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HomeMy WebLinkAbout2921 Orlando Dr 18-3831; INTERIOR ALTERATIONCI rY OF SEP 10 IUttl Sk�40RDPERMIT' APPLICATION BUILUING DIVISION I Application No: /ff- "e), Documented Construction Value: $ 1 Q o r]0 UU tea' job Address: � 11 a/ S. f% f2 i<Ll<�p ��(] Fe s 7 5(G! {� y 1 i C/IFbYG(` 1 I• J?J Historic District: Yes❑ No❑ Parcel ID: •30 -509 -LJuoa 'acme ,�,� Residential El Commercial Type of Work: New El Addition i ✓(AJteration ❑ Repair/ /❑ Demo Change of Use ❑ Move '❑� Description of Work: CO Je Plan Review Contact Person: /6/%�ut4 15%12 il1� 'Title: f%1 Fax: Email: t2fAM61,6- (��/tPt7huZ/tL LU J�'l7�j�JZ i PProperty Owner Infos p `'Lji r Name ,Sr P�3%cY 1��1o�l�[n? !�0� v �L pl, Street: Joao M(,h&---St *Id/ Resident of property?: pJ1P City, State Zip:0X(f-1\'y:> 6 P1 32°r35 Contract r" •fo" ,<.1-- 'n t � Name d��y Iry (T t` �p1 �l(o Cv Street: X V X13 / t.t- -. ,r r _ City, State Zip: (1 r 1u� G� a �L r�S r" tone: -1/6-) Fax: State License No.: !f 9C 1 a5 % 0 -� 7 Architect/Engineer Information Name: P!5'. C's,., � u Q n o., C -%t � Yhone: Street: j S� Y�� Sf�' �it� Fax: City, St, Zip: U (l"(f Jr) E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURETO RECORD A NOTICE 01: COMh1ENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR INIPROVEMENTS TO YOUR PROPERTY. A NOTICE OP COrvlrtill?NCEh1EN't' MUST' BE RECORDED AND POSTED ON THE JOB SITE BEFORETHE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COINIMENCEIMEN'r Application is hereby made to obtain a permit to do the work and luslallalions as indicated. I certify that no work or installatiou has commenced prior to [tie issuance of a penult and that all work will be performed to meet standards of all laws wgulatiug constructions iu this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. � � yf 5 ANDLORD IMPROVEMENTS WHERE A CONFLICT IN THE SANFORD FORD 1 LAZA Cf OND O1�M[J11 S DRAWINGSTIONS ARISE OR MORE STRINGENT, STRICT, 2921 IJ o ORLANDO DRIVE' #200 PRECISE, TEXACTING SPECIFICATIONS OR DIMENSIONS SHALLSANFORD, FLORIDA CONTROL SA DOJ 2010 ADA -SAD (2) For the purposes of this section, alterations to windows )10 Standards: Title III , 23 Subpart D of 28 CFR Part 36 hardware, controls, electrical outlets, and signage shall not be apartment of Justice deemed to be alterations that affect the usability of or access to 36.403 Alterations: Path of travel. an area containing a primary function. ) General. (d) Landlord/tenant: If a tenant is making alterations as defined in § (1) An alteration that affects or could affect the usability of or 36.402 that would trigger the requirements of this section, those access to an area of a facility that contains a primary function alterations by the tenant in areas that only the tenant occupies do shall be made so as to ensure that, to the maximum extent not trigger a path of travel obligation upon the landlord with respect feasible, the path of travel to the altered area and the restrooms, to areas of the facility under the landlord's authority, if those areas telephones, and drinking fountains serving the altered area, are are not otherwise being altered. readily accessible to and usable by individuals with disabilities, (e) Path of travel. including individuals who use wheelchairs, unless the cost and (1) A "path of travel" includes a continuous, unobstructed way of scope of such alterations is disproportionate to the cost of the pedestrian passage by means of which the altered area may be overall alteration. approached, entered, and exiled, and which connects the altered (2) If a private entity has constructed or altered required elements area with an exterior approach (including sidewalks, streets, and of a path of travel at a place of public accommodation or parking areas), an entrance to the facility, and other parts of the commercial facility in accordance with the specifications in the facility. 1991 Standards, the private entity is not required to retrofit such (2) An accessible path of travel may consist of walks and sidewalks elements to reflect the incremental changes in the 2010 curb ramps and other interior or exterior pedestrian ramps clear Standards solely because of an alteration to a primary function floor paths through lobbies corridors, rooms, and other improved area served by that path of travel. areas; parking access aisles; elevators and lifts or a combination Primary function. A "primary function" is a major activity for which of these elements. the facility is intended. Areas that contain a primary function (3) For the purposes of this part, the term "path of travel" also include, but are not limited to, the customer services lobby of a includes the restrooms, telephones, and drinking fountains bank, the dining area of a cafeteria, the meeting rooms in a serving the altered area. conference center, as well as offices and other work areas in which (f) Disproportionality. the activities of the public accommodation or other private entity (1) Alterations made to provide an accessible path of travel to the using the facility are carried out. Mechanical rooms, boiler rocrrrs, altered area will be deemed disproportionate to the overall supply storage rooms, employee lounges or locker rooms, janitorial alteration when the cost exceeds 20% of the cost of the alteration closets, entrances, corridors, and restrooms are not areas to the primary function area, containing a primary function. (2) Costs that may be counted as expenditures required to provide ) Alterations to an area containing a primary function. an accessible path of travel may include: (1) Alterations that affect the usability of or access to an area (1) Costs associated with providing an accessible entrance and containing a primary an accessible route function include, but are not limited to-- to the altered area, for example, the cost of widening doorways (i) Remodeling merchandise display areas or employee work or installing ramps; areas in a department (ii) Costs associated with making restrooms accessible, such as store; installing grab bars, (ii) Replacing an inaccessible floor surface in the customer enlarging toilet stalls, insulating pipes, or installing accessible service or employee work faucet controls; areas of a bank; (iii) Costs associated with providing accessible telephones, such (iii) Redesigning the assembly line area of a factory; or as relocating the (iv) Installing a computer center in an accounting firm. telephone to an accessible height, installing amplification devices, or installing a text telephone (TTY). PARTIAL LEGAL pESGRIPTION (iv) Costs associated with relocating an inaccessible drinking PARCEL fountain. 01 -20-30-509-0000-2000 (g) Duty to provide accessible features in the event of OWNER(S) disproportionality. READILY ACCESSIBLE TO AND USABLE BY INDIVIDUALS WITH DISABILITIES, (1) When the cost of alterations necessary to make the path of SILVER STAR SHOPPING travel to the altered area fully accessible is disproportionate to CENTER LLC - the cost of the overall alteration the path of travel shall be made REARRANGEMENT RAN EMENT IN THE PLAN CONFIGURATION OF WALLS AND FULL -HEIGHT PARTITIONS. NORMAL MAINTENANCE, REROOFING, PAINTING OR WALLPAPERING, ASBESTOS REMOVAL, OR CHANGES TO MECHANICAL AND ELECTRICAL SYSTEMS ARE NOT ALTERATIONS UNLESS THEY AFFECT THE USABILITY OF THE BUILDING OR FACILITY. (2) IF EXISTING ELEMENTS, SPACES, OR COMMON AREAS ARE ALTERED, THEN EACH SUCH ALTERED ELEMENT, SPACE, OR AREA SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF APPENDIX A TO THIS PART. (C) TO THE MAXIMUM EXTENT FEASIBLE. THE PHRASE "TO THE MAXIMUM EXTENT FEASIBLE," AS USED IN THIS SECTION, APPLIES TO THE OCCASIONAL CASE WHERE THE NATURE OF AN EXISTING FACILITY MAKES IT VIRTUALLY IMPOSSIBLE TO COMPLY FULLY accessible to the extent that it can be made accessible without PROPERTY ADDRESS incurring disproportionate costs. 2921 ORLANDO (STE (2) In choosing which accessible elements to provide, priority 200/206) DR SANFORD, FL should be given to those elements that will provide the greatest 32771 access, in the following order: GI5 (i) An accessible entrance; MAILING 6000 (ii) An accessible route to the altered area; METROWEST BLVD STE 101 (iii) At least one accessible restroom for each sex or a single ORLANDO, FL 32035-1630 unisex restroom; APPLICABLE CODES: (iv)Accessibletelephones; SUBDIVISION NAME (v) Accessible drinking fountains; and 5ANFORD PLAZA (vi) When possible, additional accessible elements such as CONDOMINIUM parking, storage, X and alarms. TAX DISTRICT (h) Series of smaller alterations. 54-5ANFORD- 11-92 (1) The obligation to provide an accessible path of travel may not REDVDST be evaded by PLAN performing a series of small alterations to the area served by a DOR USE CODE single path of travel if those alterations could have been 1105- R 1105 -RETAIL CONDO performed as a single undertaking. CONTRACTION JOINT / CONTROL JOINT (2) 4200 WALL SECTION DOOR AND WINDOW SCHEDULE (i) If an area containing a primary function has been altered A400 5TD BLDG DETAILS without providing an GIS accessible path of travel to that area and subsequent CONDUIT, WIRING BOXES, SWITCHES, ETC. PLUMBING AND alterations of that area, or a different area on the same path of PERFORM THE WORK SHOWN HEREIN. UNLICENSED ENTITIES travel, are undertaken within three years of the original DISTANCE alteration, the total cost of alterations to the primary function PIPING ETC. AS REQUIRED. areas on that path of travel during the preceding three year ARCHITECT period shall be considered in determining whether the cost of EDESIGN MANAGEMNENT LLC making that path of travel accessible is disproportionate. 25-12 W 26 ST 2512 W 5R 426 STE 2064 (ii) Only alterations undertaken after January 26, 1992, shall be EACH END considered in determining if the cost of providing an accessible FL 65 OVI401 path of travel is disproportionate to the overall cost of the 310 1551 alterations. CONTACT, ANTHONY E EWEN, EMB RA, NCARB RNI SH MAT FRf AL5 NOTES_ PARTIAL LEGAL pESGRIPTION I. ALL MATERIALS SHALL COMPLY WITH AT LEAST THE MINIMUM REQUIREMENTS STATED BELOW. ALL SPACES SHALL BE CONSIDERED ACCESSIBLE IN COMPLYING WITH THE STANDARDS BELOW. 2. ALL WALL AND CEILING FINISH MATERIALS INCLUDING VINYL AND RUBBER BASE SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84 AND SHALL COMPLY WITH CLASS B INTERIOR FINISH WITH FLAME SPREAD OF 26-15, AND SMOKE DEVELOPED 0-450, EXCEPT AS NOTED UNIT 200 SANFORD PLAZA CONDOMINIUM PG 1901 ... ORB 5395 A5 RECORDED IN THE PUBLIC RECORDS OF SE 3'N!5 F COUNTY, FLORIDA BELOW OF ACCESSORIES, 3. ALL EXPOSED WOOD TRIM REGARDLESS OF FINISH, SHALL BE OF A SPECIES OTHER THAN PINE AND IN NO CASE SHALL THE FLAME SPREAD CLA55IPICATION EXCEED 200 AND THE SMOKE DEVELOPED 0-450, AS A CLASS G' INTERIOR FIN15H MATERIAL. 4. MATERIALS LESS THAN 1/28 INCH THICK WHICH ARE CEMENTED TO THE SUBSTRATE WHICH HAVE A FLAME SPREAD CHARACTERISTIC NO GREATER THAN PAPER OF 1/28 THICKNESS DO NOT HAVE TO BE CLASSIFIED IN ACCORDANCE WITH A5TM E-84. 5. MATERIALS SUCH AS CARPETING HAVING A NAPPED, TUFTED, LOOPED, OR SIMILAR SURFACE USA DOJ 2010 ADA -SAD 2010 Standards: Title III - 23 Subpart D of 28 CFR Part 36 Department of Justice § 36.402 ALTERATIONS. (A) GENERAL. (1) ANY ALTERATION TO A PLACE OF PUBLIC ACCOMMODATION OR A COMMERCIAL FACILITY, AFTER JANUARY 26, 1992, SHALL BE MADE SO AS TO ENSURE THAT, TO THE MAXIMUM EX TENT FEASIBLE, THE ALTERED PORTIONS OF THE FACILITY ARE WHEN APPLIED TO A WALL OR CEILING SHALL MEET THE REQUIREMENTS OF A CLASS 'A' INTERIOR READILY ACCESSIBLE TO AND USABLE BY INDIVIDUALS WITH DISABILITIES, FINISH. INCLUDING INDIVIDUALS WHO USE WHEELCHAIRS. 6 INTERIOR FINISH MATERIALS SHALL BE CEMENTED OR OTHERWISE FASTENED IN PLACE SO THAT THEY WILL NOT READILY BECOME DETACHED WHEN SUBJECTED TO ROOM TEMPERATURES OF 300 DEGREES F FOR 25 MINUTES. 1. FLOORING MATERIAL SHALL A MINIMUM CLA55 11 INTERIOR FLOOR FINISH RATING AS CLASSIFIED _ WITH NFPA 253 8. CARPETING, INCLUDING ANY PADDING, WHEN SPECIFIED, SHALL COMPLY WITH CLASS II INTERIOR FINISH REQUIREMENTS NOTED ABOVE 2 UNDERTAKEN O AN ALTERATION IS DEEMED TO BE NDE. PHYSICAL ALTERATION OF THE PROPERTY BEGINS AFTER THAT DATE. (B) ALTERATION. FOR THE PURPOSES OF THIS PART, AN ALTERATION IS A CHANGE TO A PLACE OF PUBLIC ACCOMMODATION OR A COMMERCIAL FACILITY THAT AFFECTS OR COULD AFFECT THE USABILITY OF THE BUILDING OR FACILITY OR ANY PART THEREOF. ())ALTERATIONS INCLUDE, BUTARE NOT LIMITED TO, REMODELING, RENOVATION, REHABILITATION, RECONSTRUCTION, HISTORIC RESTORATION, CHANGES OR REARRANGEMENT IN STRUCTURAL PARTS OR ELEMENTS, AND CHANGES OR 9. IF CA C CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, THEN IT SHALL BE SECURELY ATTACHED, HAVE A FIRM CUSHION, PAD. OR BACKING, OR NO CUSHION OR PAD, AND HAVE A LEVEL LOOP TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2 INCH. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE A TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH THE CHANGES IN LEVEL SECTION OF THE AMERICAN WITH DISABILITIES ACT (ADA). 10. GROUND R UND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS SHALL BE STABLE, FIRM, SHALL HAVE A SLIP RESISTANT FINISH AND SHALL COMPLY WITH GROUND AND FLOOR REARRANGEMENT RAN EMENT IN THE PLAN CONFIGURATION OF WALLS AND FULL -HEIGHT PARTITIONS. NORMAL MAINTENANCE, REROOFING, PAINTING OR WALLPAPERING, ASBESTOS REMOVAL, OR CHANGES TO MECHANICAL AND ELECTRICAL SYSTEMS ARE NOT ALTERATIONS UNLESS THEY AFFECT THE USABILITY OF THE BUILDING OR FACILITY. (2) IF EXISTING ELEMENTS, SPACES, OR COMMON AREAS ARE ALTERED, THEN EACH SUCH ALTERED ELEMENT, SPACE, OR AREA SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF APPENDIX A TO THIS PART. (C) TO THE MAXIMUM EXTENT FEASIBLE. THE PHRASE "TO THE MAXIMUM EXTENT FEASIBLE," AS USED IN THIS SECTION, APPLIES TO THE OCCASIONAL CASE WHERE THE NATURE OF AN EXISTING FACILITY MAKES IT VIRTUALLY IMPOSSIBLE TO COMPLY FULLY SURFACES' SECTION AND CHANGES IN LEVEL' SECTION OF THE 2001 FLORIDA BUILDING CODE {}� ASI r - L O O � FLAN U � E E RE � D NOTES O T E S wi rH APPLICABLE ACCESSIBILITY STAN DARDSTH ROUGH A PLANNED ALTERATION. IN THESE CIRCUMSTANCES, THE ALTERATION SHALL PROVIDE THE MAXIMUM PHYSICAL ACCESSIILITYANY ALTERED FTURES OF THE FACILITY THAT BE MADE � "t I °t ° ACCESSIBLE SHALL BIE MADE ACCESSIIBLE..IIF PROVIDING ACCESSIBILITY NCAN ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAY OF TRAVEL FROM THE EXIT INTO THE STREET SHALL BE CONTINUOUSLY MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY CONFORMANCE WITH THIS SECTION TO INDIVIDUALS WITH CERTAIN DISABILITIES (E.G., THOSE WHO USE WHEELCHAIRS) WOULD NOT BE FEASIBLE, THE FACILITY SHALL MADE ACCESSIBLE TO PERSONS WITH OTHER TYPES OF DISABILITIES (E.G., THOSEWHO USE CRUTCHES, THOSE WHO HAVE IMPAIRED VISION OR HEARING, OR THOSE WHO HAVE THE TENANT'S FURNITURE DEALERANSTALLER SHALL BE RESPONSIBLE FOR ON-SITE VERIFICATION OTHER IMPAIRMENTS). OF GOVERNING CONDITIONS AND DIMENSIONS TO ENSURE PROPER CLEARANCE FOR TENANTS GI5 FURNITURE/EQUIPMENT INSTALLATION SURFACES REQUIRED TO RENDER SUBSTRATES ACCEPTABLE CODE ANA `� A L Y 5 I- OR SHEATHING MEMBER. TABLE OF CONTENTS/ CANTILEVER INDEX TO DRAWINGS APPLICABLE CODES: GI& ALL SIGNAGE IS THE RESPONSIBILITY OF THE OWNER AND TENANT COL Gil FBG BUILDING 2011 6TH ED FBC EXISTING BUILDING 2011 6TH ED 10, WHEN WALLS, COLUMNS, OR OTHER SUPPORTING AND/OR COUNT SHEET NUMBER SHEET NAME X COUNT SHEET NUMBER SHEET NAME 7001 COVER OWNER. THIS 15 FOR UNFORESEEN ISSUES THAT MAT' ARISE DUE ANY STRUCTURAL SUPPORTS AND BRACING FOR THE ADJACENT FBG PLUMBING 2011 6TH ED FBC MECHANICAL 2011 6TH ED FBC FUEL GAS 2011 6TH ED NATIONAL ELECTRIC CODE 2011 FBC ENERGY CONSERVATION 2011 6TH ED FBG ACCESSIBILITY 2011 6TH ED NFPA 101 LIFE SAFETY CODE - 2015 NORMAL UNFOR55EN, HIDDEN CONDITION, ISSUES THAT THE A-0-02 ARCHITETCURAL 51TE PLAN DRAWINGS DO NOT SHOW, ANY UNUSED PORTION OF THE 5% SHALL 003 LIFE SAFETY PLAN CS J BE TURNED OVER TO THE OWNER. GC SHALL PROVIDE THE .BID ; A100FLooR PLN CONTRACTION JOINT / CONTROL JOINT PLACE AND WRITTEN DOCUMENTATION OF THE BID CONTINGENCY FUND TO 4200 WALL SECTION DOOR AND WINDOW SCHEDULE DEPT A400 5TD BLDG DETAILS 11. TERMINATE, CAP AND REMOVE ALL ABANDONED ELECTRICAL GIS A602 FBC-A CHAPTER 3 DETAILS CONDUIT, WIRING BOXES, SWITCHES, ETC. PLUMBING AND A&03 FBI --A CHAPTER 4 DETAIL5 PERFORM THE WORK SHOWN HEREIN. UNLICENSED ENTITIES II P P NG, FIXTURES, ETC. HVAC DUCTWORK, CONTROLS, DISTANCE SHALL SECURE THE APPROVAL OF ALL AGENCIES HAVING PIPING ETC. AS REQUIRED. DR DOJ 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN DWG DRAWING EA EACH -FLORIDA FIRE PREVENTION CODE 6TH ED EACH END EF EACH FACE EW NFPA 1, FIRE CODE FLORIDA 2015 EL ELEVATION EMB EMBEDMENT ENGR ENGINEER ES INSTALLATION OF PORTABLE FIRE EXTINGUISHERS NFPA 10, EXI5T EXISTING EXT — 2015 EDITION FIELD VERIFY FF FINISHED FLOOR FLR THIS IS A LEVEL 2 ALTERATION PER SEC 404 FBC-EB 2011 6THED F D FLOOR DRAIN FTG FOOTING: GA GAGE/GAUGE GALV TENANT TOTAL GROSS AREA - 3109 SF. G C GENERAL CONTRACTOR GLU-LAM GROUP E -DAYCARE OCCUPANCY ONE STORY TYPE II-BN"®O{IN SPRINKLED - NON-COMBSTIBLE `rSI I50L LEGEND D — ELEVATION NUMBER — SHEET NUMBER — SECTION NUMBER - — SHEET NUMBER GENERAL FERAL IDEI-10 I OTE5 I. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. SECURE REQUIRED DEMOLITION PERMITS. ARRANGE WITH OWNER ANP/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION OPERATIONS, COORDINATE A DEMOLITION 2. E LL DE OL ION O ATIONS WITH PER OWNER FOR SHUT DOWN PERIODS AND SEQUENCE OF WORK, PROTECT EXISTING HARDWARE AND DEVICES TO REMAIN. ASSURE CONTINUING FACILITY OPERATIONS. 3, SCHEDULES OF ITEMS TO BE SALVAGED ARE TO BE PROVIDED BY THE OWNER, LOCAL AUTHORITIES, OR UTILITIES. ALL ITEMS TO BE TURNED OVER TO THE OWNER, LOCAL AUTHORITIES, OR UTILITIES SHALL BE PROTECTED DURING DEMOLITION AND REMOVAL AND SHALL BE DELIVERED TO THE APPROPRIATE PARTY IN AN UNDAMAGED CONDITION. 4, REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR SALVAGE AND REUSE, OR THOSE TO BECOME PROPERTY OF THE OWNER, LOCAL AUTHORITIES, OR UTILITIES FROM THE SITE, AND DI_S1`05E OF IN ACCORDANCE WITH LOCAL REGULATIONS. 5. ALL ITEMS SCHEDULED TO BE SALVAGED FOR REUSE SHALL BE REMOVED WITH CARE, STORED AND PROTECTED FROM DAMAGE UNTIL SALVAGED ITEMS ARE INCORPORATED IN THE NEW WORK IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPLACE AND/OR RESTORE ANY ITEMS SCHEDULED FOR SALVAGE AND REUSE THAT ARE DAMAGED DURING THE COURSE OF CONTRACT OPERATIONS. THE OWNER SHALL BE THE SOLE JUDGE OF SUITABILITY OF THESE SALVAGED ITEMS FOR REUSE IN THE WORK. o. REUSE OF SALVAGED MATERIALS, NOT SPECIFICALLY SCHEDULED, WILL BE AT THE SOLE DISCRETION OF THE OWNER. IN NO CASE SHALL SALVAGED MATERIALS BE INCORPORATED IN THE WORK THAT DO NOT MEET MINIMUM REQUIREMENTS OF STATE AND LOCAL CODES AND REGULATIONS. 1. IT 15 NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN DEMOLITION WORK MECHANICAL, ELECTRICAL, AND OTHER WORK RELATED TO A WALL, OR AREA SCHEDULED FOR DEMOLITION AND REMOVAL, SHALL BE PERFORMED WHETHER 50 NOTED OR NOT, WHERE EXISTING WALL SUBSTRATES ARE TO BE REMOVED, ALL RELATED MECHANICAL, ELECTRICAL, ALARM, PHONE, P.O.S., SECURITY, CONTROLS, EXIT SIGNS, OUTLETS, ETC. SHALL BE PROTECTED AND WHERE REQUIRED, BE REMOVED AND RE -INSTALLED TO FIT FLUSH WITH NEW WALL FINISH. WHERE EXISTING MECHANICAL, ELECTRICAL OR PLUMBING ITEMS ARE RUN EXPOSED ON WALL SURFACE, CONTRACTOR SHALL OPEN WALL CAVITY AS REQUIRED TO CONCEAL THE ITEMS. G;ENE \4L NOTES GI THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THAT WORK PROVIDED BY SUBCONTRACTORS. G2 ANY SURVEY PROVIDED WITH THESE DOCUMENTS IS NOT PART OF THE CONTRACT DOCUMENTS AND IS INTENDED ONLY FOR INFORMATIONAL PURP05E5 ONLY, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL ACCEPT ANY AND ALL PREMISES AS FOUND. THE OWNER ASSUMES NO RESPONSIBILITY FOR CONDITIONS OF THE EXISTING SITE AND OR STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. NO COMPENSATION WILL BE MADE FOR DIFFERING CONDITIONS FROM THE SURVEYS TO THE ACTUAL FIELD CONDITIONS. G3 ANY DISCREPANCY OR NON -COORDINATION BETWEEN ANY PART OF THE CONTRACT DOCUMENTS IS UNINTENTIONAL. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE IF HE SO BELIEVES THAT SUCH A 5ITUATION EXISTS. G4 ANY ERRORS, INCONSISTENCIES, OR OMI55ION5 THAT THE CONTRACTOR MAY UNCOVER MUST BE REPORTED TO THE ARCHITECT AT ONCE. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTION OF ANY WORK AFTER START OF WORK WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT. ARCHITECT SHALL APPROVE ALL METHODS OF CORRECTING ANY FAULTY OR ERRONEOUS WORK. G5 ALL DIMENSIONS ARE FROM FACE OF MASONRY, FACE OF STUD OR COLUMN CENTER LINES UNLE55 OTHERWISE NOTED. G6 DO NOT SCALE THE DRAWING=S. ITEMS NOT DIMENSIONED AND DIMENSIONAL INFORMATION REQUIRED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. Gl ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. G8 DO NOT OBSTRUCT STREET RIGHT OF WAYS, SIDEWALKS, ETC UNTIL ALL PERMITS REQUIRED FOR SAME ARE SECURED, G9 WORK SHALL NOT OBSTRUCT OR OTHERWISE CAUSE TO BE INOPERATIVE EXISTING _SITE OR ANY OTHER SITE'S FIRE PROTECTION SYSTEMS. GI0 ALL WORK SHALL BE PERFORMED TO THE HIGHEST INDUSTRY STANDARD FOR WORKMANSHIP. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS. ALL WORKS SHALL CONFORM THE APPROPRIATE WRITTEN NATIONAL TRADE PUBLICATIONS. GII THE CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY BASIS. g• DEMOLITION PLANS SHALL BE COORDINATED WITH 312 PROVIDE BACKING/BLOCKING AS REQUIRED FOR THE INSTALLATION DOOR NUMBER 0— AI5G OF ACCESSORIES, DETAIL NUMBER G13 INTERIOR FIN15H MATERIALS SHALL CONFORM TO THE LOCAL DETERMINED. OR SECTION 9. PATG H/REFINISH EPAI / A R R ALL SURFACES EXPOSED BY ANCHOR BOLTS CLASSIFICATIONS. REV15ION NUMBER G14 NO ASBESTOS MATERIALS SHALL BE ALLOWED ON IN THE WORK — DETAIL NUMBER BMG PREPARED TO RECEIVE NEW FINISHES SPECIFIED. WORK — SHEET NUMBER BLOCK — SECTION NUMBER - — SHEET NUMBER GENERAL FERAL IDEI-10 I OTE5 I. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. SECURE REQUIRED DEMOLITION PERMITS. ARRANGE WITH OWNER ANP/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION OPERATIONS, COORDINATE A DEMOLITION 2. E LL DE OL ION O ATIONS WITH PER OWNER FOR SHUT DOWN PERIODS AND SEQUENCE OF WORK, PROTECT EXISTING HARDWARE AND DEVICES TO REMAIN. ASSURE CONTINUING FACILITY OPERATIONS. 3, SCHEDULES OF ITEMS TO BE SALVAGED ARE TO BE PROVIDED BY THE OWNER, LOCAL AUTHORITIES, OR UTILITIES. ALL ITEMS TO BE TURNED OVER TO THE OWNER, LOCAL AUTHORITIES, OR UTILITIES SHALL BE PROTECTED DURING DEMOLITION AND REMOVAL AND SHALL BE DELIVERED TO THE APPROPRIATE PARTY IN AN UNDAMAGED CONDITION. 4, REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR SALVAGE AND REUSE, OR THOSE TO BECOME PROPERTY OF THE OWNER, LOCAL AUTHORITIES, OR UTILITIES FROM THE SITE, AND DI_S1`05E OF IN ACCORDANCE WITH LOCAL REGULATIONS. 5. ALL ITEMS SCHEDULED TO BE SALVAGED FOR REUSE SHALL BE REMOVED WITH CARE, STORED AND PROTECTED FROM DAMAGE UNTIL SALVAGED ITEMS ARE INCORPORATED IN THE NEW WORK IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPLACE AND/OR RESTORE ANY ITEMS SCHEDULED FOR SALVAGE AND REUSE THAT ARE DAMAGED DURING THE COURSE OF CONTRACT OPERATIONS. THE OWNER SHALL BE THE SOLE JUDGE OF SUITABILITY OF THESE SALVAGED ITEMS FOR REUSE IN THE WORK. o. REUSE OF SALVAGED MATERIALS, NOT SPECIFICALLY SCHEDULED, WILL BE AT THE SOLE DISCRETION OF THE OWNER. IN NO CASE SHALL SALVAGED MATERIALS BE INCORPORATED IN THE WORK THAT DO NOT MEET MINIMUM REQUIREMENTS OF STATE AND LOCAL CODES AND REGULATIONS. 1. IT 15 NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN DEMOLITION WORK MECHANICAL, ELECTRICAL, AND OTHER WORK RELATED TO A WALL, OR AREA SCHEDULED FOR DEMOLITION AND REMOVAL, SHALL BE PERFORMED WHETHER 50 NOTED OR NOT, WHERE EXISTING WALL SUBSTRATES ARE TO BE REMOVED, ALL RELATED MECHANICAL, ELECTRICAL, ALARM, PHONE, P.O.S., SECURITY, CONTROLS, EXIT SIGNS, OUTLETS, ETC. SHALL BE PROTECTED AND WHERE REQUIRED, BE REMOVED AND RE -INSTALLED TO FIT FLUSH WITH NEW WALL FINISH. WHERE EXISTING MECHANICAL, ELECTRICAL OR PLUMBING ITEMS ARE RUN EXPOSED ON WALL SURFACE, CONTRACTOR SHALL OPEN WALL CAVITY AS REQUIRED TO CONCEAL THE ITEMS. G;ENE \4L NOTES GI THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THAT WORK PROVIDED BY SUBCONTRACTORS. G2 ANY SURVEY PROVIDED WITH THESE DOCUMENTS IS NOT PART OF THE CONTRACT DOCUMENTS AND IS INTENDED ONLY FOR INFORMATIONAL PURP05E5 ONLY, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL ACCEPT ANY AND ALL PREMISES AS FOUND. THE OWNER ASSUMES NO RESPONSIBILITY FOR CONDITIONS OF THE EXISTING SITE AND OR STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. NO COMPENSATION WILL BE MADE FOR DIFFERING CONDITIONS FROM THE SURVEYS TO THE ACTUAL FIELD CONDITIONS. G3 ANY DISCREPANCY OR NON -COORDINATION BETWEEN ANY PART OF THE CONTRACT DOCUMENTS IS UNINTENTIONAL. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE IF HE SO BELIEVES THAT SUCH A 5ITUATION EXISTS. G4 ANY ERRORS, INCONSISTENCIES, OR OMI55ION5 THAT THE CONTRACTOR MAY UNCOVER MUST BE REPORTED TO THE ARCHITECT AT ONCE. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTION OF ANY WORK AFTER START OF WORK WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT. ARCHITECT SHALL APPROVE ALL METHODS OF CORRECTING ANY FAULTY OR ERRONEOUS WORK. G5 ALL DIMENSIONS ARE FROM FACE OF MASONRY, FACE OF STUD OR COLUMN CENTER LINES UNLE55 OTHERWISE NOTED. G6 DO NOT SCALE THE DRAWING=S. ITEMS NOT DIMENSIONED AND DIMENSIONAL INFORMATION REQUIRED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. Gl ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. G8 DO NOT OBSTRUCT STREET RIGHT OF WAYS, SIDEWALKS, ETC UNTIL ALL PERMITS REQUIRED FOR SAME ARE SECURED, G9 WORK SHALL NOT OBSTRUCT OR OTHERWISE CAUSE TO BE INOPERATIVE EXISTING _SITE OR ANY OTHER SITE'S FIRE PROTECTION SYSTEMS. GI0 ALL WORK SHALL BE PERFORMED TO THE HIGHEST INDUSTRY STANDARD FOR WORKMANSHIP. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS. ALL WORKS SHALL CONFORM THE APPROPRIATE WRITTEN NATIONAL TRADE PUBLICATIONS. GII THE CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY BASIS. g• DEMOLITION PLANS SHALL BE COORDINATED WITH 312 PROVIDE BACKING/BLOCKING AS REQUIRED FOR THE INSTALLATION DRAWINGS FOR NEW CONSTRUCTION 50 THAT THE EXACT AI5G OF ACCESSORIES, BOUNDARIES OF SPECIFIC DEMOLITION MAY BE G13 INTERIOR FIN15H MATERIALS SHALL CONFORM TO THE LOCAL DETERMINED. AWS BUILDING CODE/ORDINANCE5 FOR MINIMUM FLAME SPREAD 9. PATG H/REFINISH EPAI / A R R ALL SURFACES EXPOSED BY ANCHOR BOLTS CLASSIFICATIONS. DEMOLITION WORK TO MATCH AND ALIGN WITH EX15TING G14 NO ASBESTOS MATERIALS SHALL BE ALLOWED ON IN THE WORK ADJACENT SURFACES SCHEDULED TO REMAIN, AND BMG PREPARED TO RECEIVE NEW FINISHES SPECIFIED. WORK BILK BLOCK SHALL INCLUDE ALL LABOR AND MATERIALS ON ALL GI5 NO STAPLES SHALL BE UTILIZED IN FASTENING ANY FRAMING SURFACES REQUIRED TO RENDER SUBSTRATES ACCEPTABLE BTJ OR SHEATHING MEMBER. TO RECEIVE NEW FINISHES SPEGFIED IN ACCORDANCE CANTILEVER CL WITH MANUFACTURER'5 WRITTEN RECOMMENDATIONS. GI& ALL SIGNAGE IS THE RESPONSIBILITY OF THE OWNER AND TENANT COL Gil THE GC BIDDERS) SHALL PROVIDE A "5q OF TOTAL CONSTRUCTION 10, WHEN WALLS, COLUMNS, OR OTHER SUPPORTING AND/OR CB COST BID ARCHITECT CONTINGENCY FUND" IN HIS BID TO THE BRACING ELEMENTS ARE SCHEDULED FOR DEMOLITION, CONCRETE COLUMN OWNER. THIS 15 FOR UNFORESEEN ISSUES THAT MAT' ARISE DUE ANY STRUCTURAL SUPPORTS AND BRACING FOR THE ADJACENT CONT NORMAL UNFOR55EN, HIDDEN CONDITION, ISSUES THAT THE CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED CONNECTION DRAWINGS DO NOT SHOW, ANY UNUSED PORTION OF THE 5% SHALL UNTIL THE PERMANENT SUPPORTING STRUCTURES ARE IN CS J BE TURNED OVER TO THE OWNER. GC SHALL PROVIDE THE .BID ; AND ABLE TO SUPPORT IMPOSED LOADS. CONTRACTION JOINT / CONTROL JOINT PLACE AND WRITTEN DOCUMENTATION OF THE BID CONTINGENCY FUND TO DEPT THE ARCHITECT AT TIME OF BID. 11. TERMINATE, CAP AND REMOVE ALL ABANDONED ELECTRICAL GIS ONLY LICENSED CONTRACTORS AND SUBCONTRACTORS SHALL CONDUIT, WIRING BOXES, SWITCHES, ETC. PLUMBING AND DIM PERFORM THE WORK SHOWN HEREIN. UNLICENSED ENTITIES II P P NG, FIXTURES, ETC. HVAC DUCTWORK, CONTROLS, DISTANCE SHALL SECURE THE APPROVAL OF ALL AGENCIES HAVING PIPING ETC. AS REQUIRED. DR JURISDICTION BEFORE PERFORMING ANY CONSTRUCTION WORK ALL INFCRMATION CONTAINED WITHIN THE DRAWINGS 15 SJ BJEGT TO CHANGES PRIOR TO ISSUE OF ALL LEGAL LY REQUIRED FERMI75 AND A "CERTIFICATE OF ISSUE FGR CO115TRUCTION" BY THE ARCHITECT, DE`1ELOFER / OWNER SPECIFICALLY ACKNOWLEDGES THAT HE SHALL CONFIRM AND BE AWARE OF WHICH GOVERP:MENT AGENCIES HAVE JURISDICTION OVER THIS FROJECT AND SHALL 5ECURE ANY ALL PER11I75 FROM ANY AND ALL AGENCIES CLAIMING JURISDICTION, THEARCHITECT 5HALL NOT BE RE5FON5IBL-E GR LIABLE DUE TO ERRORS OR 11155101,15 ON DRAUING5 THAT HAVE NOT BEEN AFFROVED BY ALL GovERNMENT AGENCIE5 HAVING JURIerNCTION OVER PROJECT. TRE ARCHITECT 5HALL NOT BE RESPONSIBLE OR LIABLE FOR ANY UIORG FER°ORMED BY UNLICENSED ENTITIES. THEARCHITECT SHALL NOT BE RE5FON5IBLE OR LIABLE FOR DETERMINATION OF WHICH GOVERNMENT AGENCIES HAVE JURISDICTION OVER TH15 FROJECT. ,:; ER5 REP AND OR GC SHALL PROVIDE ARCHITECT WITH ALL REVIEW COhIMENT5 AND OR TRACKING INFORMATION IN ORDER TO ADDRESS ALLC; IENTS THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE DUE TO -ERRORS OR OMISSIONS ON THESE DRAWING5 THAT ARE CAUSED oR OCCUR PRIOR TO ISSUANCE OF ALL REOUIREDD FER1I75. DO NOT ORDER MATERIALS FRICR TO ISSUE OF ALL REQUIRED FERMITS X INITAL ISSUE 3-5-2018 29213 I d3 G+rTL` t A/1 A TrA�� t 6Yil12018, :1xHV YAl � VICINITYMAP Scale: DO NOT SCALE ABVIN ALT ALTERNATE/ALTERNATIVE ACI AMERICAN CONCRETE INSTITUTE AI5G AMERICAN INSTITUTE OF STEEL CONSTRUCTION A151 AMERICAN IRON AND STEEL INSTITUTE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY AB ANCHOR BOLTS ARCH ARCHITECTURE/ARCHITECTURAL BP BASE PLATE/BEARING PLATE N BMG SEAMING BILK BLOCK DG BBUILDINMC�`OF BTJ BOLTED TIE JOIST CANT CANTILEVER CL CENTERLINE CLR CLEAR/CLEARANCE COL COLUMN GONG CONCRETE CB CONCRETE BEAM CG CONCRETE COLUMN CMU CONCRETE MASONRY UNIT CONT CONTINUOUS CONNX CONNECTION CONST CONSTRUCTION CS J CONSTRUCTION JOINT C J CONTRACTION JOINT / CONTROL JOINT DET DEPT DEPAIRTMENT PFT DRY FILM THICKNESS DIA DIAMETER DIM DIMENSION DIST DISTANCE DN DOWN DR DRAIN DWG DRAWING EA EACH EE EACH END EF EACH FACE EW EACH WAY EL ELEVATION EMB EMBEDMENT ENGR ENGINEER ES EACH SIDE EXI5T EXISTING EXT EXTERIOR F V FIELD VERIFY FF FINISHED FLOOR FLR FLOOR F D FLOOR DRAIN FTG FOOTING: GA GAGE/GAUGE GALV GALVANIZED G C GENERAL CONTRACTOR GLU-LAM GLUE LAMINATED G.N. GENERAL NOTES H.A.S. HEADED ANCHOR STUDSHT W A HORIZ HORIZONTAL INT INTERIOR ER R JT JOINT JST JOIST LGTH LENGTH LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MANUF MANUFACTURE/MANUFACTURER M B MASONRY BEAM MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MIN MINIMUM MI5C MISCELLANEOUS MO MASONRY OPENING MTL METAL N I G NOT IN CONTRACT NOM NOMINAL N T S NOT TO SCALE N W T NORMAL G A WEIGH HE TOPPING O C ON CENTER OPNG OPENING OFF OPPOSITE PL PLATE PLY PLYWOOD P S F POUNDS PER SQUARE FOOT P 5 1 POUNDS PER SQUARE INCH P G PRECAST CONCRETE PRE -ENG PRE-ENGINEERED PREFAB PREFABRICATED PROJ PROJECTION PT PRESSURE TREATED PIU PANEL WIDTH REF REFERENCE REINF REINFORCING R C P REINFORCED CONCRETE PIPE READ REQUIRED RW RETAINING WALL R D ROOF DRAIN 5CHED SCHEDULE SIM SIMILAR SPC SPACE/SPACES SPECS SPECIFICATIONS 5Q SQUARE 6A 55 STUD ANCHOR City of Sanford / STAINLE55 STEEL Oil and Gr ra9/ STD STANDARD Initials & Dale STL STEEL 5TRUC STRUCTURAL SYM SYMMETRICAL 5F STEPPED FOOTING THK THICK THD THREAD/THREADED T5 TIE BEAM T 4 B TOP AND BOTTOM T 4 G TONGUE AND GROOVE OFFICE T.O.G. TOP OF CONCRETE T.O,PL. TOP OF. PLATE T.O.S. • TOP OF STEEL TYP ® TYPICAL T5 i U N TUBE STEEL Cti� O UNLESS NOTED OTHERWISE VERT • VERTICAL VOL VOLUME WF • WALL FOOTING WP WATERPROOF W W F WELDED WIRE FABRIC WH • WEEP HOLE WT 0 WE IGHT W F WIDE FLANGE W/ • WITH PERMIT# UJ / O WITHOUT ------ — �_ WD WOOD W P WORKING POINT U N <0 N 0 Q, F; � W 44 w o� b�N 2M °j 5qe �w F � o I w o Q Q ANTHONY E. EWEN AB0009781 0 0 N C111)W � ILI z O co Q Q N Q J a W ® LM cc 0 a LL z UJ ®0 Z N (� W Q WN W W ?: W 13 CC ® 0 V cc ®J LL W W Q I J 0IX� � �00 M " L,1. W q® z N zz 464 0 —1 N (! 0 REVISIONS 0 0 PROJ N0.:I5-024 DATE: 9-5 1,5 THESE VIAWINGS'ARE COPY- RIGHTED BY EDESIGN MANAGEMENT, LLC. 2010 THIS COPYRIGHT ANO OTHER RIGHTS RESTRICTS THE USE OF THESE DOCUMENTS TO THE ORIGWAL SITE OR PURPOSE FOR )THIGH THEY WERE PREPARED. REPRODUCTIONS, CHANGES, OR ASSIGNMENTS ARE STRICTLY DRAWN: AE CIIECK: AE F:\Dropbox\_2018 Projects\2018-024\2018-024 A001.dwg, A001 COVER, 9/5/2018 10:52:22 AM, DWG To PDF.pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1, COPYRIGHT 2018 BY EDESIGN MANAGEMENT I I (: ISSI IF FnR PFRMI-r Arvin Rin BUS STOP AREA A= 03'26'41 R = 5679.65' / L = 341.48' / / / / o / / N A= 01'28' 18" R = 3024.79' L = 77.69' FA 4� / CM r' I { EXISTING 100 88 PROPOSED LIGHT POLE (TYP.) Ig EXIST. LANDSCAPE AREA yo YO — — DE 7z/-7/z7--- w m I 11 SR 417 1 ®® GREENwAY f EXISTING STORM INLET (TYP.) EXISTING LIGHT POLE (TYP.) t� � I I I I EXISTING I ---� I SHOPPING PLAZA I II I I, I �I s STATE STREET (ONORO STREET) - 66' R/W TH15 ARCHITECTURAL SITE PLAN 15 NEITHER A SURVEY LANDSCAPE, NOR AN ENGINEERED 81TE FLAN W I E S 0' 50' 100' SCALE: 1" = 50' NEW FENCE AREA AREA OF LEA5E 5FACE EXISTING POWER POLE (TYP.) U N � O W hyo b3 7M N .G ww�� MOI V 121 ti WOV �O BOO® CQ W �dti0. to w0. r . I ANTHONY H. SWEN AR000978 N W U) N Q J d cc LL V� 0® �® N �W LU mw w>_ m® aJ ®MCC J O O LL Q 0) Q J N CO) REVISIONS A W z LU cc /Q VJ LU z w 0 v W w ul O 0 PROJ NO.:I0-024 DATE: 9-5-18 THESN DRAUNCS ARE COPY- RIGHTED BY EDNSIGN HANACEA(NNT, LLC, 2018 THIS COPYRIGHT AND OTHER RIGHTS RESTRICTS THE USE OF THESE DOCUHENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THNY HERE PREPARED. REPRODUCTIONS, CHANCES, OR ASSIGNMENTS ARE STRICTLY PROHIBITED. DRAWN: AE CHECK. • AE F:\Dropbox\_2018 Projects\2018-024\2018-024 A001.dwg, A002 SITE PLAN, 9/5/2018 10:53:04 AM, DWG To PDF.pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1, COPYRIGHT 2018 BY EDESIGN MANAGEMENT LLC, ISSUE FOR PERMIT AND BID ALL CODES LISTED ARE A PART OF THE DOCUMENTATION REQUIREMENTS OF TH15 PROJECT. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, ALL CODE SECTIONS ANP REQUIREMENTS TAKE PREFERENCE OVER ANY DOCUMENTATION CONTAINED IN THE DRAWINGS. ANY DISCREPANCY THE GC MAY FIND ON THE DRAWINGS TO THE CODE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTS AND ENGINEERS AT ONCE. THE GENERAL CONTRACTOR PERFORMING THE WORK ACKNOWLEDGES THAT HE IS IN POSSESSION OF THE CODES, HAS FAMILIARIZED HIMSELF WITH THE APPLICABLE SECTIONS AND SHALL CONSTRUCT TO PROJECT IN COMPLIANCE WITH THE CODES AND THE DRAWING5- TH15 REQUIREMENT IS NOT MEANT TO REQUIRE THE GC TO DESIGN ANY ELEMENT OR CONFIGURATION OF THE WORK, SUCH AS 51ZING BEAMS AND COLUMNS, REINFORCING, ETC, BUT RATHER TO COMPLY WITH THE DIMENSIONAL AND OTHER RESTRAINTS OF INDIVIDUAL ELEMENTS INDICATED IN THE CODES, FIRE RESISTANCE RATING REQUIREMENTS FOR BLDG ELEMENTS BLDG TYPE: II -B C ---CABINET FBC-B- 2011 T602 IOIb 4-A:W-B:C FIRE EXTINGUISHER H=NOOK BLDG ELEMENT REQUIRED PROVIDED PRIMARY STRUCTURAL FRAME 0 0 BEARING WALLS LIGHTED EXIT SIGN (LEE) OR SIMILAR) WITH EXTERIOR 0 0 INTERIOR 0 0 NON BEARING WALLS/PARTITONNS SMOKE / HEAT DETECTOR EXTERIOR RS 0TO5 1 1 5TO10 1 1 10 TO 20 0 0 20 TO 30 0 0 MORE THAN 30 0 0 NON BEARING WALLS INTERIOR 0 0 FLOOR 4 SECONDARY MEMBERS 0 0 ROOF 4 SECONDARY MEMBERS 0 0 FBC-B 2011 SECTION 506.4 5EPERATION FBC-B 2011 SECTION 108 FIRE PARTITIONS 108.1. WALL SEPARATING INDIVIDUAL TENANTS: > FBC-B 2011 SECTION 111 HORIZONTAL ASSEMBLIES AS REQUIRED BY THE BUILDING TYPE OF CONSTRUCTION FBC-B 2011 SECTION 118 CONCEALED SPACES '. 118.4 DRAFT -STOPPING IN ATTICS FOR OCCUPANCIES OTHER THAN RI,R2 a0 THE ARCHITECT SHALL NOT BE RE$PON5I51-d FOR ANY ITEM INSTALLED NOT IN NOTE CONFORMANCE WITH SAID CODES OR THE 0 SIGNED SEALED DIRECTIVES OR DRAWINGS. THE DRAWINGS MUST BEAR THE APPROVAL STAMP OF THE AGENCY HAVING JURISDICTION (BUILDING DEPT). MINOR CLARIFICATION LETTERS THAT E55ENTIALLY DO NOT CHANGE THE DESIGN BUT MERELY CLARIFY IT, DO NEED THE APPROVAL STAMP OF THE AHJ ANY ITEM THAT 15 NOT DIMENSIONED, OR LOCATED, EITHER HORIZONTALLY OR VERTICALLY,SHALL NOT BE INSTALLED NA UNTIL SUCH TIME THE ARCHITECT PROVIDES A WRITTEN DIRECTIVE. .n NA 14ORZ AREA SHALL NOT EXCEED 3000 5F SHOP DRAWINGS ARE REQUIRED ON ALL ITEMS, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE ALARM, FIRE SUPPRESSION ETC. THE ARCHITECT A55UME6 NO LIABILITY FOR ANY ITEM UNLESS A SHOP DRAWING REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR HAS BEEN SUBMITTED TO THE ARCHITECT, CORRECTIONS OR COMMENTS MADE ON EQUIPMENT SPECS OR SHOP DRAWINGS DURING THE REVIEW DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE REVIEW CHECK BY THE ARCHITECT 15 ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN ON THE CONTACT DOCUMENTS. THE CONTRACTOR 15 RESPONSIBLE FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS± SELECTING FABRICATION PROCESS AND TECHNIQUES OF CON5TRUCTIONi COORDINATING HIS WOW WITH THAT OF ALL OTHER TRADES AND PERFORMING THE WORK IN A SAFE AND SATISFACTORILY MANNER ANY STRUCTURAL OR ARCHITECTURAL ITEM THAT 15 NOT DIMENSIONED ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION IN A WRITTEN RFI. I DEVICE LEGEND 5-O 51b 4-A:40-B:C FIRE EXTINGUISHER H=HOOK C ---CABINET 10 -FE IOIb 4-A:W-B:C FIRE EXTINGUISHER H=NOOK C -CABINET ® ® LIGHTED EXIT SIGN - LED OR EQUAL BUILDING HEIGHT: 4r LIGHTED EXIT SIGN (LEE) OR SIMILAR) WITH 1 < 2 MAX PER T504.4 1 �8-BUSINEDb- EMERGENCY LIGHTS TWIN NEAP EMERGENCY LIGHT N NEW 2 x2 BODINE EMERGENCY ❑ O O SMOKE / HEAT DETECTOR 37098F RS FIRE ALARM PULL STATION EXISTING 2 x4 BODINE EMERGENCY HS FIRE ALARM HORN STROBE '-" - - - - - -" PATH OF TRAVEL -^ - - — - - - COMMON PATH OF TRAVEL i LIFE SAFETY PLAN PLAN NORTH 1 Scale 3/16"=1'-l)" RI III niNn, IKIPnPhAATI(1N OCCUPANCY: GroupB-BUISNESS� CONSTRUCTION TYPE:y e II -B MASONRY EXTERIOR WALLS ONCRETE FLOOR STRUCTURE, STEEL TRUSSE FIRE ALARM REQ/PROV: YESIYES FIRE SPRINKLERS REQ/PRV NO/NO BUILDING HEIGHT: 21' <40 FEET MAX ON T504.3 NUMBER OF STORIES: LEVEL OF THE PROJECT: 1 < 2 MAX PER T504.4 1 Al I OWART G AREA OCCUPANCY CONSTRUCTION ALLOWABLE TYPE REA PER FL /O & W/ INCR' BUILT AREA (GROSS AREA) B I II -B NS S 23000� 3709 SF (TENANT ARE B BUISNESS 3709 SF 100 NET Iau AN TENANT FI ()(1R APr- AS nrruvANr.YPiiaongPPAI 0i,o 7-1 OCCUPANCY AREA (NET) AREA/OCCUPANT (#/NSF) OCCUPANT LOAD B BUISNESS 3709 SF 100 NET Iau AN MAX COMMOM PATH OF TRAVEL 100' FBC 33'-3" LOAD REQUIRED PROVIDED A �8-BUSINEDb- 38 DOORS: 38X0.2=7.6""'=36"MIN 172" -AOT MIN. CLEAR OPENING OF Exi r DOORS: 32' S 35" TO rAL TENANT AREA 37098F NUMRFR nF FXITS RF(ll IIRGfI W OCCUPANCY OCCUPAN r NUMBER OF EXITS # OF EXITS LOAD REQUIRED PROVIDED EGRESS CAPACITY TABULATION MEASUREMENT OF MEANS OF EGRESS EGRESS 74'.3 OCCUPANCY OCCUPANT EGRESS WIDTH WIDTH MAX COMMOM PATH OF TRAVEL 100' FBC 33'-3" LOAD REQUIRED PROVIDED A �8-BUSINEDb- 38 DOORS: 38X0.2=7.6""'=36"MIN 172" -AOT MIN. CLEAR OPENING OF Exi r DOORS: 32' S 35" NUMRFR nF FXITS RF(ll IIRGfI W OCCUPANCY OCCUPAN r NUMBER OF EXITS # OF EXITS LOAD REQUIRED PROVIDED B -BUSINESS 38 2 2 MEASUREMENT OF MEANS OF EGRESS MAX ALLOWABLE TRAVEL DISTANCE: 200' FBC 74'.3 MAX DEAD END CORRIDOR LENGTH: 20' FBC 32.(Y" EX STING TORE MAX COMMOM PATH OF TRAVEL 100' FBC 33'-3" MIN. AISLE WIDTH: MIN. CLEAR OPENING OF Exi r DOORS: 32' S 35" MAINTAIN 44" CLEAR EGRESS AISLE WIDTH AT ALL AREAS OF EGRESS PATHS LEADING TO EXITS FLAME SPREAD NOTES & STEEL DECK ERIFIED) NUN I. ALL WALL AND CEILING FINISH MATERIALS INCLUDING VINYL AND RUBBER BASE, SHALL BE CLA06FIED IN ACCORDANCE WITH ASTM E-84 AND %HALL COMPLY WITH CLASS B INTERIOR FINI6H WITH FLAME SPREAD 26-15 AND SMOKE DEVELOPED 0-450. 2ALL EXTERIOR DOORS AND FRAME$ SHALL CU (PLY WITH CLASS A INTERIOR FINISH WITH FLAME SPREAD 0.25 AND SMOKE DEVELOPED 0-450. 3.FLOORING MATERIALS SHALL HAVE A MINIMIM OF CLASS II INTERIOR FLOOR FINISH RATING AS CLA661FIED IN ACCORDANCE WITH NFPA 253. NOTES: 1.PROVIDE FIRIE EXTINGUISHER HAVING A MIK RATING OF 101b 4 -A:80 -5:C FOR EVERY 3,000 SFt ALL EXTINGUISHERS SHALL BE CONWICUOU61-Y LOCATED AND READILY ACCESSIBLE. 2.THE TOP OF THE EXTINGUISHER SHALL NOT EXCEED 60' AFF.t WHILE THE BOTTOM OF THE EXTINGUISHER SHALL BE MOUNTED AT 4" MIN, AFF. 3.TRAVEL DISTANCE TO ANY EXTINGUISHER &HALL NOT EXCEEP 15', ,,ALL REQUIREP EXIT& WAY OF APPROACH THEWTOt AND WAY GF TRAVEL FROM THE EXIT INTO THE STREET SHALL BE CONTINJOL&Y MAINTAINED FREE FROM ALL 0156TRUCTION6 AND IMPEDIMENTS FOR UJQBSTRUCTED EGW66 IN THE CASE OF FIRE OR OTHER EMERGENCY. I AN7•HONY a. OMEN 0 N 4�1 Q N Q J IL In cc 0 LL Q/� 0 00 N CO W W WW > O Q Q a0 a Z LL I" 04 Lu ® m m J O O Q ZjLL Z W QOa U. CIA J REVISIONS 010 -II -IS OWNER REV I PROJ NO":IS-024 DATE: 9-5-18 masa mtIMM mea COPY - DRAWN. AE CHECK.' AE OP I i C:1Users\Tony HP Laptop\Dropbox\ 2018 Projects\2018-0242018-024 A100.dwg, A003 LIFE SAFETY, 10/11/2018 7:10:26 AM, DWG To PDF.pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMI 'I i 1II •i. L - i I - •f t f t' •i i C:\Users\Tony HP Laptop\Dropbox\ 2018 Projects\2018-024\2018-024 A100.dwg, A100 FLOOR PLAN, 10/11/2018 7:17:38 AM, DWG To PDF.pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMI F:\Dropboxk-2018 Projects12018-02412018-024 A100.dwg, A200 WALL SECT SCHED, 9/5/2018 10:48:2MAM, DWG To PDF.oc3. ARCH full bleed D 136 00 x 94 no lnrhecl 1,1 r.nPvRiruT 9nIu Rv GnFcirni fAAnlA!] ftArKlT I I r 0— — —mft T � I E=AL ," MIN. FRC[ -1 v EDGE OF SLAB H �� I" i ti ATTACH TRACK TO SLAB — �3" MIN, + 4 USING: C2)0,1�5"� HILTI X -DNI SPGAING w/1 -I/2" MIN. EME3ED. (2)9"x2"xlo GA. GLIP ANGLES, vv LOCATED AS SHOWN AEOVE. CRIPPLE STUDS ONE TOP 3 BOTTOM OF HEADER. \ 1/2" LESS THAN STUD WIDTH, \ TOP VIEW USE: (3)10-I/a SCREWS ON ATTACH EACH TRACK \ EACH LEG AS SHOWN ABOVE, TO STUD USINC,: �— (2i=10-I� SCRELUS �� --LEXIST STEEL (DEG a 16 "0�. ` `/ ,. RUNNER TRACK 3/I4a" SELF TAFFEF, EYE H00i<5 \ � CONCRETE SLAB / � (1;7Io-16 SCRELU PgG�Y•F�09x (B'r' OTHERS) EACH FLANGE. �— (I)4110-1(0 SCREW TYP. EACH FLANGE r (� FULL HEIGHT JAMBS STUDS, -07 SEE ELEVATION FOR MEMBER 12 GA LOIRE 4'-0" Or --;—=W MAX SIZE $ QUANTITY. `\\ CU UNPUNCHED STUD,ANT1/O,VY E. EIVEN AR0009781 �— I�--� GAPPED ATI TFOR AC,L DET IL �4_,,� N f"'rEA1•.�E1��� SEE ELEVATION FOR ~� STL�I� TO T R�' n � c � Scale: DO NOT SCALE MEMBER SIZES. Scalp: DO NOT SCALE Scalp: 3/4"=1'-0" �1/2II MINTWO W X10 X SCREW EACH SID "T" BAR MAIN BE41`1 EQUAL. _ ,lox lI,„ I \ /z SCREWS 2'-0"�`i ij2'. prA. o o OC MAX F — nC-� / x \ '4 FRT 'LX6 OR FRT 2X8 W 4- 1/4" X 1 1/2" SCREWS AND / \\ \ WITH 4"H X 20 FRAMING CLIP VJ/ 4 #10 X 3" SCREW EACH SIDES TO METAL STUDS VATERE REODURED AS SHOWN ON ' FRAME n DETAIL TO LEFT DOGR rR ME EEl'OND—WALL 2"x2"xl6 GA. GLIP ANGLE, DOOR-5EE PLAN 1/2" LESS THAN STUD LUIDTH, GRAB EAR secnoN TECaULAF ErJ QUARE EDC F / / USE: (3ix10-Io SCREWS ON N LAY -INP ANELS LA`T'-IN-F�ANEL5 � CARPET �/ + EACH LEG A5 SHOWN A80VE. w W RUBBER OR VINYL REDUCER 5TRIf \w SCREWS PER EQUIPMENT MANF SPECIFICATIONS JCi'HNSONIT'c GTA -K L -MOLDING-71 JAMB STUDS. EQUIPEMNf BRACKET WALL PLATE N L Q UJ/ SC2UARE ,,--'/CT ON GONG, SLAB \ SEE ELEVATIONS FOR N QUANTITY d MEMBER SIZES. o LA -T'- I N --- — \ – — — r HEAD TRACK. FRT 2X6 OR FRT 2X3 W 4- 1/4" X 1 i/2" SURE S ANU SEE ELEVATION FOR WITH 4"H X 20 FRAMING CLIP W/ 4 #10 X Y SCREW EACH WALL BOARD MEMBER SIZES. SIDES in TO METAL STUDS WHERE REODUREU AS SHOWN ON cc DETAIL TO LEFT ' WALL BOARD L- 1 CEILING -BILE 1-ANIG- EER l� CEILING TILE UJALI- MCLS REDUCER 5TRIP EDETAIL � I� �� To JAI-' AT E)C»IR D: =TAIL � 45 E34F 55 'SU1='{='ORT F�-,4C��T DO NOT SCALE C DO NOT SCALE Scalp: DO NOT SCALE Scalp: DO NOT SCAL E Scale: 3/4"=1'-D" I2 -GAUGE �/ Oct HANGER IJIFE—\ SCREWS AS REO'D. r F- L Lij W 0 wW � 0 3" TURNS 3" MAX., M L_ C CORNER , INITER EECfiION D'E"I AIL OED ED n in � STUD OR CLIP ANGL ES a -j O _ AS REO'D. FOR LL S RcWJ STUD CONNECTION - ® cc A9 REO'D. _ pCCoc Q r-- J00 �\ in '. LL- Z — z N Q A��rr-1 C(o3� TIE DET,411-- o - _ - _ J N 0 (n C, l DO NOT SCALE it r � ��.N�r� Ill r°����fifc�N [DETAIL FASTEN HERE WITH o 0 0\ Seale: 3/3"=1'-0" _ o 4 114X Ili," TAPPING REVISIONS SCREWS. 0 0 0 \� 2A N ANC -;EF 'LOIRE � AT 4'-0" OC EW 0 LAY -IN NOI I F OS '1 TEE FRT 2X6 OR FRT r ANEL T 2'-O" OC PROJ NO.:I?-024 RIGH' DR,IIV/NCS IRE G'0YYBy 9OLISIGIV- \, VERTICAL WALL TRIS TS ESTRIICiSYTHE USE of \ ,(� TI/ESE DOCC.ITENTS TO TRE STUDS AT 24" O.C. `C ORrcrVf4 SITE OR PURPOSE FOR /' IYlIlCII LEY IY£RE PREPARED. ♦;, REYRUDUGlCHANCES, UK ASSJUNMENFS AXE STRICTLY ISOMETRIC \�`\\ � \�°.�\� \�„�/ % DRAWN: AE WALL FINISH \ / � L'!!L'CA": AE RRELUD_ MAIN I3EAI"I —lo GA CLIP NOI"i. 4' CROSS TEE \ - GENERA_ NOTES:\--���,. CONTRACTOR SHALL PLAN 5aE ALTEF:NATE DETAIL ON COORDINATE LOCATIONS OF A404 A400 HORIZONTAL FASTENERS. PRELUDE MAIN BEAMS AT 4'-0" OC Ml -\X 0 SET 5FAC;<ET � E3L0C INC -a CEILINET ICSR)ID _ DO NOT SCALE I DO NOT SCALE F:\Dropbox\_2018 Projects\2018-024\2018-024 A400.dwg, A400 STD BLDG DTLS, 9/5/2018 10:53:31 AM, DWG To PDF.pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1, COPYRIGHT 2018 BY EDESIGN MANAGEMENT LLC. ISSUE FOR PERMIT ANn Rin ALL CONSTRUCTION SHALL COMPLY WITH CHAOTER 3 OF THE 2014 FBC - ACCESSIBILITY - BUILCJING BLOCKS 301 GENERAL 304.3 Size. Turning space shall comply with 304.3.1 or 304.32: 301.1 Scope. The provisions of Chapter 3 shall apply where required by Chapter 2 or where referenced 304.3.1 Circular Space. The turning space shall be a space of 60 inches (1525 mm) diameter minimum. by a requirement in this code. The space shall be permitted to include knee and toe clearance complying with 306. 302 FLOOR OR GROUND SURFACES 304.3.2 T -Shaped Space. The turning space shall be a T-shaped space within a 60 Inch (1525 mm) 302.1 General. Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with square minimum with arms and base 36 inches (915 mm) wide minimum. Each arm of the T shall be 302. clear or obstructions 12 inches (305 mm) minimum in each direction and the base shall be clear of obstructions 24 Inches (610 mm) minimum. The space shall be permitted to include knee and toe clearance complying with 306 only at the end of either the base or one arm. 302.2 Carpet. Carpet or carpet tile shall be securely attached and shall have a Firm cushion, pad, or backing or no cushion or pad.Carpet or carpet the shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be 1/2 inch 03 mm) maximum. Exposed edges of carpet shall be Fastened to Floor surfaces and shall have trim on the entire length of the exposed edge.Carpet edge trim shall comply with 303. % max FIGURE 302.2 CARPET PILE HEIGHT 302.3 Openings. Openings in floor or ground surfaces shall not allow passage or a sphere more than 1/2 inch (13 mm) diameter except as allowed in 401.4.3, 409.4.3, 410.4, 810.5.3 and 810.10. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel. daninant duecaan W ravel long dGnansonn S damirwnl dirttii( 13 FIGURE 3023 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES 303 CHANGES IN LEVEL 303.1 General. Where changes in level are permitted in floor or ground surfaces, they shall comply with 303, 303.2 Vertical.Changes in level of 1/4 Inch (6.4 mm) high maximum shall be permitted to be vertical. max 6A ''.. ti FIGURE 303,2 VERTICAL CHANGE IN LEVEL 303.3 Beveled. Changes in level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (13 mm) high maximum shall be beveled with a slope not steeper than 1:2. Advisory 3033 Beveled.A change in level of 1/2 inch (13 mm) is permitted to be 1/4 inch (6.4 mm) vertical plus 1/4 inch (6.4 mm) beveled. However, in no case may the combined change In level exceed 1/2 inch (13 mm). Changes in level exceeding 1/2 inch (13 mm) must comply with 405 (Ramps) or 406 (Curb Ramps). FIGURE 304.3.2 T -SHAPED TURNING SPACE 304.4 Door Swing. Doors shall be permitted to swing into turning spaces. 305 CLEAR FLOOR OR GROUND SPACE 305.1 General. Clear Floor or ground space shall comply with 305. 305.2 Floor or Ground Surfaces. Floor or ground surfaces of a clear floor or around space shall comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 305.3 Size. The clear Floor or ground space shall be 30 inches (160 mm) minimum by 48 inches (1220 mm) minimum. 48 min 1220 C J0 I E o y � I C) I J=am I ce) L__._�---.-J y FIGURE 305.3 CLEAR FLOOR OR GROUND SPACE 305.4 Knee and Toe clearance. Unless otherwise specified, clear Floor or ground space shall be permitted to include knee and toe clearance complying with 306. 305.5 Position, Unless otherwise speciFied, clear Floor or ground space shall be positioned for either Forward or parallel approach to an element. i E I t t 481rihi , -129) t�®�ytlstf . palatial FIGURE 305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE 305e, Approach. One full unobstructed side of the clear Floor or ground space shall adjoin an accessible route or adjoin another clear Floor or ground space. 305.1 Maneuvering Clearance. Mere a clear floor or ground space is located in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearance shall be provided in accordance with 305.1.1 and 305.1.2. 305.1.1 Forward Approach. Alcoves shall be 36 Inches (915 mm) wide minimum where the depth exceeds 24 inches (610 mm). A 6.4 !/Z 13 4 - `.. i 1 6:4 N oI I I � X i FIGURE 303.3 I j BEVELED CHANGE IN LEVEL #� �R 303.4 Ramps. Changes in level greater than 1/2 inch (13 mm) high shall be ramped, and shall comply with 405 or 406. 304 TURNING SPACE 304.1 General. Turning space shall comply with 304. 304.2 Floor or Ground Surfaces. Floor or ground surfaces of a turning space shall comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. Advisory 304.2 Floor or. Ground Surface Exception. As used in this section, the phrase "changes In level"refers to surfaces with slopes and to surfaces with abrupt rise exceeding that permitted in Section 303.3. Such changes in level are prohibited in required clear floor and ground spaces, turning spaces, and in similar spaces where people using wheelchairs and other mobility devices must park their mobility aids such as in wheelchair spaces, or manuver to use elements such as at doors, fixtures, and telephones. The exception permits slopes not steeper than 1:48. FIGURE 305.1.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH 305.1.2 Parallel Approach. Alcoves shall be 60 inches (1525 mm) wide minimum where the depth exceeds 15 inches (380 mm). to X , 60 min 1515 FIGURE 305.1.2 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH 306 KNEE AND TOE CLEARANCE 306.1 General. Where space beneath an element Is Included as part of clear floor or ground space or turning space, the space shall comply with 306. Additional space shall not be prohibited beneath an element but shall not be considered as part or the clear floor or ground space or turning space. 306.2 Toe Clearance. 306.2.1 General. Space under an element between the finish floor or ground and 9 inches (230 mm) above the finish floor or ground shall be considered toe clearance and shall comply with 306.2. 306.2.2 MaximumDepth.Tae clearance shall extend 25 inches (635 mm) maximum under anelement. 306.2.3 Minimum Required Depth. Where toe clearance Is required at an element as part of a clear floor space, the toe clearance shall extend 11 inches (430 mm) minimum under the element. 306.2.4 Additional Clearance.Space extending greater than 6 inches (150 mm) beyond the available knee clearance at 9 inches (230 mm) above the Finish floor or ground shall not be considered toe clearance. 306.2,5 Width. Toe clearance shall be 30 Inches (160 mm) wide minimum. (a} elevation r--------, E� O co 17-25 4JGa35 (b) plan FIGURE 306.2 TOE CLEARANCE 306.3 Knee Clearance. 306.3.1 General.Space under an element between 9 Inches (230 mm) and 21 inches (685 mm) above the finish floor or ground shall be considered knee clearance and shall comply with 306.3. 306.3.2 Maximum Depth. Knee clearance shall extend 25 inches (635 mm) maximum under an element at 9 Inches (230 mm) above the finish floor or ground. 306.3.3 Minimum Required Depth. Where knee clearance is required under an element as part or a clear floor space, the knee clearance shall be II Inches (280 mm) deep minimum at 9 Inches (230 mm) above the finish floor or ground, and 8 inches (205 mm) deep minimum at 21 Inches (685 mm) above the finish floor or ground. 306.3.4 Clearance Reduction. Between 9 inches (230 mm) and 21 inches (685 mm) above the finish Floor or ground, the knee clearance shall be permitted to reduce at a rate of I inch (25 mm) In depth for each 6 inches (150 mm) in helght. 306.3.5 Width. Knee clearance shall be 30 Inches (160 mm) wide minimum. ,los r -------- c IE 1 \ 9 min N 1 230 L----- -- �.. l 25 max 11 min 1 035 280 (a) (b) elevation plan FIGURE 306.3 KNEE CLEARANCE 301 PROTRUDING OBJECTS 301.1 General. Protruding objects shall comply with 301. 301.2 Protrusion Limits. Objects with leading edges more than 21 inches (685 mm) and not more than 80 Inches (2030 mm) above the finish floor or ground shall protrude 4 inches (100 mm) maximum horizontally into the circulation path. EXCEPTION: Handralls shall be permitted to protrude 41/2 Inches (115 mm) maximum. FIGURE 301.2 LIMITS OF PROTRUDING OBJECTS 3013 Post -Mounted Objects. Free-standing objects mounted on posts or pylons shall overhang circulation paths 12 Inches (305 mm) maximum when located 21 inches (685 mm) minimum and 80 Inches (2030 mm) maximum above the finish Floor or ground. Mere a sign or other obstruction is mounted between posts or pylons and the clear distance between the posts or pylons is greater than 12 inches (305 mm), the lowest edge of such sign or obstruction shall be 21 inches (685 mm) maximum or 80 inches (2030 mm) minimum above the finish floor or ground. EXCEPTION: The sloping portions of handrails serving stairs and ramps shall not be required to comply with 301.3. FIGURE 301.3 POST -MOUNTED PROTRUDING OBJECTS 301.4 Vertical Clearance. Vertical clearance shall be 80 inches (2030 mm) high minimum. Guardrails or other barriers shall be provided where the vertical clearance is less than 80 inches (2030 mm) high. The leading edge of such guardrail or barrier shall be located 21 Inches (685 mm) maximum above the finish floor or ground. EXCEPTION: Door closers and door stops shall be permitted to be 18 Inches (1980 mm) minimum above the finish floor or ground. f �� � tie •d FIGURE 301.4 VERTICAL CLEARANCE 301.5 Required Clear Width. Protruding objects shall not reduce the clear width required For accessible routes. i 308 REACH RANGES 308.1 General, Reach ranges shall comply with 308. 308.2 Forward Reach. 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high Forward reach shall be 48 Inches (1220 mm) maximum and the low Forward reach shall be 15 inches (380 mm) minimum above the finish floor or ground. FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH 308.2.2 Obstructed High Reach. Where a high forward reach Is over an obstruction, the clear Floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high Forward reach shall be 48 Inches (1220 mm) maximum where the reach depth Is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. 20 nuut� >2i}• max - •ss (A) @I FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH 308.3 Side Reach, 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the side reach Is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. EXCEPTIONS: I. An obstruction shall be permitted between the clear Floor or ground space and the element where the depth of the obstruction is 10 inches (255 mm) maximum, FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH 308.3.2 Obstructed High Reach, Mere a clear floor or ground space allows a parallel approach to an element and the high side reach ie over an obstruction, the height or the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth or 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1110 mm) maximum For a reach depth of 24 inches (610 mm) maximum. N FIGURE 308.3.2 055TRUCTED HIGH SIDE REACH 309 OPERABLE PARTS 309.1 General. Operable parts shall comply with 309. 309.2 Clear Floor Space. A clear Floor or ground space complying with 305 shall be provided. 3093Hei2ht.Operable parts shall be placed within one or more of the reach ranges specified In 308, 309.4 Operatlon.Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting or the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum. 104.1 DIMENSIONS. DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE. 104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES. ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC MINIMUM AND MAXIMUM END POINTS. WHERE THE REQUIREMENT STATES A SPECIFIED RANGE, THE RANGE PROVIDES AN ADEQUATE TOLERANCE AND THEREFORE NO TOLERANCE OUTSIDE OF THE RANGE AT EITHER END POINT IS PERMITTED. v Ncep CV ,n <O �C ;� CqN -1:3 Nht,N �N �wo?a I ti FCC OU �p ni000 q w xw� c t W P4 N Q, ori ANTHONY E. EWEN AR000978 'LL Q W ®® �® CV W WN �W W, 9 p� O® X �© J LL �Ja ®CCCC J00 LL Q � Q J N U) REVISIONS 0 O Q LL 0) Z a Q) J W CC W CL v _m U) W V Q m LL q' T- 0 O CV PRO✓ NO.:18-024 DATE: 9-5-18 THESE DRAWINGS ARE C'OPY- RIGHTE'D BY EDESIGN MANAGEMENT, LLC, 1010 THISCOPYRIGHT' AND OTHER RIGHT'S RESTRIC'T'S THE USE OF THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH JAY WE'RE' PREPARED, REPRODUCTIONS', CMAN'GES, OR ASSIGNMENTS ARE STRICTLY PROHIBITED. DRAWN: AE CHECK: AE M F:\Dropboxl_2018 Projects\2018-02412018-024 A502.dwg, A602 CPT3 FBCA, 9/5/2018 10:53:51 AM, DWG To PDF.pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1, COPYRIGHT 2018 BY EDESIGN MANAGEMENT LLC. ISSUE FOR PERMIT AND BID ALL CONSTRUCTION SHALL COMPLY WITH CHAPTER 4 OF THE 2014 FBC -ACCESSIBILITY -ACCESSIBLE ROUTES 402 ACCESSIBLE ROUTES 402.1 Generai. Accessible routes shall comply with 402. 402.2 Componente.Accessible routes shall consist of one or more of the following componente,:walking surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts, All components of an accessible route shall comply with the applicable requirements of Chapter 4 and 208.3.1. 403 WALKING SURFACE5 403.1 General. Walkfng surfaces that are a part of an accessible route shall comply with 403. 403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302. 403.3 Slope. The running slope of walking sur Faces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48. 403.4 Changes in Level. Changes in level shall comply with 303. 403.5 Clearances. Walking surfaces shall provide clearances complying with 403.5. EXCEPTION: Within employee work areas, clearances on common use circulation paths shall be permitted to be decreased by work area equipment provided that the decrease Is essential to the function of the work being performed. 403.5.1 Clear Width. Except as provided in 403.5.2 and 403.5.3, the clear width of walking surfaces shall be 36 inches (915 mm) minimum. EXCEPTION: The clear width shall be permitted to be reduced to 32 inches (815 mm) minimum For a length of 24 inches (610 mm) maximum provided that reduced width segments are separated by segments that are 48 Inches (1220 mm)long minimum and 36 inches (915 mmblde minimum. ewr 1 itP I' Fta = a `r FIGURE 403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 403.5.2 Clear Width at Turn. Where the accessible route makes a 180 degree turn around an element which is less than 48 Inches (1220 mm) wide, clear width shall be 42 inches (1065 mm) minimum approaching the turn, 48 inches (1220 mm) minimum at the turn and 42 inches (1065 mm) minimum leavfng the turn. EXCEF'TION:UJhere the clear width at the turn Is 60 Inches (1525 mm) minimum compliance with 403.5.2 shall not be required. f TYPE OF USE , r• L DOOR OR GATE SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (BEYOND LATCH SIDE UNLESS NOTED) FROM FRONT PULL 60 INCHES 18 INCHES FROM FRONT PUSH 48 INCHES 0 INCHES (1) FROM HINGE SIDE PULL 60 INCHES 36 INCHES FROM HINGE SIDE FGciR, tui.. tit 1*9 ¢vyisa Un 189 Ctignie eie PU5H 42 INCHES(2) 403.5.3 Passing Spaces.Anaccesslble route with a clear width less than 60 inches (1525 mm) shall provide passing spaces at Intervals of 200 feet (61 m) maximum. Passing spaces shall be either: a space 60 Inches 05,25 mm) minimum by 60 inches (1525 mm) minimum± or, an Intersection of two walking surfaces providing a T-shaped space complying with 304.3.2 where the base and arms of the T-shaped space extend 48 inches (1220 mm) minimum beyond the intersection. 404 DOORS, DOORWAYS, AND GATES 404.1 General. Doors, doorways, and gates that are part of an accessible route shall comply with 404. EXCEPTION:DOore,, doorways, and gates designed to be operated only by security personnel shall not be required to comply with 404.2.1, 404,2.8, 404.2.9, 404.3.2 and 404.3.4 through 404.3.1. 404.2 Manual Doors, Doorways, and Manual Gates. Manual doors and doorways and manual gates intended for user passage shall comply with 404.2. 404.2.1 Revolving Doors, Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. 404.2.2 Double -Leaf Doors and Gates. At least one of the active leaves of doorways with two leaves shall comply with 404.2.3 and 404.2.4. 404.2.3 Clear Width. Door openings shall provide a clear width or 32 inches (815 mm) minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clear opening of 36 inches (915 mm) minimum. There shall be no projections into the required clear opening width lower than 34 inches (865 mm) above the finish Floor or ground. Projections into the clear opening width between 34 inches (865 mm) and 80 inches (2030 mm) above the Finish floor or ground shall not exceed 4 inches (100 mm). EXCEPTIONS: 1. In alterations, a projection or 5/8 inch (16 mm) maximum into the required clear width shall be permitted for the latch side stop. 2. Door closers and door stops shall be permitted to be 18 inches (1980 mm) minimum above the finish floor or ground. 32 min 32 min 32 min 815 6,15 915 (a) (b) (C) hinged door sliding door folding door FIGURE 404.2.3 CLEAR WIDTH OF DOORWAYS 404.2.4 Maneuvering Clearances. Minimum maneuvering clearances at doors and gates shall comply with 4042.4. Maneuvering clearances shall extend the full width of the doorway and the required latch s(de or hinge side clearance. EXCEPT ION: Entry doors to hospital patient rooms shall not be required to provide the clearance beyond the latch side of the door. 404.2.4.1 Swinging Doors and Gates. Swinging doors and gates shall have maneuvering clearances complying with Table 404.2.4.1. TABLE 404.2.4.1 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATES MANEUVERING CLEARANCE AT MANUAL SIDING DOORS AND GATES TYPE OF USE MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION DOOR OR GATE SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (BEYOND LATCH SIDE UNLESS NOTED) FROM FRONT PULL 60 INCHES 18 INCHES FROM FRONT PUSH 48 INCHES 0 INCHES (1) FROM HINGE SIDE PULL 60 INCHES 36 INCHES FROM HINGE SIDE PULL 54 INCHE5 42 INCHES FROM HINGE SIDE PU5H 42 INCHES(2) 22 INCHES(3) FROM LATCH SIDE PULL 48 INCHES(4) 24 INCHES FROM LATCH SIDE PU5H 42 INCHES(4) 24 INCHE5 I. Add 12 inches (305 mm) if closer and latch are provided. 2. Add e, inches (150 mm) iF closer and latch are provided. 3. Beyond hinge side. 4. Add 6 inches (150 mm) IF closer is provided. ------------- 18 r -- ---itUmin E V, t front approach, pull side 12 min Hca--'\., frontapproacht push side, door provided with both closer and latch f W) /lingo approach, push side, door provided with both closer and latch t I E :124 min. G � l tt et0 I 1 latch approach, pull side, door provided with closer I V t I 1 , N t (dl front approach, push side -------------- :q> _ ----------q> t E 1 36min_i �' � 9rs iii 1 I hinge approach, put) side r---------1 E� I. 22 min � � 1 Hca � i (0_ _ hinge approach, push sine r I l 24 min i afo Cc I (h) latch 2ppr9ach, pull side 9) latch approach, push side I,K). latch approaeh,vesh side, door provided wilh closer FIGURE 404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES 404.2.4.2 Doorways without Doors or Gates, Sliding Doors, and Folding Doors. Doorways less than 36 inches (915 mm) wide without doors or, gates, sliding doors, or folding doors shall have maneuvering 404.2.1 Door and Grate Hardware. Handles, pulls, latches, locks, and other clearances complying with Table 404.2.4.2. operable parts on doors and gates shall comply with 309.4.0perable parts or such hardware shall be 34 inches (865 mm) minimum and 42 inches (1220 mm) maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both TABLE 404.2.4.2 sides. MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, EXCEPTIONS: MANUAL SLIDING DOORS, AND MANUAL FOLDING DOORS I. Existing locks shall be permitted in any location at existing glazed doors I. Doorway with no door only. 2. Beyond pocket/hinge side. r'T--- ------ 1 r 1 3 , EM ,MAT - (a) (b� front approach side approach t 2min. I Sat) I E 24 mica without stiles, existing overhead rolling doors or grilles, and similar existing doors or grilles that are designed with locks that are activated only at the top or bottom rail, 2. Access gates In barrier walls and fences protecting pools, spas, and hot tubs shall be permitted to have operable parts of the release of latch on self -latching devices at 54 inches (1310 mm) maximum above the finish floor or ground provided the self -latching devices are not also self-locking devices and operated by means of a key, electronic opener, or integral combination lock 404.2.8 Closing Speed. Door and gate closing speed shall comply with 404.2.5. 404.2.8.1 Door Closers and Gate Closers. Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch Is 5 seconds minimum. 404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that From the open position of 10 degrees, the door or gate shall move to the closed position In 1.5 seconds minimum. 404.2.9 Door and Gate Opening Force. Fire doors shall have a minimum opening Force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: I. Interior hinged doors and gates: 5 pounds (22.2 N) maximum. 2. Sliding or folding doors: 5 pounds (22.2 N) maximum. 3. Exterior hinged doors shall be designed so that such doors can be pushed or pulled open with a force not exceeding 8.5 pounds (31.8 N). These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position. Advlsory 404.2.9 Door and Gate Opening Force. The maximum force pertains to the continuous application or force necessary to fully open a door, not the initial force needed to overcome the inertia of the door. It does not apply to the force required to retract bolts or to dfsengage other devices used to keep the door in a closed position Florida law, 5.553.504(6), F.S., establlshes requirements for exterior door opening force. (p) MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (BEYOND STOP/LATCH SIDES UNLESS NOTED ) FROM FRONT 48" INCHES 0 INCHES FROM 51DE(I) 42 INCHES 0 INCHES FROM POCKET/HINGE SIDE 42 INCHES 22 INCHES (2) FROM STOP/HINGE SIDE 42 INCHES 24 INCHES I. Doorway with no door only. 2. Beyond pocket/hinge side. r'T--- ------ 1 r 1 3 , EM ,MAT - (a) (b� front approach side approach t 2min. I Sat) I E 24 mica without stiles, existing overhead rolling doors or grilles, and similar existing doors or grilles that are designed with locks that are activated only at the top or bottom rail, 2. Access gates In barrier walls and fences protecting pools, spas, and hot tubs shall be permitted to have operable parts of the release of latch on self -latching devices at 54 inches (1310 mm) maximum above the finish floor or ground provided the self -latching devices are not also self-locking devices and operated by means of a key, electronic opener, or integral combination lock 404.2.8 Closing Speed. Door and gate closing speed shall comply with 404.2.5. 404.2.8.1 Door Closers and Gate Closers. Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch Is 5 seconds minimum. 404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that From the open position of 10 degrees, the door or gate shall move to the closed position In 1.5 seconds minimum. 404.2.9 Door and Gate Opening Force. Fire doors shall have a minimum opening Force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: I. Interior hinged doors and gates: 5 pounds (22.2 N) maximum. 2. Sliding or folding doors: 5 pounds (22.2 N) maximum. 3. Exterior hinged doors shall be designed so that such doors can be pushed or pulled open with a force not exceeding 8.5 pounds (31.8 N). These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position. Advlsory 404.2.9 Door and Gate Opening Force. The maximum force pertains to the continuous application or force necessary to fully open a door, not the initial force needed to overcome the inertia of the door. It does not apply to the force required to retract bolts or to dfsengage other devices used to keep the door in a closed position Florida law, 5.553.504(6), F.S., establlshes requirements for exterior door opening force. (p) 404.2.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10 packet orhingeapproach (d) Inches (255 mm) of the finish floor or ground measured vertically shall have a stop or latch approach smooth surface on the push side extending the full width of the door or W o Ksw gate.Part5 creating horizontal or vertical Joints in these surfaces shall be within -Q014 1/16 inch (1.6 mm)of the same plane as the other.Cavitiee created by added kick FQ fY�j'rx, plates shall be capped. EXCEPTIONS: I. Slfdine doors shall not be required to comply with 404.2.10. FIGURE 404.2.4.2 2. Tempered glass doors without stiles and having a bottom rail or shoe with the MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES, AND FOLDING DOORS top leading edge tapered at 60 degrees minimum from the horizontal shall not be w0.�rn required to meet the 10 inch (255 mm) bottom smooth surface height requirement. 3. Doors and gates that do not extend to within 10 inches (255, mm) of the finish 404.2.4.3 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be provided floor or ground shall not be required to comply with 404.2.10. Existing 4. g doors and gates without smooth surfaces within 10 Inches (255 mm) of when any obstruction within 18 inches (455 mm) of the latch side of a doorway protects more than 8 Inches (205 mm) beyond the Face of the door, measured perpendicular to the face or the door or the finish floor or ground shall not be required to provide smooth surfaces gate complying with 404.2.10 provided that iF added kick plates are installed, cavities created by such kick plates are capped. Advisory 404.2.4.3 Recessed Doors and Gates, A door can be recessed due to wall thfckne55 or because of the placement of casework and other Fixed elements adjacent to the doorway. This provision must be applied wherever doors are recessed. Xa&., h l X,a pull side' push side V-1 push ado, door prmided with froth doses and Wch FIGURE 404.2.4.3 MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES 404.2.4.4 Floor or Ground Surface. Floor or ground surface within required maneuvering clearances shall comply with 302. Changes in level are not permitted. EXCEPTIONS: I. Slopes not steeper than 1:48 shall be permitted. 2. Changes in level at thresholds complying with 404.2.5 shall be permitted. 404.2.5 Thresholds. Thresholds, if provided at doorways, shall be 1/2 inch (13 mm) high maximum. Raised thresholds and changes in level at doorways shall comply with 302 and 303. EXCEPTION:Exlsting or altered thresholds 3/4 inch (19 mm) high maximum that have a beveled edge on each side with a slope not steeper than 1:2 shall not be required to comply with 404.2.5. 404.2.6 Doors in Series and Gates in eerfes.The distance between two hinged or pivoted doors in series and gates in series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging into the space. ie� 4e u�t ua I jt rat tbl FIGURE 404.2.6 DOORS IN SERIES AND GATES IN SERIES 404.3 Automatic and Power -Assisted Doors and Gates.Automatic doors and automatic gates shall comply with 404.3. Full -powered automatic doors shall comply with ANSI/BHMA A156,10 (incorporated by reference, see "Referenced Standards°in Chapter U. Low-energy and power-asslsted doors shall comply with AN51/5HMA A156.19 (1991 or 2002 edition) (incorporated by reference, see "Referenced Standards" in Chapter I). 404.3.1 Clear Width, Doorways shall provide a clear opening of 32 Inches (815 mm) minimum in power -on and power -off mode.The minimum clear width for automatic door systems in a doorway shall be based on the clear opening provided by all leaves in the open position. 4043.2 Maneuvering Clearance. Clearances at power -assisted doors and gates shall comply with 404.2.4. Clearances at automatic doors and gates without standby power and serving an accessible means of egress shall comply with 404.2.4. EXCEPTION:Uhere automatic doors and gates remain open In the power-oPP condition, compliance with 4042A shall not be required. 404.3.3 Thresholds. Thresholds and changes In level at doorways shall comply with 404.2.5. 404.3.4 Doors In Series and Gates in Series. Doors in series and gates in series shall comply with 404.2.6. 404.3.5 Controls. Manually operated controls shall comply with 309. The clear floor space adjacent to the control shall be located beyond the arc of the door swing. 404.3.6 Break Out Opening. Where doors and gates without standby power are a part or a means of egress, the clear break out opening at swinging or sliding doors and gates shall be 32 inches 0815 mm) minimum when operated in emergency mode. EXCEPTION: Where manual swfnging doors and gates comply with 404.2 and serve the same means of egress compliance with 404,3.6 shall not be required. 404.3.1 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part or an accessible route. 104.1 DIMENSIONS. DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE. 104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES. ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC MINIMUM AND MAXIMUM END POINTS. WHERE THE REQUIREMENT STATES A SPECIFIED RANGE THE RANGE PROVIDES AN ADEQUATE TOLERANCE AND THEREFORE NO TOLERANCE OUTSIDE OF THE RANGE AT EITHER END POINT IS PERMITTED. Cc C4 W F (Ftn M a W o Ksw b c5, -Q014 FQ fY�j'rx, O�o)q W m-.0. oto w0.�rn ANTHONY E. EHEN AR000978 O O N W N N IW cc LL 0O N W Wy 2W W > X Op cc 20 , Z LL 0 CC X _j O O LL Q®)Q -j N ori REVISIONS 0 0 0 0 0 l0 O iL v W (L 0 Z Q J W a It cc W hZ U _J co W V m LL O N PROJ NO.:18-024 DATE: 9-5-I5 THESE DRAWINGS ARE COPY- RIGHTED BY EDESlGN MANAGEMENT, LLC, 2018 TINSCOPYRIGHT AND OTHER RIGHTS RESTRICTS THE USE OF THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS. 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