/ATI C'") N UNIT TYPE A&B-UFAs D3W4"= l' -O" - o r r y RANGE AND HOOD MILLWORK SECTION A3lY2" V-0"3 BASE AND UPPER CAB. MILLWORK SECTION a c i* 2 NOTE: LAYOUT OF ACCESSIBLE UNIT B IS THE SAME AS ACCESSIBLE UNIT A, BUT ROTATED AND APLUES FOR BOTH FFH &UFAS. UNITS UNDER CABINET BASE SINK AND UPPER CAB MILLWORK SECTION A5 1"'v =1.-0" 5 orsar- w*.P. 32" WIDE MIN. r-] 2 2 5 P I 0 �0 5 12 zz N Q3 ( j V-3" �=• ` rs4�4 11 � � 4 LOGAN HEIGHTS ELEVATION 1 El a r ,a 5 s 5 REMOVABLE ELEVATION 2 REMOVABLE BASE CAB. BASE CAB. 2" WIDE MIN. 32" WIDE MIN. E l E\/ATI C'") N UNIT TYPE A&B-UFAs D3W4"= l' -O" - o r r y RANGE AND HOOD MILLWORK SECTION A3lY2" V-0"3 BASE AND UPPER CAB. MILLWORK SECTION a c i* 2 NOTE: LAYOUT OF ACCESSIBLE UNIT B IS THE SAME AS ACCESSIBLE UNIT A, BUT ROTATED AND APLUES FOR BOTH FFH &UFAS. UNITS UNDER CABINET BASE SINK AND UPPER CAB MILLWORK SECTION A5 1"'v =1.-0" 5 orsar- w*.P. 32" WIDE MIN. r-] 2 2 5 P I 0 2'-1" BASE AND UPPER CAB A6 MILLWORK SECTION 6 ml*7 REVISIONS No. Description Date 100° CD's 11-27-17 OWNERIGC REVIEW 12-19-17 CRL LETTER 2-05-17 ROJECT STATUS C -D, DATE 11-27-2017 PROJECT NUMBER 82-2017 SCALE AS SHOWN A DRAWNBY CHECKED SY H31) BPH DRAWING TITLE UFAS ACCESSIBLE KITCHEN DETAILS �0 V-3" �=• ` rs4�4 C� B. P ER FL AR0015474 � - PRDJ�CT • LOGAN HEIGHTS c APARTM E NTS 1000 LOGAN HEIGHTS ' CIRCLE SANFORD, FL x "Er : a�� e 2'-1" BASE AND UPPER CAB A6 MILLWORK SECTION 6 ml*7 REVISIONS No. Description Date 100° CD's 11-27-17 OWNERIGC REVIEW 12-19-17 CRL LETTER 2-05-17 ROJECT STATUS C -D, DATE 11-27-2017 PROJECT NUMBER 82-2017 SCALE AS SHOWN A DRAWNBY CHECKED SY H31) BPH DRAWING TITLE UFAS ACCESSIBLE KITCHEN DETAILS �0 V-3" �=• ` rs4�4 C� B. P ER FL AR0015474 � - PRDJ�CT • LOGAN HEIGHTS c APARTM E NTS 1000 LOGAN HEIGHTS ' CIRCLE SANFORD, FL 2'-1" BASE AND UPPER CAB A6 MILLWORK SECTION 6 ml*7 REVISIONS No. Description Date 100° CD's 11-27-17 OWNERIGC REVIEW 12-19-17 CRL LETTER 2-05-17 ROJECT STATUS C -D, DATE 11-27-2017 PROJECT NUMBER 82-2017 SCALE AS SHOWN A DRAWNBY CHECKED SY H31) BPH DRAWING TITLE UFAS ACCESSIBLE KITCHEN DETAILS U Z W S 9 Q Z CG U . 0 E Lu a Q D 2- 0- w QZ 69 U. 0 Z U LuU a Oui In j= 0O a>w `i` ¢ . . 00 in CC LLJ� W eu 0 F w Zc JU �L c P 0Z 2 m fZr 0 ¢ If N zZ a �z 00 V w ul z Z J CL W CL a UJ . B wO �o a- �O Ir O �M a Q- Lz O c oZ 4 Lu � g 00 Q W o� cu O ti U W az �Q � (a z Z O cl ,o zZ A }} o> 4C) Co Z " 0O �z—T tU . ENLARGED KITCHEN PLAN 112" =1'-0" 0 1• r �. RANGE AND HOOD MILLWORK SECTION— A3 � 2 ELEVATION 1 KITCHEN ELEVATIONS RESIDENTS PANTRY MILLWORK SECTION - A:4:)4 �3 RESIDENTS PANTRY* MILLWORK SECTION_ A5 1 y2" = V-0" o v, ,• I ELEVATION 2 RESIDENTS PANTRY MILLWORK SECTION_ ns�� r- 5 QPLASTIC LAMINATED COUNTERTOP - WMLSONART CARBON MESH 4880-38 with 6" backsp[ash (D PLASTIC LAMINATE - WMLSONART NATURAL MAPLE 2008 OSLIDING DRAWER BASE CABINET TOP CABINET GF.I RECEPTACLE AT 42" MAX QDEDICATED RECEPTACLE MOUNTY AT 42" MAX HARDWARE "BAR" TYPE PULLS MOUNT AT BTM OF UPPER AND TOP OF LOWER CABS NEW ADA SINK I0 . NEW REFRIGERATOR ENERGY STAR CERTIFIED 1 I NEW 24" RANGE ENERGY STAR CERTIFIED I2 NEW RANGE HOOD - ENERGY STAR K E�Y N CST ES r � E / \ QPLASTIC LAMINATED COUNTERTOP - WMLSONART CARBON MESH 4880-38 with 6" backsp[ash (D PLASTIC LAMINATE - WMLSONART NATURAL MAPLE 2008 OSLIDING DRAWER BASE CABINET TOP CABINET GF.I RECEPTACLE AT 42" MAX QDEDICATED RECEPTACLE MOUNTY AT 42" MAX HARDWARE "BAR" TYPE PULLS MOUNT AT BTM OF UPPER AND TOP OF LOWER CABS NEW ADA SINK I0 . NEW REFRIGERATOR ENERGY STAR CERTIFIED 1 I NEW 24" RANGE ENERGY STAR CERTIFIED I2 NEW RANGE HOOD - ENERGY STAR K E�Y N CST ES r � E 22.2 E /2 / Wit: aR4110 �'• :�� AN P:HERB _ FLAR0015474 JECT LOAN HEIGHTS c APARTMENTS ■a 1000 LOGAN HEIGH" CIRCLE SANFORD, FL ——OMER REVISIONS No. Description Date 100% CD'S 11-27-17 OWNERIGC REVIEW 12-19-17 CRL LETTER 2-05-17 ,.RiSJECT STATUS C.D. G' E N E R A L N O T E S F O R DATE C U S T O M M I L L W O R- K 11-27-2017 1. VERIFY IN FIELD ALL. DIMENSIONS PRIOR TO CABINETRY FABRICATION ROJEC7 NUMBER 2. THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR REFERENCE ONLY. 82-2017 THE G.C. SHALL PREPARE SUBMITTAL DOCUMENTS FOR THE ARCHITECTS & TENANTS APPROVAL PRIOR TO FABRICATION SCALE 3. COORDINATE ALL EQUIPMENT CLEARANCES & DIMENSIONS PRIOR TO CABINET AS SHOWN FABRICATION A DRAWN BX CHECKED BY 4. ALL EXPOSED WOOD SURFACES SHALL RECEIVE PLASTIC LAMINATE FINISHES H3D SPH (U.O.N.) DRAWING TITLE 5. PROVIDE HORIZONTAL PULL -HANDLES. SIZE AN[3 FINISH AS SELECTED BY TENANT STADARD b. PROVIDE LOCKABLE HARDWARE AS REQUIRED. COORDINATE WITH TENANT KITCHEN DETAILS GENERAL MILLWORK NOTES DRAWINGNUMSER J A-407 6 • JLIn • a U. LLI !' Lu LL r l ��. . .Lu CD 4 Lu C3 xyy •"4 . 3:11 - CD AA226001731 22.2 E /2 / Wit: aR4110 �'• :�� AN P:HERB _ FLAR0015474 JECT LOAN HEIGHTS c APARTMENTS ■a 1000 LOGAN HEIGH" CIRCLE SANFORD, FL ——OMER REVISIONS No. Description Date 100% CD'S 11-27-17 OWNERIGC REVIEW 12-19-17 CRL LETTER 2-05-17 ,.RiSJECT STATUS C.D. G' E N E R A L N O T E S F O R DATE C U S T O M M I L L W O R- K 11-27-2017 1. VERIFY IN FIELD ALL. DIMENSIONS PRIOR TO CABINETRY FABRICATION ROJEC7 NUMBER 2. THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR REFERENCE ONLY. 82-2017 THE G.C. SHALL PREPARE SUBMITTAL DOCUMENTS FOR THE ARCHITECTS & TENANTS APPROVAL PRIOR TO FABRICATION SCALE 3. COORDINATE ALL EQUIPMENT CLEARANCES & DIMENSIONS PRIOR TO CABINET AS SHOWN FABRICATION A DRAWN BX CHECKED BY 4. ALL EXPOSED WOOD SURFACES SHALL RECEIVE PLASTIC LAMINATE FINISHES H3D SPH (U.O.N.) DRAWING TITLE 5. PROVIDE HORIZONTAL PULL -HANDLES. SIZE AN[3 FINISH AS SELECTED BY TENANT STADARD b. PROVIDE LOCKABLE HARDWARE AS REQUIRED. COORDINATE WITH TENANT KITCHEN DETAILS GENERAL MILLWORK NOTES DRAWINGNUMSER J A-407 6 f U m uj Ul e SV 0a a ti 0 O 0- 0 U E f U 1LJ W O u- 0 m z O C) z Lu 01 AHU W 7 d z D O W z C3. uj O U . CO 0 Di vU 0d o 0- w 0 1 �.. 2 a¢ 3 Quj � 4 W w0 $ zo(6 S CO.} 7 13 LL. d• F- g oz �J 9 h 0 i0 ix CLLu . 11 i i2 U) �a t 8Cl) =Z g� zZ o-- 6�i - ir Q U w �a ca Y uj uj h aS B atU Xz 1— o W> �z 100- 0 0- O 8}- W H 0� U � (L iu Z O U55 Z auj Op AW ¢ ¢1-- 5 LLI W0 �U LY3 C)A z . zz O V) Q CO Z� V " A Q F CL X <2u o� �a zS h ut o� z� 00 09S m Z :=0 A5 A-405 I°ro ENLARGED KITCHEN PLAN Q r -y (v) ONEW ONEW UNITA- ACCESSIBLE . 314!'= V -T 0 1• 7 s PLASTIC LAMINATED COUNTERTOP - WILSONART CARBON i MESH 4880-38 G E N E R A L N 0 T E S F O R PLASTIC LAMINATE - WILSONART NATURAL MAPLE 2008 C U S - T 0 M M i L L W b R K SLIDING DRAWER WITH FULL EXTENSION 1 _ VERIFY IN FIELD ALL DIMENSIONS PRIOR TO CABD40RY FABRICATION BASE CABINET 2 THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR REFERENCE ONLY. TOP CABINET THE G.C, SHALL PREPARE SUBMITTAL DOCUMENTS FOR THE ARCHITECTS & TENANTS APPROVAL PRIOR TO FABRICATION GFI RECEPTACLE 3. COORDINATE ALL EQUIPMENT CLEARANCES & DIMENSIONS .PRIOR TO CABINET FABRICATION DEDICATED RECEPTACLE 46" MAX AFF 4. ALL EXPOSED WOOD SURFACES SHALL RECEIVE PLASTIC LAMINATE FINISHES HARDWARE SHALL BE D PUL OR SIMILAR ADA COMPLIANT (U.O.N.) SINK - SEE PRODUCT SEPCIFCATIONS BOOK S. PROVIDE HORIZONTAL PULL -HANDLES. SIZE AND FINISH AS SELECTED BY TENANT NEW ENERGY START RATED REFRIDGERATOR/FREEZ.ER - USE 6.- PROVIDE LOCKABLE HARDWARE AS REQUIRED. COORDINATE WITH TENANT COUNTER DEPTH REF AT UFAS UNIT NEW ENERGY STAR / SELF CELANING/ RANGE WIHT FRONT CONTROLS - SEE PRODUCT SPECIFCATION BOOK 24"ENERGY STAR DISHWASHER K�EY�N�TES(C— •t1 OP 4 UNDER CABINET 30" ROLL UNDERVORK AREA MILLWORK SECTION - A20 $1 1• lw � � 2 ELEVATIONS UNIT TYPE III- FFHA 93)— 314" =1i-0• © 1• r T I c ENERGY STAR SELF CLEANING OMEN W/ FRONT CONTROLS RANGE AND HOOD MILLWORK SECTION_ A3 0 Ir 1. 1w 1 3 BASE AND UPPER CAB. MILLWORK SECTION AI Y2" = V-0" 0 6" 1. lw4 NOTE: LAYOUT OF ACCESSIBLE UNIT B IS THE SAME AS ACCESSIBLE UNIT A, BUT ROTATED AND APLLIES FOR BOTH FFH &UFAS UNITS VVi.iil.VLi LV Vf \ii•V UNDER CABINET BASE SINK AND UPPER CAB MILLWORK SECTION - A5 .1,,"= V-0" Q 61 11 1w BASE CAB. 32" WIDE MIN. 0 0 1.1 1:1 Co 04 IW45W BASE AND UPPER CAB MILLWORK SECTION - A6 6 C L C 1000 LOGAN HEIGHTS CIRCLE'" SANFORD, FL OWNER M02M REVISIONS No. Description Date 100% CD'S 11-27-17 OWNERIGC REVIEW 124947 CRL LETTER 2-0547 ROJECT STATUS C.D. DATE 11-27-2017 PROJECT NUMBER 82-2017 SCALE AS SHOWN A DRAWNBY CHECKED BY H3D BPH DRAWING TITLE FFHA ACCESSIBLE KITCHEN DETAILS DRAWING NUMBER A-408 i t., .. a 75 h't •t1 OP 4 1 1 A E-11 1 � 1 • 1000 LOGAN HEIGHTS CIRCLE'" SANFORD, FL OWNER M02M REVISIONS No. Description Date 100% CD'S 11-27-17 OWNERIGC REVIEW 124947 CRL LETTER 2-0547 ROJECT STATUS C.D. DATE 11-27-2017 PROJECT NUMBER 82-2017 SCALE AS SHOWN A DRAWNBY CHECKED BY H3D BPH DRAWING TITLE FFHA ACCESSIBLE KITCHEN DETAILS DRAWING NUMBER A-408 w fm ra w f2 LLJ U � cc _w ww 5U � C313 09 z o: Q a0 0 i w � Z m0 w z !� Wr OZ j It tL Z0 Lua oQ az � a oco 0U z U LL � 0 00 X11 Z Z 0 J CA 0 a Y ¢ .. Z� �O a o w o n. F � tlJ ~ C w V � LL �z 20 W N Q Z Q L L O Q O o� W O tz- U c tJ zQ � t!3 zZ O co U " A °IL - uJ �E o� �_j ulu 0 o� O o Q �. �2o -- ~U A5 A-405 10 oil I j I 2 REMOVABLE _ BASE CAB. 32" WIDE MIN. A-409 4" T -W 1-10' Z AHU WH - 10 L1 I0 . _ Oild A3 A4 A-404 A-404 . ENLARGED KITCHEN PLAN UNIT -A - ACCESSIBLE D 3t4"= V-0" l� PLASTIC LAMINATED COUNTERTOP WILSONART CARSON MESH 4880-38 G E N E R A L N O T E S F O R PLASTIC LAMINATE - WILSONART NATURAL MAPLE 2008 C U S T O M M I L L W O R K SLIDING DRAWER WITH FULL EXTENSION I. VERIFY IN FIELD ALL DIMENSIONS PRIOR TO CABINETRY FABRICATION BASE CABINET 2. THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR REFERENCE ONLY. Q TOP CABINET THE G.C. SHALL PREPARE SUBMITTAL DOCUMENTS FOR THE ARCHITECTS & TENANTS APPROVAL PRIOR TO FABRICATION GFI RECEPTACLE 3. COORDINATE ALL EQUIPMENT CLEARANCES & DIMENSIONS PRIOR TO CABINET FABRICATION (D DEDICATED RECEPTACLE 46" MAX AFF 4.- ALL EXPOSED WOOD SURFACES SHALL RECEIVE PLASTIC LAMINATE. FINISHES HARDWARE SHALL BE D PUL OR SIMILAR ADA COMPLIANT (U.O.N.) O. NEW SINK -SEE PRODUCT SEPCIFCATIONS BOOK 5. PROVIDE HORIZONTAL PULL -HANDLES. SIZE AND FINISH AS SELECTED BY TENANT 10 NEW ENERGY START RATED REFRIDGERATOR/FREEZER - USE COUNTER DEPTH REF AT UFAS UNIT 6. PROVIDE LOCKABLE HARDWARE AS REQUIRED. COORDINATE WITH TENANT I I NEW ENERGY STAR /SELF CELANING/ RANGE WIHT FRONT CONTROLS - SEE PRODUCT SPECIFCATION BOOK I2 NEW 24" ENERGY STAR DISHWASHER c,o KEY N<�TES GENERAL MILLWORK NOTES C2 UNDER CABINET, u.,.. 30" ROLL UNDER FORK AREA !MILLWORK SECTION A2 1%z" ELEVATIONS DD3 UNIT TYPE .III -U -FAS RANGE AND HOOD MILLWORK SECTION A31 Y2" l' -0w ►ml BASE AND UPPER CAB. MILLWORK SECTION A4,h„a 4 5 ! b NOTE. LAYOUT OF ACCESSIBLE UNIT B IS THE SAME AS ACCESSIBLE UNIT A, BUT ROTATED AND APLLIES FOR BOTH FFH &UFAS UNITS UNDERCABINET`•• .� BASE SINK AND UPPER CAB MILLWORK SECTION A:5 H5- BASE CAB. 32" WIDE MIN. L C 2 C F8 OVERM, Date 100% CDS 11-2747 OWNER/GC REVIEW 12-1947 CRL LETTER 2-05-17 0 0 1 pike- pez-4 aRA 1111 q =3” I BASE AND UPPER CAB MILLWORK SECTION :AA:6)4fr ____ ____6 E IDO L C 1000 LOGAN HEIGHTS CIRCLE SANFORD, FL — vrnNcrc �Ewm REVISIONS No. Description Date 100% CDS 11-2747 OWNER/GC REVIEW 12-1947 CRL LETTER 2-05-17 OJECT STATUS C.D. DATE 11-27-2017 ROJECT NUAABER 82-2017 SCALE AS SHOWN A DRaY�A+i BY CHECKED BY Hifi BPH DRAWING TITLE UFAS ACCESSIBLE KITCHEN DETAILS -Q w cu 0 z co SW N2 oLu� 0 Lu C1 QW LL 00 Lu 6= S z co r rtu zo tu c� C O.z >.. as �zd IL oQ a= za zQ 8 z �LL o Lu �w w s F z Q� �J ww � Ci C3 �w CL Q LuI- l� CO V' Oa 0 1w- � U � n. 0 U3US sz. a2 00 zIII w ce w Q w w t=-- U W 0 Z Q O cf) Z Z 0 CO Z ¢Q J O � U z� co co aco .0w �0 �Ix coz -- !_ 0 U 0 to 0 2'-6" 3 IK7 61 I 4 A-410 - I L — — - L� I STANDARD BATHROOM - DETAIL PLAN. 3/4"= V-0" 0 1• r r 5'-8" STANDARD RESTROOM ELEVATIONS 0 1. r 4' 3 j 4 # DESCRIPTION �} STANDARD BATHROOM - DETAIL PLAN NOTE: G.C. TO VERIFY PRESENCE FIRE RATING BEHIND BATH OL3/4"= 1'4r 0 r r TUBS ADJACENT TO FIRE RATED DEMISING WALLS AND PROVIDE IF NECESSARY. ACCESSIBLE RESTROOM ELEVATIONS 0 K �101 3 E V 5 P RUM ACCESORY-MOURNGHBO CRER P41/2"= V-0" .001 TB 001 TB TOILET EQUIPMENT AND ACCESSORIES # DESCRIPTION RESTROOM ACCESSORY PACKAGE - TO INCLUDE 24" TOWEL BAR, 001 HAND TOWEL RING AND TOILET PAPER DISPENSER - SEE DETAILS FOR MOUNTING HEIGHTS TOILET - FLOOR MOUNT. REFER TO PLUMBING DRAWINGS FOR 002 SPECS. TOILET SEAT - WHITE OLSONITE NO. 10 HIGH IMPACT SOLID PLASTIC W/ SS HINGE POST STD. DUAL FLUSH WATER SENSE 003 WALL MOUNTED SINK -ACCESSIBLE. SEE PLUMBING DRAWINGS FOR SPECS. 1-114" DIAMETER STAINLESS STEEL 36" LONG GRAB BAR 004 (SURFACE MOUNTED) WITH SNAP FLANGE & CONCEALED MOUNTING ANCHORS. PROVIDE 2X WOOD BACKING AT ALL SUPPORT POINTS. 005 DIAMETER STAINLESS STEEL 42" LONG GRAB BAR (SURFACE MOUNTED) SUPPORT AS DESCRIBED ABOVE (004) 006 1-114" DIAMETER STAINLESS STEEL 24" LONG GRAB BAR (SURFACE MOUNTED) SUPPORT AS DESCRIBED ABOVE (004) 007 MEDICINE CABINET FOR HANDICAPPED USE (MOUNTING HEIGHT) TO BE SELECTED BY OWNER 008 DROP-IN SINK W/ FAUCET KIT. SEE PLUMBING DRAWINGS FOR SPECS. SEE SHOP DRAWINGS FOR COUNTER. 009 PRE -FAB SHOWER UNIT - WITH ADA ADJ. SHOWER HEAD AND GRAB BARS - BY CLARION SEE DETAILS A501 NON ADA UNITS N/A 010 ADA PRE -FAB SHOWER UNIT TO BE BY CLARION NTH ADA ADJ. SHWR HEAD AND GRAB BARS MNTED PER MANUR INSTRUCTIONS 011 VANITY WITH PLAM COUNTERTOP AND MOUNTED PER MANUFACTURERS INSTRUCTIONS 012 SHOWER CURTAIN ROD (AND WEIGHTED M.R. CURTAIN) 013 PREFAB TUB UNIT TO. BE SELECTED BY OWNER AND MOUNTED PER MANUFACTURERS INSTRUCTIONS IN 1000 LGGAN HEIGHTS CIRCLE SANFORD, FL OWNER ' - SEE PRODUCT SPECIFICATION SCHEDULE A3/A-601 FOR PRODUCT g DETAIL AND SOURCING B6 EY N C>TES REVISIONS No. Description Date 100% CD'S 11-27-17. OWNER/GC REVIEW 12-19-17 CRL LETTER 2.05-17 ROJECT STATUS C.D. ATE 11-27-2017 ROJECT NUMBER G- E N E R A L N O T E F O R 82-2017 T .0 1 L E T A C C E S S O R I E S SCALE I. ALL TOILET ACCESSORIES SHOWN ARE FOR DESIGN PURPOSES ONLY. AS SHOWN REFER TO FINISHING SCHEDULE FOR SPECIFICATIONS, DETAILS, AND A oRAyyN gY CHECKED BY . .REQUIREMENTS. ALL ACCESSORIES SHALL COMPLY WITH DESIGN INTENT. 113D - BPH 2. ALL PLUMBING FIXTURES TO COMPLY WITH F.B.C. 2014 PLUMBING FOR STANDARD CLEARANCES & HEIGHT REQUIREMENTS. SEE PLUMBING PLANS DRA4MNG TITLE FOR Ftll.L SPECIFICATIONS. STANDARD 3. REFER TO MANUFACTURER'S SPECFO S R INSTALLATION REQUIREMENTS. BATHROOM DETAILS GENERAL TOILET NOTES DRAWNGNUMBER Ab A-41 0 6 L K. �i - �� J ISI - i•� ♦ 1000 LGGAN HEIGHTS CIRCLE SANFORD, FL OWNER ' - SEE PRODUCT SPECIFICATION SCHEDULE A3/A-601 FOR PRODUCT g DETAIL AND SOURCING B6 EY N C>TES REVISIONS No. Description Date 100% CD'S 11-27-17. OWNER/GC REVIEW 12-19-17 CRL LETTER 2.05-17 ROJECT STATUS C.D. ATE 11-27-2017 ROJECT NUMBER G- E N E R A L N O T E F O R 82-2017 T .0 1 L E T A C C E S S O R I E S SCALE I. ALL TOILET ACCESSORIES SHOWN ARE FOR DESIGN PURPOSES ONLY. AS SHOWN REFER TO FINISHING SCHEDULE FOR SPECIFICATIONS, DETAILS, AND A oRAyyN gY CHECKED BY . .REQUIREMENTS. ALL ACCESSORIES SHALL COMPLY WITH DESIGN INTENT. 113D - BPH 2. ALL PLUMBING FIXTURES TO COMPLY WITH F.B.C. 2014 PLUMBING FOR STANDARD CLEARANCES & HEIGHT REQUIREMENTS. SEE PLUMBING PLANS DRA4MNG TITLE FOR Ftll.L SPECIFICATIONS. STANDARD 3. REFER TO MANUFACTURER'S SPECFO S R INSTALLATION REQUIREMENTS. BATHROOM DETAILS GENERAL TOILET NOTES DRAWNGNUMBER Ab A-41 0 6 f- cn I I- W U co w xu U OwQ 0 ti C> N H 2 } CL O: U ~Q` Gi w 0 W .J F'1 a Lu U z 12 0 CA U W Cz OW w PBX a-0 a} z �d 00 wIX Sz m0 W a0 W, 4LL z0 0z I �>.j ?O a ts. O Q a0- U z Z z¢ 0 Cf) z z w 0 �W xw F w zz 6w �- N3 c0 crOO z 3 aw W }" x z I.- ix Q r 10 CL U O U � CL Lu z� tWU 0 z ,Q w wg C3 0 ww a t� W0 FU w0 �zQ zZ O U F= ag z zZ 0H Luu X aW LL LL aw ga w U. v) zw 00 I= oa >cc a i-- tZO =- U TOILET EQUIPMENT AND ACCESSORIES # DESCRIPTION RESTROOM ACCESSORY PACKAGE - TO INCLUDE 24" TOWEL BAR, 001 HAND TOWEL RING AND TOILET PAPER DISPENSER - SEE DETAILS FOR MOUNTING HEIGHTS TOILET- FLOOR MOUNT. REFER TO PLUMBING DRAWINGS FOR 002 SPECS. TOILET SEAT - WHITE OLSONITE NO. 10 HIGH IMPACT SOLID PLASTIC W. SS HINGE POST STD. DUAL FLUSH WATER SENSE 003 WALL MOUNTED SINK -ACCESSIBLE. SEE PLUMBING DRAWINGS FOR SPECS. 1-114" DIAMETER STAINLESS STEEL 36" LONG GRAB BAR OD4 (SURFACE MOUNTED) WITH SNAPFLANGE & CONCEALED MOUNTING ANCHORS. PROVIDE 2X WOOD BACKING AT ALL SUPPORT POINTS. 005 1 -Ile DIAMETER STAINLESS STEEL 42" LONG GRAB BAR (SURFACE MOUNTED) SUPPORT AS DESCRIBED ABOVE (004) QD& 1-1/4" DIAMETER STAINLESS STEEL 24" LONG GRAB BAR (SURFACE MOUNTED) SUPPORT AS DESCRIBED ABOVE (004) 007 MEDICINE CABINET FOR HANDICAPPED USE (MOUNTING HEIGHT)) TO BE SELECTED BY OWNER 008 DROP-IN SINK Wl FAUCET KIT. SEE PLUMBING DRAWINGS FOR SPECS. SEE SHOP DRAWINGS FOR COUNTER. 009 PRE -FAB SHOWER UNIT - WITH ADA ADJ. SHOWER HEAD AND GRAB BARS - BY CLARION SEE DETAILS A501 NON ADA UNITS N/A 010 ADA PRE -FAB SHOWER UNIT TO BE BY CLARION WITH ADA ADJ. SHWR HEAD AND GRAB BARS MNTED PER MANUF. INSTRUCTIONS 011 VANITY WITH PLAM COUNTERTOP AND MOUNTED PER MANUFACTURERS INSTRUCTIONS 012 SHOWER CURTAIN ROD (AND WEIGHTED M.R. CURTAIN) 013 PREFAB NB UNIT TO BE SELECTED BY OWNER AND MOUNTED PER MANUFACTURERS INSTRUCTIONS .i )015474 FD ARG ❑ B AN P. HERB FL AR0015474 ECT LOGAN HEIGHTS c APARTMENTS 1000 LOGAN HEIGHTS CIRCLE SANFORD, FL C3MER REVISIONS co U z U Cf - co co Z w a 0 HE tt� t - S 0 a a z O w J 0 Z C w J -v a z tI) w �ZQ Of O LLIW U } ao o.r,c LU Ul CO z w0 m� z C] w a �- zO 0 z a >' o� z© Lu n. Od �Q as �z u 29l w uj w zZ 0— p a <W — <W wCL� to in 0 C3 z� ILLI F - w0 ul �a ,o a. t5 o U uj Ix. y0 a a. wz z© �z aLU �� O0 o- o� jEv w0 z =N t9 Z zO U E �0 ZU z.z %J �- se . wx w U g¢ w Q oa �O S: • 4F m Z r- 0 0 a r� 0 LuLu O r!I 1 Lu 4 V us Q Lu ULu t=z ow w U O© a Lua O 0 Lux Z ru O mV) M - z0 �w C h A z0 0Z J Q mo (L � fl. 0-4 a= 20 U 0 zZ w� w z LU W CL in ]G a� w w a= w �- cn UJ Z F- Q F O O ©., i— O 8 V� CL cn co z0 urt a� ... 00 Z Lu uul w Ca cc w �v° z zz O wZ O z0 a0 2Fz 0 P. C co CL u- 3 J T Z N (!) O4 N O � �O o� 1_O 7-U s• ! I I 1 I I. } I _1 {ryI 1tI I / I I I I I I i I f 1 f y'` c»•:i'•t� is i I I I I f f I I f f 4 �8• i 1 ui BOTTOM ♦ ABOVE U i - oQ kv 1 .a - S Q SIDESte'' 11 1{4 • r 0 CONTINUOUS TRACK AT CEILING LEVEL IN O . CE EXISTING CEILING STRUCTURE ♦ - , FINISH TO REMAIN O - U • t2 fn t� o cq W� OO J a - -- - - UJ :Q co 0 - - - _ - LL NN w x . 0 a r� 0 LuLu O r!I 1 Lu 4 V us Q Lu ULu t=z ow w U O© a Lua O 0 Lux Z ru O mV) M - z0 �w C h A z0 0Z J Q mo (L � fl. 0-4 a= 20 U 0 zZ w� w z LU W CL in ]G a� w w a= w �- cn UJ Z F- Q F O O ©., i— O 8 V� CL cn co z0 urt a� ... 00 Z Lu uul w Ca cc w �v° z zz O wZ O z0 a0 2Fz 0 P. C co CL u- 3 J T Z N (!) O4 N O � �O o� 1_O 7-U s• ! I I 1 I I. } I _1 {ryI 1tI I / I I I I I I i I f 1 f y'` c»•:i'•t� is i I I I I f f I I f f 4 �8• i 1 BOTTOM ♦ ABOVE i kv 1 5'GWB WITH PAINTED S Q SIDESte'' 11 1{4 • CONTINUOUS TRACK AT CEILING LEVEL IN EXISTING CEILING STRUCTURE ♦ - , FINISH TO REMAIN ■ -�rl "t • ♦ TILED WALLS E It to l LU . 2 o - a a z til Z --- U O t,�.. w O us. z D 0 w I O. n w _ 0 rW- Z U Ul W g �- nW o 0:t (.2 CO) 13 �O Z � Q 0EL0 wULI X �3Z UJ 0 00 t- W ZQ 3 i=- U <t: H O Z } H >Y 2 go h ii CL O Q _ t%? W zo U(o rz? U Q a. tit Z Z O - v �- WW 0-q z p�•- �O V) W CL p ttN- D 4Z Ir0 W 5 ¢ c O a. �O iY 3:0 EC 4 a UJ Z Z O LL1 4(0 �Z J W Q ,L g O n Q W Fg w CK W of ix UJ 3:0 wZ n Q CO CD zZ U 0 aQ WZ 0 zV �O Z r jeX LU �LU LU iE o fn Z- ow a� WO C -TU tqmw N--- - h, MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stmt, Room 208 BOARD AND CODE ADMINISTRATION DIVISION - Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE DE ACCEPTANCE (NOA) >hww�v.ntjamjdarle j!avreeottr►tnv Iko Industries Ltd. 40 Hansen Rd. S. Brampton, Ontario CANADA L6W3H4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas when allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use. of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the .Florida Building Code " including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Cambridge, Cambridge HD, and Biltmore AR Asphalt Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state and following statement;- "Miami -Dade County Product Control Approved", unless otherwise noted. herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall. be available for inspection at the job site at the request of the Building Official, This NOA renews NOA No. 14-0603.02 and consists of -pages i through 4. The submitted documentation was reviewed by Gaspar J Rodriguez. MtAN1NDWDE tXNJNiTY a . NOA No.: 16-0329.13 Expiration Date: 05/05/21 Approval Date: 04121/16 Page.1 of 4 LIMITATIONS I. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rale 61G20-3 of the Florida Administrative Code. INSTALLATION I. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail'A', attached. 5. Nailing shall be in compliance with Detail B', attached LABELING - 1. Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County Product Control Approved % MIAMI•DADE CtOt1NTY BUILDING PERMIT REQUIREMENTS 1. Application far building permit shall be accompanied by copies of the. following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. Roo iNGA.SSEmBLY APPROVAL CaLmory Roofing Sub-Catmorv: Asphalt Shingles Materials: Laminate Deck Tvpe• Wood SCOPE This approves a roofing system using Cambridge AR, Cambridge HD, and Biltmore AR asphalt shingles manufactured by IKO Industries Ltd. as described in Section 2 of his Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Specifications Product Description Cambridge 13 3/4" x 40 7/8" TAS 110 A heavy weight, fiberglass reinforced Manufacturing Location #1, 2 3 - laminate asphalt shingle. Cambridge HD 13 3/4" x 40'/8" . TAS 110 A heavy weight, fiberglass reinforced Manufacturing Location #1, 2, 3 laminate asphalt shingle. Biltmore AR .13314 ft x 40 7/a" TAS 110 A heavy weight, fiberglass reinforced Manufacturing Location #1, 2 laminate asphalt shingle. MANUFACTURING LOCATION 1. Kankakee, IL 2. Wilmington, DE 3. Sylacuaga, AL _ W EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Remrt Date PRI Construction Materials Inc. IKO-050-02-01 TAS 100 12121/09 TKO -076-02-01 TAS 100 02/21/12 IKO-114-02-a1 TAS 100 09/25114 TKO -099-02-01 TAS 100 05/12/14 IKO-096-02-01 ASTM D 3462 09/27/13 IKO-095-02-01 ASTM D 3462 09/27/13 IKO-121-02-01 ASTM D 3462 09/25/14 IKO-100-02-01 ASTM D 3161 (TAS -107) 05/21/14 IKO-11.5-02-01 ASTM D 3161 (TAS -107) 09/25/14 FM Approvals 3041689 ASTM D 3462 02/23/11 3036971 ASTM D 3161 (TAS -107) 01/04/09 CSAM 3042673 ASTM E 108 04/12111 _� APiott0VE0 i - i E E r *IRST COURSE NOA No.: 16-0329.13 Expiration Date: 05/05121 Approval Date: 04/21/16 Page 2 of 4 DETAIL A CAMBRIDGE, CAMBRIDGE RD, BILTMORE AR COURSE LAYOUT OF ROOF Node; Roa&V Comard not shown in this isyotst. This drawahg is for carne layout only See DSW a for nailing and cement plooentem details. THIRD COURSE „ SECOND COURSE DETAIL B CAMBRIDGE, CAMBRIDGE HD, BILTMORE AR 407" 6g / NOA No.:16-0329.13 Mi�4p•DADE ctauNTY rlara NrY- ... ! Expiration Date: 05/05/21 P Approval Date: 04/21/16 Page 3 of 4 Basis of Design Shag be IKO CAMBRIDGE SERIES IRIDYNASTY WITH ARMOUR ZONE - - COLOR - BEACHWOOD INSTALLED PER. DETAILS AND Miami Dada NOWs or Equal with Owner Architect approval as follows: 16-0329.13 IKO ASPHALT SHINGLES - CAMBRIDGE over ExIsling Plywood Deck and AlmourZone Undertayment ASPHALT ROOFING BASIS OF DESIGN 314" = t'-0" 0 1• z 3! now 2 END OF THIS ACCEPTANCE 3 r-' a 5-" EXPOSURE -3 -- NOA No.: 16-0329.13 Expiration Date- 05/05/21 Approval Date: 04/21/16 Page 4 of 4 0 LENGTH 3a 318" L 3-TABSTRIP StitfUGLE: A limos roofang unit mamdadured Of ale Maraatrorr srhaigla flare Cho rmd upskgm or dowasbpe by coafufp a rt -glass mar with espial and t oV agnard cawses A tA*--W a" for Marathon 0*4m is a v2', WaxiM or cfherweaitw-pmtadiro aiefaoitg, aided Into 4111migh oilcan abets ma pos*k At no pleas an to roof rhe alpha a+ ee side exposed to to weaaer. _ stwM the bult)o6As wiltYw ane course, of sfri oes be ager 2. CUTOUT; The ap- Mons of a stip shk4a between to #= ,C io ft butt jof ft In an adiaPoa oowse. tabs:. Sometimes rete red su as a keyway or abs 6. OVERLAP: The dimension star a sf*gle.Is covered, orkffw 3. EXPOSURE The dimertsim of ma" fist is not covered or by to 0" Wskps wwsa. overlapped b+ the Wafope cotrse or pompon -K The avow" of Maratim **WAS is 5 fila". 7. TAS The exposed pale rt of strp strlrgtas that is separated, 4. HEADLAP-. True distartos of overlap measured from the dented by artouts. kpp-most Ply or Course to the PON where f bps over fe mtdennost pHs - same. The hsa W for Mmsi hon is 2'. 5. OFFSET: The dernensk* That s* °it' or staggers Ce loud and nd ROOF SHINGLE LAYOUT DETAIL 1�1-_ LEADING EDGE PLUS STARTER COURSE - (See Note 5, Install so seal strip is along lower ASPHALT- --�� edger SATURATED FELT. OR OTHER APPROVED --• UNDERLAYFAENT EXTEND SHINGLES 1,2" TO 1- (See N<Ae 7.) ^....f* 30" THIRD . COURSE lS A FULL- WIDTH ULL WIDTH SHINGLE MINUS SECOND COURSE IS FULL -WIDTH SHINGLE MINUS FiRST COURSE IS A FULL -WIDTH Notes: SHINGLE 1. AN notes find dimensions that appy to Cambridge shingles also aptly to Cambridge IR shingim 3. Rdtoorrhrrhai dW n**f' M slopefor installation Of asphalt shingles Lx 4:12, if ordy one layer d No. 45 asphalt saturated felt or other approved water«sheru tg wtdedaynxnt, wick as IKO, Stormtite, is specified. For root dopes less than 4.12 a mkdlrnnh of two teyers of wrierlayment Is to be Installed %hltgla-gist with a I r exposure and 19' si3etap. Shirstes not recorartended for dopes less than 2:12. 4. Exposure for Cambridge aid Dyneely shingles the exposure is 5 7W. 5. Install 4 shingle nags approximately 1` it from each edge and the remaining 2 nails evenly spaced along the length (411,I1itiy above each artoot for Morahan). Consult ICO application instructions for -Nal -Zone location and tasted rattulrements. Installations In hWb wind zones (as designated by local Building Code) and/or slopes ki excess of 21.12 are itswired to have a mkdnarn of six (6) rads per shktgle, Nota: High wind warranty coverage at Dynasty sihhngls avallablewitili use of 4 nab. Consult ICO application instructions for hand -tabbing nioliaments as related to slope aril wird adterle. 6. Severity of localized ckinete conditions. regarding rainfall, fume -mow qfcft and anticipated snow and fang may dictate the Installation of perimeter skip -edge metal flashing. Refer to loess Building code. See Detail S -3a 7. Ipfalf Leering Edge Plus starter course per written instructions. Maintain stater and first course offset See Dod S-4. S. Leading Edge Plus strips may be Installed along rake edge prior to itstafilitg shingle coarses kr lieu of. or in sddbaL to perimeter edge metal flad4ng Except for Dynasty. Leading Edge Pais required on rake edge for high YAW Amlled warranty coverage. 9. Valertsiorns shown are mcanmerided minknuims and am btarided to be appmxattate 10 allow for mesa" tolerances; dyne to field c iditiana. 10. The profile of specific componearts, ties configuration or sequencing, can. very with the rod systei% with climatic tNfererms, and regional or ares practices. - 111 1111 AN D FASTEN ERS DC4s�4M - �'-a" a 1• 2• 3• PRE -MANUFACTURED RIDGE INSTALL SHINGLES / RIDGE SHINGLES TO SEAL WITH UNDERLYING RIDGE 4 SHINGLE ASPHALT SATURATED� Hand to FELT. seal nails as may be appropriate-) CONTINUOUS RIDGE VENT WIND AgLO`i I BAFFLES .(N) LOW- PROFI.E SCREW (halalfor secure attao3emerd of 9 ridge vent.) Cpl INSECT SCREEN AND AIR DRAFT ! FILTER MEDIA LAMINATED SHINGLES YENi iLATED RIDGELAMINATED PLYWOOD - SECTION VIEW 2" MINIMUM AIRSPACE SHEATHING Notes.. I. To deternite airflow requirements and/or vapfitaton, Including vent sizestneeda, refer to best building codes. 3. sheet metal ventletors are suggested to be a mlti tun of 261atuge pre-finished/painted galvanized steal, 16 oz copper, .032 -inch thick P-Mished alumina% or an equivalent longevity rport coTosive acetal stillable for weadmig t jointing or soldered fabdcaftL 4. If exposNd fasferiers we placed throtugh the ridge vert to's downslope firings. they, should bs weathertight, gasketwi fasteners (e.g ring -shank nags or screws). - 5. Note that the above Illustration of a rife vert depkft one type or style of shingle -over ridge vera ifaW, but there are numerous dgferent types and profiles on Cha market. 6. DIMM13113113 shown well recommended minirwms and are untended to be approximate -to alowfor reasonable t>terancas due to ilei! conditions. 7. The profs Of specific cemporherts, their t ooftzation or sewerncirg can very with the roor system, with climatic differerk*s, and regional or area practkes. 6. Wusba&)n of components (e g. heavy -(bate sleet ridge ties), fasteners. fastener number, spacing, etc, is a generic a=nPW- Of are option to allow for ridge ventilation and not intended to daphct.any particular ptCdl4 architecture. nor enginean ng. See local Bolding Cods and Structural Engineer as may be requite!, /� RIDGE DETAIL A4314" =.1'-0" o r r 3' 4 5 I 6 ROOFING NAILS ASPHALT -SATURATED FASTENED AT FELT, OR OTHER APPROXIMATELY ':) APPROVED WTO 10" ON S+ UNDERILAYMENT ASPHALT -SATURATED CENTER (D.C.) N<gO OPTIONAL: COMPATIBLE FELT, OR OTHER PERIMETER ,1[ SEALANT RECOMMENDED APPOUNDERIAYEND MT RAKE DRIP -EDGE FABRICATED GUTTER FLASHING METAL SPACER. OR FERRULE ROOFING NAILS FASTENED AT u (Install �ANIDSPIKE APPROXIMATELY WTO rake.) 1(r ON CENTER (O.C.) DOWNSLOPE PERIMETER RAKE PERIMETER EAVE DRIP -EDGE FLASHING DRIP -EDGE FLASHING METAL Pridd over METAL pnslall tuhdrert at reka.) UndOMasth DOWNSLOPE undedayment aleaves PREFINIShED PERIMETER EAVE Trim and bend in end at ALUM. GUTTER DRIP -EDGE FLASHING - oomer to form closed METAL (Install underneath end. if flasha►g metal is underiayment at esus. Installed oto gulter. Trim and bend kh end at provide adewate space , to dorm closed,) for back flange of ) GUTTER BRACKET FORMED DRIP -EDGE FORMED DRIP -EDGE WOOD FASCIA BO FASCIA BOARD Notes: 1. In cold climates, where snow and ice we common, a setedher rig ice & Water membrane such as IKO Notes. Armarguard a StormsFniaM, W other rtemtrate, is r retf ed as an ko-dam protectiart membrane at erg AffriI. in cold climates, where snow and losers common, a self -adhering Ice i£ water membrane such as IKO potential Ica darriming locations such as downslope eaves. valleys, cr4ets, around penetrations, and rake edges. Oar o ming 10 lucid dx Other &-Sl op IS recommended iC an icWoun t protection ns, anmembra at all potential kaa damming locations audio � davnsiope sates, vaAeys, wickets. stand penetrations, and rakes At downslope roof perkneters R is recommended to extend the ice darn prion membrane 24- min. u pslope Al downslope rodf.prelmeWs, it Is recommended to extend the ice dam protection membrane 24- mkt. upelope from from exteriorwall. CMWR bust Building Cade raquiramerts. extermwall. Consult local Bing Code requirements. 2. Seve ft of localized climate conditions regardhrit; rakhial, freezedhaw cyclerg, and anticipated snow and icing may 2. Save* of localized climate conditions regarding rairtfal, freeze -thaw ung, and anticipated snow and king may dictate the krstaUatim of perimeter drripedge mem flashing. Most U.S. locates! Building Codes require the use of dictate the trhstallad- of perimeter drip -edge metal flashing. Most Well Building Codes "Ire the ties of perirnew perimeter sheet metal tlasrnings with waterahedding rod systerrrs. Refer to lord Building Coda Perimeter drip - street metal flashings with wateraireddhrg rod systema, Refer to local Building Code. Perimeter drip edge metal edge metal flashing is suggested to be a minimum of 26 gaugs.pre-finished"kiled galvartkeed steel, 16 -oz. flashing Is suggested to be a minimum of 26 -gauge galvanized steel.16 copper..032-&nCtt copper, ,0324 nch thick pre -finished aluminum, or an equivalent longevity thick pre4nished aluminum, a an equivatard longevity medal. th 3. The penmeW on e roof deck should provide a continuous solid wood rrefty surface over which to a" the 3. The perimeter of the roof deck should provide a coknuous sold wood sheet metal dr 1p�edge tiastiing. ring sutrfade overwhich b apply Coe dtest 4. The venial face flange df sheet metal drip•edge flashing should be of sufficient length to pembt water to drip off 4. vertical face age of sheet metal drip -edge tlastdng should beat sufficient dengi i to penin# water to drip off the the root: wf d into Clutter (C present). wWuxd affecting to underlying construction during times of no wind. roof without affecting the underlying construction during firries d nowwA 5. The horizontal Range (Le. roof side) of sheat metal drip -edge ft*ft simuld extend approximately 2" to 3" 5. The horizordal fiange (Le.. roof aide) of sheet metal ddp edp flashing should extend adtlxmdnw* 2" to 3- minimum minknum orto the rw onto the root. e. In cold climistes, consider Installation of an mor sheet (e g., a Wp of asphalt sakirafad fell) between the wood e. In cold climates, sbnsidler Installation of an holadorsheel (e.g, a sbih of asphaltksaturated felt) between the woad roof deck and sheet metal flashing flanges) to minimize potential for condensation and resttking decery. roof deck and sheet metal 11801ft tlange(s) to rrninlrr>rie potential for condensation and restAft decay. 7. Dhensionii shown are recommended minimums and are Mended to be approximate to allow for reasonable 7. Dimensions shown are recommended miruiniurns and areintended to be tolerances due to field conditions. tolerances dire to field conditions. approximate kin allow for reasonable 8. The profits of specific components, their configuration or seWeticiCg, can vary with the rod system, with climatic 8. The profile Of sperms components. thefr wrifigmtkin or sequencing, can ver with the roof system, wilt climatic differences, wid regional or was practices differences, and regional or area pr"ces. EAVE AND GUTTER DETAIL -GABLE AND EDGE DETAIL D5314" 1-T 0 1' T 31 D6 3/4" ar 1-T D 1. 2 3, APPROXIMATELY 61 LAP EXTRA NAIL IN END OF SHINGLES CUT BACK APPROXIMATELY 2- FROM SHINGLE --y CENTER OF VALLEY (Optional: ASPHARIDGE ` Ch�ik this 10 guide cut starting OTHER APPROVED tdNl)ERLAYMENT SATURATED FELL, OR ° ° approximately 2" away from valleyTti82 A CENTERED IN VALLEY centerrm at top of valley, and APPROXIMATELY 6" IAP CURE NTH CODE- saparating ordiverging at lArA2" 4` MINIMUM END REQUIRED NUMBER OF NAILS a ° to bottom of valley.) RIDGE (Sea local Building Code.) ` ASP14ALT-BATURATMO . ASPHALT -APPROVED FELT, OR OTHER 1 SATURATED , UNDERLAYMENT FELT. OR OTHER. �� - APPROVED FULL -WIDTH ICI;; 6 LfNDERLAYMENT WATER MEMBRANE 2" MINIMUM �„ ° SUCH AS IKO SIDE LAP !„s1► ARMOURGUARD OR DOWNSLOPE STORMSHIELD. PERIMETER RAKE PERIMETER (Opbonat full width co �� METAL FLASHING EAVE DRIP- r.. � roll �g merrntxarne) underiaymert at rake.) EDGE CUT TOP CORNER OF FLASHING SHINGLE, AND ONLY IF TYPICAL EXPOSURE LEADING EDGE PLUS METAL (tnstall DEEMED NECESSARY (Sea Note 4.) STARTER COURSE (See underneath APPLY BEAD OF ROOF START FiRST COURSE WITH FULL SHINGLE Note 7.Optioak Field tnWWWyment CEMENT fabricate, we Detaff S-4.) at am.) KEEP SHINGLE BUTT - Notes: END JOINTS 12- MINIMUM FROM VALLEY CENTER 3. Rsoorrxrnen3ed minimum slope for Installation of asphalt shingles is 4:12, N only one layer oK No. 15 asphalt KEEP NAILS 6- MINIMUM FROM VALLEY CENTER TER saturated Telt Or other approved water-sihuhddktg ruhderlayrrherd, such as IKO Stonrtlte, isspecifed. For roof stapes fares than 4:12 a mi ninum of two layers of underlaynrent is to be Installed "diingla" fashion with it 17" exposure APPROXIMATELY 12" MINIMUM EXTENSION OF end 19" sddelap. Shingles not recommended for slopes less than 2:12.. Notes. SHINGLES THROUGH CENTER OF VALLEY 4. Exposure for Marathon shingles da SaW. For Cambridge and Dynasty shingles the exposure is 5 716'. 5. Nistall 4 shingle nails approximately 1" In from each edge and fire rerrnairilig 2 nails evenly spaced a" rte Wr*th (afrghtdy above each cut-out for Mwathmnj. Cois:dt KO application Instructi= for "Nail•Zate" location and 1. Da�T drawn showing laminated stere. Also applies to octan styles. excafastening requ2 are a red to a v in hIghwminima td zones (as designated she by bid Building Code) and/or Japes h 2. In Cold crust a, where snow and ice are common, an ke r3 Water Prima membrane, such a$ IKO Dynasty d� 21:12 are roqured to have a nails. C n six (6) [his per shingle. instNotructions for wind warranty coverquirw ien on Armourguard or Stomehidd, is recommended as an ice -dam protect membrane at a6 potential ice damming Dynasty ahin8>ee avalabte with use ct 4 rias. Consult IKr7 application Ihstuefliorhs for ftaEhd-tabbing requlemahfs metr location such as downslope ems. valleys, wkxksts. Wound penetratiorCs, and rake edges. At downslope roof as related t0 scope mCi wind criteria.criteria.per perimeters; A h nroDmmendsd to extend the fie dam protection dxerts 24- rr" updope from exterdor welL 6. Severer of Wafted climatee c-0- regarding raHnfag, freeza4ttaw cydiing, tvW anticipated snow and Icing may cc" bad Building Code regtukemdurnts, - dktatethe instagstiavn d perirtteter.drip�dga mesa! flashing Refer to local Building Code. See Detail S 3a 3. Far ice9 valleys, particularly on lower slopes, and in snow and los ramous, flashings MW ueihfdrrcing sheet should 7. In" Leading Edge Pitts darter cotm par wrtim instnxahols. Maintain in starter, and first corse offset. See petal be lapped a minimum of 12" and adhered to verticil grade root cement - SA 4. Cut dhtmglars on side of rod with greatest runoff in order to prevartt budding water an vett edge. S. Lteadkv Edge Plus *09 may be installed along rake edge prior to Metalling shingle courses to leu of, or lin 5. For closed -cut valleys utilizing roll ragtag, all layers d roofing sg. tradd beef pressed firmly bila the center d Cie addition. to perimeter edge metal flasi tg. See Detail S-6. 9. Dimension shown are n randed miMnxrns grid are ktended to be approximate to allow for reason" w�eY. Ptia to ownnailiar 6. lowarices shown erB recommended minimums said are Intended to be apprOXirrmle to allow for reasonffile tolerances due to field CantlEions. tdrleruanc� due to field COnfkiionS. 10. The profile at specific componerits, their configuration or sequencing, can very with the roof system, with A nafie 7. The profits of specifle components, their cohfigwaCurt► orseWenc ft can very with the roof system, with comafic differences, and regional or area proms, (Wetermes. and regional or was practices. VALLEY UNDERLAIMENT DETAIL C.5 .3/4"= V -o° 0 1 z 3 ALTERNATE: SEPERATE SOFT METAL FLASHING CAP THROUGH UPSLOPE FLANGE (is., blkxtnaA.) TO SECURE VENT FLASHING 40 LEAD OR OTHER SOFT METAL PIPE FLASHING (Tum down Ito CoA stack approximately 1".) SOIL STACK PIPE'. (Plrnbing vert.} --METAL PIPE FLASHING Notes: rw,.r+arnuvu %1WL r-#kK 1. Detail drawn showing Mwetihorn. Also applies to ollw styles. 2. In cold dimatris, where snow wxf ice are conmon. an ke 3 Wider Protector rnembriera, suchh as IKO Armorguard or Stormddeld, is recommended as an ice -clan protection membrane at td poterdid Ira rigem ting Iodations such 43 d ownWope OHM. valleys, ak keds; stand paneharrons, and rake edgm consult focal Buikilp Code requuuenerts. 3. Sol pipe stacks shdoub extend a mormdrrn of 8` above roof surface. 4. If exposed fasteners are placed through VOWS dLpY W011e AN1110._they should be weadiartight. gaskdrted %darters (e.g, ring -shank nail or screws). 5- DW -Sim- shown are reaanuTanded miCimms and we Intended b be epproxirnste to allow for reasonable tolerances due to field oandlions. 6. The profile a t -ft camponsn% their configuration or switiencing, cat Vary with the roof system. with dfrnatic dgferartcea, aril regiornst a area practices. 7. ft may be that Cha layout of .tie sol pipe penetration oom" In such 0 way Rost at asphalt shkigle buttend jabtt, or "We tab cadouC aligns with the edge and/or back of fie metal dastilris flange, Instal a self-aditered modified -asphalt nnartxa s, or outer merWare, to strip -in the shies and back of the metal Cashing flange 10 41fI1sdgveirr externd these flanges, VENT PENETRATION DETAIL A5314" =1'-0" o r z T S ROOF VALLEY DETAIL C6314" = V-10" r 3' BASIS OF DESIGN 1.1 MANUFACTURERS - A. Acceptable Manufacturer: IKO Mantfauxuring;120 Hay Rd..-WInangton, DE 19809. ASD, Til Free Tel: (888) IKO-ROOF. Tel (302) 764310Q Fax: (302) 7645852 Ernal: request info(inforesideriiiakoofingusa@iko.com). Wei: httplArvww. ko.dxnn. B. Substitutions: OR EQUAL permitted wlh Architects approval. 1.2 SHINGLES A. - Shingles: Cambridge as manufactured by IKO.Manulecturing. 1. Type: Architectural 2. Exposure: 5-7/9 inches (152 mm). 3. FM Class No. 4473, Class 4. (.Cambridge iR). 4. IKO Iron Clad Protection Period: 15 years. S. Limited 10 -Year Algae ResistantWarranty. 6. Limited wind warranty coverage up to: 110 mph (177 kph)_ 7. High Wind warranty upgrade to 130 mph (2W kph) available. & ICC ER -3532 Listed, (Sumas only) 9. Energy Star Rating: Super White Cambridge, 10. Color As Selected by Architect from manufacturer's color range available In the location of the Project. - . B. To ensure coverage under the High Wand Application Lunged Wind Resistance Warranty; the Shingles shall be installed with additional rats, the shingles steal have an opportunity to seal or be manually sealed and starter strip shingles shall be used at all eaves and rakes_ 1.3 HIP AND RIDGE SHINGLES A- Product: Ultra HP Hip Prorde.Rhdge Cap Shingles: A high profile sed sealing hip and ridge cap shingle matching the cola of selected roof shingle. Each bundle covers approximately 20 unreal feet (6.1 linear meters). 1.4 SHINGLE UND€RLAYMENT A. Product: IKO Statrttite Synthetic tlnduvlayment 1.5 ROOFING CEMENT A Product: Asphalt Pbstic R00rM9 Cement meeting the re9wrements d ASTM D 4586, Type I or 11 or CAN/CGSB-37.5. 1.6 ATTIC VENTILATION A. Ridge ventilator designed to allow the paste of air out of attics, For use in conjunction with eave/soffit Intake ventilation products. Roct ventilation shall be installed as to mint building codes and as instructed from the architectural drawings 1.7 NAiLS/FASTNENERS A. Product: Standard round wire. zinccoated steel or aluminum complying with C58 B 111 and meeting local building codes. 1.8 METAL FLASHING METAI ROOF BASIS OF DESIGN 6 E FRI L C 1000 LOGAN HEIGHTS CIRCLE SANFORD, FL OWNER REVISIONS ROJECT STA C.D. DATE 11-27-2017 ROJECT NUMBS 82-2017 SCALE . AS SHOWN A DRAWN BY GHEGKED 8Y H3D BPH DRAWING TITLE ROOF RELATED DETAILS ASPHALT SHINGLE A-503 t.. ! • I.;_ _ W NMI; - CSAM M 1000 LOGAN HEIGHTS CIRCLE SANFORD, FL OWNER REVISIONS ROJECT STA C.D. DATE 11-27-2017 ROJECT NUMBS 82-2017 SCALE . AS SHOWN A DRAWN BY GHEGKED 8Y H3D BPH DRAWING TITLE ROOF RELATED DETAILS ASPHALT SHINGLE A-503 r w m w w x 0 J ti O N r x 0 Q' 0 0 r_.. w O ut J 0 h■ r`+r r Q Ltt C0 Q S2 D t�- z w. 0 Llf p 0. Q� LU c) O � Z w¢ 00 Q� u� w �z m(!) w z4 LU Co oz aF o2 ?o �a �Q 0 v0 t2 z ED a0 as w i zZ C3 _ �a QY a� �a 2 a= Uj co ~ LU 0 c' Lu> 0 oa 0 yr 0 JCL CL cz zo &V) :3LU on O Fw- w s rr tit Ix P C.) U� oZ coz �o o n zZ aUj } � J J Lu �x PROJECT SPECIFICATIONS PROJECT LOGAN HEIGHTS APARTMENTS DATE 12/19/2017 LIGHTING FINISH SCHEDULE — RESIDENTIAL UNITS Kitchen light 32" LED OVAL CLG FLUSH CL -900-5 ROOM FLOOR BASE WALLS CEILING REMARKS 0 KITCHEN L..V.T PLANK L.V.B GWB PAINTED . 84 L-4 LIVING L.V.T.PLANK L.V.B GWB PAINTED - HVAC Closet 6" Surface MTD disc LED--SM6DL-ORB-C BEDROOM LV.T PLANK L.V.B GWB PAINTED - C kitchen Light CLOSETS L.V.T PLANK. L.V.B GWB PAINTED - 7/8" Dir ng LED Semi -Flush 64009 BATHROOM SHEET VINYL L.V.B. GWB PAINTED - 2 360 L-4 Hall and W/I CIO Light 11.75" W 1- Light brushd Nickle Pocket LED Sconce Mchler 4 720 L-5 1 ALL INTERIOR WALL AND CEIUNG FINISHES IN EXIT ACCESS CORRIDORS WILL BE NOT LESS THAN CLASS II, PER NFPA101 12.3.5. 2. ALL BROOM FINISHED / BRUSHED CONCRETE SURFACES IN TRAFFICKED AREAS MUST BE SLIGHTLY ROUGHENED IMMEDIATELY AFTER FLOAT FINISH WITH A FIBER -BRISTLE BROOM PERPENDICULAR TO MAIN TRAFFIC ROUTE. G.C. TO COORDINATE FINAL FINISH WITH ARCHITECT BEFORE B A PROJECT SPECIFICATIONS PROJECT LOGAN HEIGHTS APARTMENTS DATE 12/19/2017 LIGHTING ONE BEDROOM/ONE BATH L-1 Kitchen light 32" LED OVAL CLG FLUSH CL -900-5 iWestinghouse 1 1 84 1 L-2 Dining Pendant 11 7/8" Diming LED Semi -Flush 64009 0 0 L-3 - Vanity Light NORA LED Vanity Light LVL113A24BN CANARM 1 84 L-4 Hall and W/I CIO Light 11.7.5" W 1 -Light brushd Nickle Pocket LED Sconce KCchler 4 336 L-5 HVAC Closet 6" Surface MTD disc LED--SM6DL-ORB-C CANARM 0 0 LIGHTING TWO BEDROOM/TWO BATH L-1 kitchen Light 32" LED OVAL CLG FLUSH CL -900-5 ill lWestinghouse 1 180 L-2 Dining Pendant 7/8" Dir ng LED Semi -Flush 64009 0 0 L--3 Vanity Light NORA LED Vanity Light LVL113A24BN CANARM 2 360 L-4 Hall and W/I CIO Light 11.75" W 1- Light brushd Nickle Pocket LED Sconce Mchler 4 720 L-5 HVAC Closet 16" Surface MTD disc LED--SM6DL-ORB-C CANARM 0 0 LIGHTING THREE BEDROOM/TWO BATH L-1 I0Itchen Light 32" LED OVAL CLG FLUSH CL -900-5 1 96 L-2 Dining Pendant 117/8- Dir ng LED Serni-Flush 64009 Westinghouse 1 96 L-3 Vanity Light NORA LED Vanity Light LVL113A246N CANARM 2 192 L-4 Hall and W/I CIO Light 11,75" W 1 -Light brushd Nickle Pocket LED Sconce Kuchler 3 288 L-5 HVAC Closet 6" Surface MTD disc LED--SM6DL-ORB-C CANARM 1 96 LIGHTING PR03ECT TOTALS Per Building L-1 Kitchen tight 32" LED OVAL CLG FLUSH CL- 900- 5 360 L-2 Dining Pendant 11 7/8" DirrrTring LED Semi -Flush 64009 Westinghouse -96 L-3 Vanity light NORA LED Vanity Light LVL113A24BN CANARM 636 L--4 Hall and WA CIO Light 11.-75" W 1 -Light brushd Nickle Pocket LED Sconce Kichler 1344 L-5 HVAC Closet 6" Surface MTD disc LED--SM6DL-ORB-C CANARM 96 EL -6 BREEZWAY NUVO 62-547 14" FLUSH MTD LED NUVO 28 420 SR -7 STORAGE CLOSETS 6" Surface MTD disc LED--SM6DL-ORB-C CANARM 24 360 DOOR HARDWARE HW -1 Entry Door Delta Satin Nickel - Entry Function Kwickset HW -2 BedroonVBath Delta Satin Nickel - Privacy Function Kwickset n{\: 154 DOOR AND FRAME SCHEDULE P DOOR FRAME HARD WARE ❑ RIAN P. ERT FL AR0015474 ELEVATION FIRE PROJECT / MARK DOOR LOCATION SIZE DETAIL RATING UNIT A UNIT B UNIT C MATL MATL LABEL SET W HT THK HEAD I JAMB THRESHOLD I NO LOGAN HEIGHTS ED BALCONY EXISTING. SLIDING GLASS DOOR TO REMAIN . C APARTMENTS 1 - ENTRY 3'-0" 5--8" 1 %4" N.M. H.M. E3 E4 E6 45 MIN - : • • 3 PANTRY CLOSET t 2'-6" 6-8" 1 Y4" WD WD E1 E2 - - • + • 3 WATER HEATER CLOSET t 2'-6" 6'-8" 1 ye WD WD E1 E2 - 1 1000 LOGAN HEIGHTS 4 STORAGE CLOSET i4'-0". .64r 1 4" WD WD E1 E2 - - 1 • + + CIRCLE 2 BEDROOM 3'-0" 6'-8" I Y4" WD WD E1 E2 - - 1 + - - SANFORD, FL 4 BEDROOM CLOSET *N-0" 6'-8" 1 Y4" WD WD E1 E2 - - 2 • • - _ omE R DOOR NOTES: 1. OWNERS REP AND CONTRACTOR TO EVALUATE DOOR CONDITIONS IN EACH UNITS AND DECIDED ON REPLACEMENT 2. CONTRACTOR SHALL COORDINATE DOOR FRAMES WITH PARTITIONS THICKNESS. 3. CONTRACTOR IS RESPONSIBLE FOR PERFORMING ANY WORK NECESSARY TO COMPLETE THE PROPER INSTALLATION OF DOORS, FRAMES, AND HARDWARE. 4. ALL EGRESS DOORS SHALL COMPLY WITH N.F.P.A 101, 7-2.1.5.1. FSC. (2014) SECTION 1008 & FBC 11-4.1.3(7),11-4.1.3.9 AND 114.13 & ALL EGRESS DOORS HARDWARE SHALL COMPLY WITH N.F.PA 101,12.2.2.2.3 6. ALL HARDWARE TO BE LEVER HANDLE "KWICKSET" OR "SCHLAGE ND SERIES" (OR APPROVED EQUAL), AND TO COMPLY WITH F.B.G., CH. 1 i REVISIONS 7. KEYING SCHEDULE: PROVIDE MASTER KEY FOR ALL DOORS. No. Descri 'on Date ey 10Ii°lo CD' 8 ALL ACCESSIBLE DOORS MUST COMPLY WITH FBC ACCESSIBILITY 404.2.9 ©09/0 CUS 11-27-17 C REVIEW 12-1947 CRI. LETTER 2-05-17 ROJECT STATUS C.D. L/1fG 11-27-2017 RWECT NUMBER 82-2017 SCALE AS SHOWN A .DRAWN BY cHEcxED BY H3D BPH DRAWING TITLE DOOR & FINISH SCHEDULES AND FINISH SCHEDULE AND NATES APPLICATION. PRODUCTSPECIFICA510N SCHEDULES— DOOR & HARDWARE SCHEDULE DETAILS 0. A1 A3A5 DRAwINGNUMBER A-601 0 1 2 3 4 5 6 ,a f U ulw z a ul m oc Lu z O t� 0 r z Lm z — O U z Lu0 a Eu iE Z3 D. z 0 LuJ O U to J V _N O oCO W �z mc Ca. — auj U o p 0� l aU.¢ 00 a cc =z. ca r z0 F Lu LL c 5z LL -o2 ?O I UJ _., �a CL c� za 0� �z �Q �o m W uI zz 1-93 Lu ii Q CL 0o ca x uI CL p LLL F u to V+ iZ ra JW¢ O Q �.. O U r =0 ad' � a N z zd wN U z "i w Q LL- _ O Q z W O � Lu a� w0 iE Wcl z ZQ Ui z Z o Qo z �0 zU _z A w>C 0- Ii Q iL u iu Q�Q zT I-- co u- 0 cn .2- 0 r 0 . Q� tyn z — �0 U 1 K El I 2 3 El I 5 1O HEAD to Q m w u EXISTING STUCCO FINISH PATCH ANC �3 SILL u� G CONCRETE BEAM _ a 1'713" P.T. EXTEND 6" PAST DOOR AND WINDOWS CORNER BEAD GYP BOARD RETURN PROVIDE 114" SHIM SPACE NON IMPACT GLAZING SYSTEM V R 314" P.11 BUCK SET IN MASTIC 314" P T. f AS REQVII(ED- JON- IMPACT GLAZING SYSTEM IN MASTIC 1 X3" P.T. VERTICAL FURRINGS REINFORCED JAMB SEE STRUCT'L DWGS. 1 PT GYP BOARD 8" C.M.U. SEE PLAN FOR SIZE NONIMPACT . GLAZING SYSTEM CK SET IN MASTIC / 1/2" MARBLE SILL — J BEAD 1"X3' P.T. FURRING POURED CONCRETE SILL 5V GYP BOARD 8" C.M.U.. AA226001731 SEAL LLIAM J. GALLO FL AR0008441 OF F 5471 s$RIAN P RBERT FL AR00154, LOGAN HEIGH' APARTMENT: TYPICAL WINDOW DETAILS C3 1 '/2" 1 0" 0 el I. IV 1000 LOGAN HEIGH CIRCLE SANFORD, FL ,OWNER REVISIONS --PROJECT STATU C.D. DATE 11-27-"2017 ROJECT NUMBS 52-2017 SCALE AS SHOWN A DRAWN BY CHECKED B` H3D BPH DRAWING TITLE DOOR & WINDOW DETAIL A-602 5 6 vi I .ulUj JL 1' LL• ��. 00 r ac tr AA226001731 SEAL LLIAM J. GALLO FL AR0008441 OF F 5471 s$RIAN P RBERT FL AR00154, LOGAN HEIGH' APARTMENT: TYPICAL WINDOW DETAILS C3 1 '/2" 1 0" 0 el I. IV 1000 LOGAN HEIGH CIRCLE SANFORD, FL ,OWNER REVISIONS --PROJECT STATU C.D. DATE 11-27-"2017 ROJECT NUMBS 52-2017 SCALE AS SHOWN A DRAWN BY CHECKED B` H3D BPH DRAWING TITLE DOOR & WINDOW DETAIL A-602 5 6 f- cn _w C.) 00w U OQ Q n 0 F - C9 a .0 U x 4 0 . CSI 0 Lu. U - 0 U 2 ti3 a r a Lu iE 0 a w 0 J C] H Z Lu UL zo CL - 0� . W � co 0 aZ �Q 00 w� �Z ui CSI m(1) �lu z© Q� oz F z0 �a uj cr SE Q Q U za � c zZ LLA � Lei 00 0 LMl U LII vi Lu 0. 0? u� co 0. oY to LU Bu, W (� 0. Of to o. Fo Lu w U Ty �IL coo Z �ui l- 00 z 0.� V uJU 5w Lij �U w0 2Q =) cl) z Z O a� 13 co) 13 J0 Z 0 =":ez A aX �- w ¢i 0 EL` ulQ _:r a U) 0 i �g o O 0 Q3 Z , 0 t 4 A.T9"'M _.CW. #�W j�3 MECHANICAL E OOR PSN X A - ONE BEDROOM V 1/4" =1'-0" o x If s MECHANICAlROOR PO UNII FW0 BEDROOMS 1/4" = V-0" D 2- D A3 4 s MANICAlR00RP�NON�C�iNRffB�R00MS 5 LOGAN HEIGHTS 14 AIR CONDITIONING SPLIT SYSTEM SCHEDULE 000 LOGIN HEIGHT CONDENSING UNIT CU TAG MANUFACTURER do MODEL NOWMAL TONNAGE COMP. TMP£ (S)ER/IPLV REFRIG UQ./Wa. COMP. fU FAN FLA VOLTAGE/PH MCA/MOCP WONT (LBS) L x W X H (IN) CU -1 CARRIER / CA16NA018 1.5 SCROLL' 16.0 R -410A PER MANUF. 9.0 a5 208-230/1/60 11.8/20 163 31.2X31.2X2&5 CU -2 CARRIER / CAISM024 2.0 SCROLL 16.0 R -410A PER MANUF 13.5 0.75208-00/1/60 17.7/30 163 M.2=4=5 r Q c �/ �\.j''i�„ "' O R DMOCP SAN , FL OVJPIER CU -3 CARRIER / CA16NA030 2.5 SCROLL 16.0 R-41QA PER MANUF. 12.8 0.75 208-230/1/60 16.8/25 171 31.2X3t.wl.9 AIR HANDLING UNIT AHU TAG MANUFACTURER k MODEL TOTAL MBH SENSIBLE MBH TOTAL CFM HEATING KW MOTOR MOTOR FLIT VOLTAGE/PH MCA/ WEIGHT (LBS) L x W x H (110 AHU-1 CARRIER / FVJICNFO02 18.3 13.5 600 5.0 0.5 HP 4.3 230/1/80 33.5/35 135 22.1 XI 7.5X42.5 AHU-2 CARRIER / FV409M 23.0 18.8 800 5.0 0.5 HP 4.3 230/1/60 33.5/36 135 221X17.5X42.3 AHU-3 CARRIER / FV4CNF002 27.1 20.1 1 1000 5.0 0.5 HP 4.3 230/1/60 33.5/35 135 22.1X17.5X42.5 NOTM **CONTACT THE MANUFACTURER FOR REFRIGERANT LINE SIZING FOR APPUCATLONS EXCEEDING 50 FT" 1. UNITS RATED PER ARI 210, 240 AND 270. . 7. PROVIDE COASTAL CORROSION PROTECTION FOR WIDENSING UNIT. FULLY DIPPED COI. 2. PROVIDE WITH TXV. LIQUID UNE FALTER DRIER AND MULTI -USE SERVICE VALVES 8 PROVIDE FACTORY MOUNTED FUSIBLE DISCONNECT FOR. A.H.U.. COORDINATE PRIOR TO PURCHASING 3. PROVIDE HIGH AND LOW PRESSURE CONTROL AND OVER TEMPERATURE PROTECTION. 9. PROVIDE DISCONNECT FOR C.U. (INSTALLED BY ELDCT 4CAL) COORDINATE PRIOR TO PURCHASING 4. PROVIDE WEATHERPROOF ELECTRIC CONTROLS AND SINGLE SIDE SERVICE ACCESS 10. PROVIDE FACTORY RECOMMENDED PROGRAMMABLE THERMOSTAT. 5. PROVIDE Y THROWAWAY. MIN. 3OX EFF, FILTER. 6. REFRIGERANT LIES TO BE SIZED AS PER MANUFACTURER'S RECOMMENDATION, CONTACT BRIAN SLAMON Brim -S monOemrierentergrbccom.FOR EQUIPMENT INFORMATION REVISIONS MECHANICAL PLANS PROVIDED FOR REFERENCE ONLY - SCOPE OF WORK IS LIMITED TO THE REPLACEMENT OF EXISTING AHU AND CU WITH NEW HIGHER SEER UNITS AS SPECIFIED ABOVE. MECHANICAISCHEDULES AND NOiES J ,w -, a OJECT STATU C.D. 11-27-2017 -2017 PROJECT NIIMBE 82-2017 SCALE AS SHOWN DRAWN BY CHECKEDBy H3D BPH DRAWING TITLE UNIT MECHANICAL FLOOR PLANS DRAWING NUMBER M-101