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HomeMy WebLinkAbout296 Towne Center Cir 18-4285 INTERIOR REMODELNim`1-100f/[3UILDING DIVISION''��ff �- ,._ �n Application No: i _- � -15 Doctunented COnstrtictiOn Value: $ 39452.05 i" JobAddress:200 Towne Center Cir..S�Qpp-' Historic District: Yes❑No0 Parcel ID: 2 9 -19 - 3 0- 5 LW - 010 0- 0 0 0 0 Residential ❑ Commercial. Type of Work: New ❑ Addition ❑ Alteration [!] Repair ❑ Demo ❑ Change of Use ❑ Move.'.❑ Description of Work: Open existing wall between two.;, suits &. add two small -dress area. no Ken Graves Presiden - Plan Review Contact Person: Title: Phone: 407-464-7308 Fax: 407-464-7349 Eiiiail:ken@dggeneralcontx-acting.,coln Property Owner Information Name Seminole Towne Center LP Phone: 4.07.-323-2262 Street:200 Towne Center Cir. City, State Zip: Sanford, Fl. 32771 Resident of property? : 1!. Contractor Information Name D&G General Contracting Co. Phone: 407-464-7308 Street: 753 Fleet Financial Court City, State Zip: Longwood, Fl. 32750 Name: ARC Design Lab Street: 595 Pensacola Lane Fax: 407-464-7349 State License No.: CGC 0 5 8 2 6 5 Architect/Engineer Information City, St, Zip: Lake Mary, Fl. 32746 Bonding Company: Phone: 407-402-0510 Fax: E-mail: arcdesignlab@gmail . com Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMEN'T'S TO YOUR PROPER'T'Y. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPEC'T'ION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCL'MENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commeuced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdicliou. 1 understand that a separate permit inust be ecured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. Revision ❑Cit Y of Sanford Response to Comments ❑pEC ��j$ Building & Fire Prevention Division yS Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit 11 as Submittal Date Project Address: Contact: �E (12R RQ -]r S Ph: �� �1 �1 LQ �0'?q rik { Fax: Email: � Trades encompassed in revision: F Building L�f Plumbing E -I" Electrical © Mechanical �Life Safety ❑ Waste Water General description of revision: 01 I l i � � ��S'i��0S� TAY} c1 ��P , , 506CTS � 1(D � ►�Iol ROU'T'ING INFORMATION Approvals Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building General description of revision: 01 I l i � � ��S'i��0S� TAY} c1 ��P , , 506CTS � 1(D � ►�Iol ROU'T'ING INFORMATION Approvals zUry 0z< 16 LU p Q Z J � 0zw UQz LU w Z ❑ � wW0 p Q w O-( 0 W J U Q Z ❑ 0 Z �QQ ¢�� w U w p LLj � zury < <�_ Z< wU � = Z ,Zzm LLJ W Q Q3z LU C� Um LUzr) = W U U w � Q /w Q W V J QO Q J = Q J J Z U = Q mElf r Z ac �QQ 0Uw O U LL - Lu w U — � w w U ~ Q = r aw� ZZp❑ Z a! 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DRAWING TITLE TAG i Scale: i:l REVISION CLOUD UQ)MH (D[Emvr�n VICINITY MAP Scale: NONE GENERAL DRAWING NUMBER SECTION 0 J MARKER XXO-0 16 CMU WALLS ARE DIMENSIONED FROM FACE -OF -BLOCK TO FACE -OF -BLOCK (UNLESS NOTED GYPSUM GYPSUM WALL BOARD HARDWARE HEIGHT HOLLOW METAL HIGH POINT HORIZONTAL INCANDESCENT INSIDE DIMENSION _... INSULATION INTERIOR JOINT KNOCK -OUT LAMINATED LAVATORY POUND LEFT-HAND LOW POINT MANUFACTURED - MANUFACTURER SHEET NUMBER SECTION MASONRY MASONRY OPENING MATERIAL MAXIMUM MECHANICAL METAL MEZZANINE MINIMUM MISCELLANEOUS MOISTURE RESISTANT MOULDING MOUNTING MULLION NOMINAL NORTH NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER OPENING DRAWING NUMBER DETAIL 0 J MARKER XXO 0 F.R.P. FIBERGLASS REINFORCED PANEL AUTHORITIES HAVING JURISDICTION. FIN. FINISH SHEET NUMBER FLR. FLOOR 03 DRAWING FTG. FOOTING 18 NUMBER ENLARGED0 INDICATE NOMINAL WIDTH UNLESS OTHERWISE NOTED ON DRAWINGS. DETAILS SHALL GOVERN GR. GRADE DETAIL LOCAL FIRE MARSHALL COORDINATE LOCATIONS / PLACEMENTS WITH FIRE MARSHALL. XX0-0 MARKER 1 SHEET INSTALL QUANTITY AS REQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL TO AN 1 NUMBER DETAIL NUMBER INTERIOR DRAWING NUMBER ELEVATION 0 MARKER XX0-0 cc SHEET NUMBER I INTERIOR XXX CEILING FINISH XXX XXXX WALL MARKER XXX BASE XXXX FLOOR NOTE 00000 XXX 00 XXX MARKERS WINDOW TYPE 00 MARKER DOOR TYPE xxxx MARKER 00 O x x x RATMIG CENTER LINE COLUMN LINE � ELEVATION +0 0" +0'-0" _ MARKER T/ XXXX T YT/ XXXX PARTITION TYPE 00 XXX MARKER ROOM ID NAME MARKER 000 000 SQ.FT. DRAWING TITLE TAG i Scale: i:l REVISION CLOUD UQ)MH (D[Emvr�n VICINITY MAP Scale: NONE SUITE LOCATION MALL LAYOUT CODE REFERENCE THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODE STANDARDS WHERE APPLICABLE: 2017 FLORIDA BUILDING CODE -BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE -EXISTING BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE -ACCESSIBN 'Y (6TH EDITION) 2017 FLORIDA BUILDING CODE -ENERGY CONSERVATION (6TH EDITION) 2017 FLORIDA BUILDING CODE -FUEL GAS (t:TH EDITION) 2017 FLORIDA BUILDING CODE -MECHANI. NL (6TH EDITION) 2017 FLORIDA BUILDING CODE -PLUMBING (6TH EDITION) 2017 FLORIDA FIRE PREVENTION CODE (6TH EDITION) 2014 NATIONAL ELECTRICAL CODE 2ACKET APPROVED FIRE EXTINGUISHER AS INDICATED ON PLANS AND AS SPECIFIED THIS SET NOTE: INSTALL BRACKET BETWEEN 15" AND 48" AFF. OR AS INDICATED THIS DETAIL, Fire Ext. Mount. Ht. Scale: 1`43c ABBREVIATIONS .Tc ABBREVIATIONS GENERAL ABOVE FINISH FLOOR ABOVE FINISH GRADE ACOUSTICAL CEILING TILE ALTERNATE ALUMINUM ANCHOR APPROXIMATE ARCHITECT (ARCHITECTURAL) BEAM _..__......-_ BEARING BETWEEN BLOCK BOARD BOTTOM BOTTOM OF BUILDING BUILT-UP ROOF CEILING CENTER LINE CERAMIC TILE OUTSIDE DIMENSION NOTES 01 THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO EQUIP. EQUIPMENT 16 CMU WALLS ARE DIMENSIONED FROM FACE -OF -BLOCK TO FACE -OF -BLOCK (UNLESS NOTED GYPSUM GYPSUM WALL BOARD HARDWARE HEIGHT HOLLOW METAL HIGH POINT HORIZONTAL INCANDESCENT INSIDE DIMENSION _... INSULATION INTERIOR JOINT KNOCK -OUT LAMINATED LAVATORY POUND LEFT-HAND LOW POINT MANUFACTURED - MANUFACTURER COMMENCING ANY WORK. MAS. M.O. MATL . MAX. MECH. MTL. MEZZ. MIN. MISC. M. R. MLDG. MTG. MULL. NOM. N. N.I.C. N.T.S. NO. O.C.. OPG. MASONRY MASONRY OPENING MATERIAL MAXIMUM MECHANICAL METAL MEZZANINE MINIMUM MISCELLANEOUS MOISTURE RESISTANT MOULDING MOUNTING MULLION NOMINAL NORTH NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER OPENING OTHERWISE). 02 ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND RESTRICTIONS ENFORCED BY E.J. EXPANSION JOINT 17 NOT USED. F.R.P. FIBERGLASS REINFORCED PANEL AUTHORITIES HAVING JURISDICTION. FIN. FINISH F.E. FIRE EXTINGUISHER FLR. FLOOR 03 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN ALL DIMENSIONS ON FLOOR PLANS FTG. FOOTING 18 CONTRACTOR TO PROVIDE & INSTALL 2A-IOB-C FIRE EXTINGUISHERS AS REQUIRED BY A. GAUGE INDICATE NOMINAL WIDTH UNLESS OTHERWISE NOTED ON DRAWINGS. DETAILS SHALL GOVERN GR. GRADE REQUIRED LOCAL FIRE MARSHALL COORDINATE LOCATIONS / PLACEMENTS WITH FIRE MARSHALL. REVERSE OVER PLAN AND ELEVATIONS DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL RIGHT HAND R.T.U. INSTALL QUANTITY AS REQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL TO AN z DETAILS. 0 EXTINGUISHER. 04 IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM SUSP. SUSPENDED 19 ALL INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101, SECTION 10.2.3 SW. SWITCH FROM DAMAGE. THE G.C. SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR w 20 NAILERS, BLOCKING, AND OTHER ROUGH CARPENTRY ITEMS INDICATED AS "WOOD", o — OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 'TREATED WOOD", OR "PT WOOD" SHALL BE TREATED FOR FIRE RESISTANCE. ALL FINAL CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR. 05 - - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS REQUIRED IN THE 21 JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED A MINIMUM OF ONE CONTRACT DOCUMENTS. STUD SPACE OR 24" BOTH HORIZONTALLY & 12' VERTICALLY. WHERE OPENINGS ARE MADE IN EXISTING RATED PARTITIONS, OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSED, THE EXISTING GYPSUM BOARD MAY BE REMOVED ON ONE SIDE OF THE 06 ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS PARTITIONS BACK 10 THE NEXT STUD TO ASSURE THE PROPER STAGGERING OF THE SHALL BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. JOINTS. 22 SEAL / CAULK PERIMETER OF RATED WALLS AND PENETRATIONS OF RATED WALLS IN 07 THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF ACCORDANCE WITH APPLICABLE UL DESIGN AND REQUIREMENTS OF THE AUTHORITY THE OCCUPANTS AND WORKERS AS REQUIRED BY GENERAL CONDITIONS AND ALL APPLICABLE HAVING JURISDICTION. LOCAL, STATE, AND FEDERAL REGULATIONS. -- -- 23 PERMANENTLY STENCIL (2" MINIMUM HEIGHT LETTERS) PARTITIONS ABOVE FINISHED CEILING TO INDICATE THE RATING OF THE PARTITION. STENCIL TO READ: "ONE HOUR 08 NOT USED. RATED WALL - PROTECT ALL PENETRATIONS" OR "ONE HOUR RATED AND SMOKE WALL - PROTECT ALL PENETRATIONS" OR SIMILAR WORDING FOR THE APPROPRIATE WALL RATING. STENCIL WHERE READILY VISIBLE A MINIMUM OF VERTICAL LINE WHERE THE 09 NOT USED. PARTITION CHANGES DIRECTION. STENCILS SHALL OCCUR NO MORE THAN 20' APART, AND NOT LESS THAN ONCE IN EACH TENANT SPACE WHERE PARTITION OCCURS. 24 ELECTRICAL DEVICES WHICH OCCUR IN RATED PARTITIONS SHALL BE LOCATED SO THAT BACK BOXES WITHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 SQUARE 10 NOT USED. INCHES IN AREA OR EXCEED A TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL AREA. ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MIN. HORIZ. DISTANCE OF 24". WHERE THIS REQUIREMENT CANNOT BE MET, BACK 1 1 - -- - - _-- DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE BOXES IN EXCESS OF THE ALLOWED MAXIMUM SHALL BE BACKED WITH GYPSUM BOARD CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT ANY DISCREPANCIES WHICH MAY OCCUR PRIOR TO CREATE A FIVE -SIDED ENCLOSURE. -- - - -- TO COMMENCING ANY CONSTRUCTION. 25 NOT USED. 26 ALL DENOTED FUTURE TENANTS ARE TO SUBMIT ALL REQUIRED INTERIOR DRAWINGS & 12 DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS WITHOUT FIRST SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO ALL EQUIPMENT, SHELVING, TI WORK. OBTAINING PROPER PERMITS: CONTACT LANDLORD FOR APPROVAL. AND WILL REQUIRE SEPARATE PERMIT FOR OCCUPANCY, ITEMS SHOWN UNDER THESE SET OF CONTRACT DOCUMENTS ARE ONLY ITEMS TO BE INSTALLED BY LANDLORD SCOPE 13 ALL FIRE RATED CONSTRUCTION SHALL CONFORM WITH U.L. TESTED STANDARDS AND/OR LOCAL OF WORK. REQUIREMENTS 27 ALL PENETRATIONS IN ELEVATED CONCRETE SLABS MUST BE X-RAYED TO LOCATE POST 14 _ ---........._. . . - .. ALL PENETRATIONS THRU FIRE RATED CONSTRUCTION SHALL COMPLY WITH UL &ALL APPLICABLE TENSIONED CABLES. DRILLING OF SLABS SHALL NOT BE PERMITTED WITHOUT EXPRESSED CODES &ORDINANCES. WRITTEN APPROVAL OF THE LANDLORD, NO CABLES SHALL BE CUT OR DAMAGED AT ANY TIME. NOTIFY THE LANDLORD AND STRUCTURAL ENGINEER PROMPTLY IF CABLES ARE 15 ALL EXTERIOR MATERIALS TO MEET ALL LOCAL &STATE WIND &IMPACT TEST REQUIREMENTS. SUBMIT SUSPECTED TO BE DAMAGED OR AFFECTED IN ANY WAY. PRODUCT APPROVAL NUMBERS TO AUTHORITY HAVING JURISDICTION FOR REVIEW IN ACCORDANCE WITH THEIR REQUIREMENTS. SUITE LOCATION MALL LAYOUT CODE REFERENCE THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODE STANDARDS WHERE APPLICABLE: 2017 FLORIDA BUILDING CODE -BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE -EXISTING BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE -ACCESSIBN 'Y (6TH EDITION) 2017 FLORIDA BUILDING CODE -ENERGY CONSERVATION (6TH EDITION) 2017 FLORIDA BUILDING CODE -FUEL GAS (t:TH EDITION) 2017 FLORIDA BUILDING CODE -MECHANI. NL (6TH EDITION) 2017 FLORIDA BUILDING CODE -PLUMBING (6TH EDITION) 2017 FLORIDA FIRE PREVENTION CODE (6TH EDITION) 2014 NATIONAL ELECTRICAL CODE 2ACKET APPROVED FIRE EXTINGUISHER AS INDICATED ON PLANS AND AS SPECIFIED THIS SET NOTE: INSTALL BRACKET BETWEEN 15" AND 48" AFF. OR AS INDICATED THIS DETAIL, Fire Ext. Mount. Ht. Scale: 1`43c ABBREVIATIONS .Tc ABBREVIATIONS A.F.F. A.F.G. A.C.T. ALT. ALUM. ANCH. APPROX, ARCH. BM. BRG. BTWN. BILK. BD. BTM. B/ (B.O.) BLDG. BUR. CLG. C. L. C.T. ABOVE FINISH FLOOR ABOVE FINISH GRADE ACOUSTICAL CEILING TILE ALTERNATE ALUMINUM ANCHOR APPROXIMATE ARCHITECT (ARCHITECTURAL) BEAM _..__......-_ BEARING BETWEEN BLOCK BOARD BOTTOM BOTTOM OF BUILDING BUILT-UP ROOF CEILING CENTER LINE CERAMIC TILE OUTSIDE DIMENSION C.O. COL. CONC. C.M.U. CONT. CONST. C.J. DET. DIA. DIM. DR. DN. DS. DWG, D. F. EA. E. E.W.C. ELEV. -..... ... EQ. CLEAN-OUT COLUMN CONCRETE CONCRETE MASONRY UNIT(S) CONTINUOUS CONSTRUCTION CONTROL JOINT DETAIL DIAMETER _ ...---- DIMENSION DOOR DOWN DOWNSPOUT DRAWING DRINKING FOUNTAIN EACH EAST ELECTRICAL WATER COOLER ELEVATION ___...._......._ EQUAL PTD. EQUIP. EQUIPMENT PNL. GYP, GWB. HDW. HGT. H.M. H.P. HORIZ. INCDSNT, I.D. INSUL INT. JT. K.O. LAM. LAV. LB. L. H. L. P. MFR'D. MFR'R. GYPSUM GYPSUM WALL BOARD HARDWARE HEIGHT HOLLOW METAL HIGH POINT HORIZONTAL INCANDESCENT INSIDE DIMENSION _... INSULATION INTERIOR JOINT KNOCK -OUT LAMINATED LAVATORY POUND LEFT-HAND LOW POINT MANUFACTURED - MANUFACTURER PARTITION MAS. M.O. MATL . MAX. MECH. MTL. MEZZ. MIN. MISC. M. R. MLDG. MTG. MULL. NOM. N. N.I.C. N.T.S. NO. O.C.. OPG. MASONRY MASONRY OPENING MATERIAL MAXIMUM MECHANICAL METAL MEZZANINE MINIMUM MISCELLANEOUS MOISTURE RESISTANT MOULDING MOUNTING MULLION NOMINAL NORTH NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER OPENING ETC. ET CETERA EXH. EXHAUST EXST. EXISTING E.J. EXPANSION JOINT EXT. EXTERIOR E.LF.S. EXT. INSUL. AND FIN. SYSTEM F.R.P. FIBERGLASS REINFORCED PANEL F.V. FIELD VERIFY FIN. FINISH F.E. FIRE EXTINGUISHER FLR. FLOOR F.D. FLOOR DRAIN FT. FOOT (FEET) FTG. FOOTING FLUOR. FLUORESCENT GALV, GALVANIZED A. GAUGE G.C. GENERAL CONTRACTOR GR. GRADE OPP. OPPOSITE O.D OUTSIDE DIMENSION O.H. OVERHEAD PTD. PAINTED PNL. PANEL (PANELING) PRTN. PARTITION P.H. PHYSICALLY HANDICAF PED PLAS. PLASTER P.LAM. PLASTIC LAMINATE PLBG. PLUMBING PLYWD. PLYWOOD P.T. PRESSURE TREATED PROF. PROPERTY Q.T. _ QUARRY TILE R. RADIUS REINF. REINFORCED (REINFORCING) REQ'D. REQUIRED REV. REVERSE R. H. RIGHT HAND R.T.U. ROOF TOP UNIT DRAINING INDEX DESCRIPTION REV. A000 I COVER SHEET 12018.10.12 ARCHITECT Arc Design Lab 1681 Boyer Street Longwood, FL 32750 Randy Bumbalough, R.A. arcdesignlab�4-gmail.com v. 407.402.0510 .... ...... 2018.12.06 PROJECT NARRATIVE MONSTER MARTIAL ARTS IS EXPANDING INTO THE DIRECTLY ADJACENT TENANT SPACE AND INCREASING ITS USABLE AREA. THE USE FOR THE ADJACENT SPACE WILL BE IDENTICAL TO THE EXISTING SPACE. COMPLIANCE METHOD 301.1.2 WORK AREA COMPLIANCE METHOD. REPAIRS, ALTERATIONS, ADDITIONS, CHANGES IN OCCUPANCY AND RELOCATED BUILDINGS COMPLYING WITH THE APPLICABLE REQUIREMENTS OF CHAPTERS 5 THROUGH 13 OF THIS CODE SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISIONS OF THIS CODE. CLASSIFICATION OF WORK ALTERATION LEVEL 2: PER FLORIDA BUILDING CODE 5TH EDITION (2014) EXISTING BUILDING LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF .ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. T. P.- TOILET PAPER DISPENSER RM ROOM — T&B P.O. ROUGH C.,PENiNG T/ (T.O.) TOP OF SCHED. SCHEDULE TREAD TYP. SLNT. SEALANT UNFIN, UNFINISHED SEC. SECTION UNLESS OTHERWISE NOTED VERT. SIM. SIMILAR VEST. VESTIBULE SL. SLOPE VINYL COMPOSITION TILE W.C. S. SOUTH .. ......... W.H. WATER HEATER SPEC. SPECIFICATION WATERPROOF W.R. SQ. SQUARE W.W.M. WELDED WIRE MESH S. F. SQUARE FEET (FOOTAGE) WEST .......... W/ S.S. STAINLESS STEEL W/O WITHOUT STD. STANDARD WOOD z STL. STEEL 0 STRUCT. STRUCTURAL O SUSP. SUSPENDED Z SW. SWITCH J w TEL. TELEPHONE o — TEMP. TEMPERED THRES. THRESHOLD T. P.- TOILET PAPER DISPENSER T&G TONGUE AND GROOVE T&B TOP AND BOTTOM T/ (T.O.) TOP OF T. TREAD TYP. TYPICAL UNFIN, UNFINISHED U.O.N. UNLESS OTHERWISE NOTED VERT. VERTICAL VEST. VESTIBULE V.C.T. VINYL COMPOSITION TILE W.C. WATER CLOSET .. ......... W.H. WATER HEATER WP. WATERPROOF W.R. WATER RESISTANT W.W.M. WELDED WIRE MESH W. WEST .......... W/ _ . WITH W/O WITHOUT WD. WOOD PERMIT #- I r- yz AA26003221 1 ARCDESIGNI_AB.US arcdesignlab amail.com 595 Pensacola Lane Lake Mary, Florida 32746 407.402.0510 F V I �NFORD BUILDING DIVIS1% 0 L s - -r'• •qi 'SS'JED SHALL SE CONSTRUED TO BE A omment Responses LL- T ^ PRC)C=E0'.NITH THE WORK AND CBOT AS F— TC) ViC,,f E. Ca': EL. ALTER OR SET � -1N , JF THE PSOtiiSfOivS U� THE TECHNICAL O LLJ �`40R SH1' 1::St 'AI`ICE Oi: A PERMIT PREIIECJT M :` Q "E E,J;LDi C OFFIGW rRolrl THEREAFTER I..L - - . _ L�:�-nr•«, :, Jnr OF T H!sj L1J 0— 2w ISSUE DATE: 2018.08.29 o w U ce n7 z Ln z OFFICE PERMIT #- I r- yz AA26003221 1 ARCDESIGNI_AB.US arcdesignlab amail.com 595 Pensacola Lane Lake Mary, Florida 32746 407.402.0510 F V I DATEDESCRIPTION 0 L 2018.12.06 omment Responses LL- w F— o CIL, � O LLJ Q Q 0 I..L PROJECT NUMBER: 2018.60 L1J 0— 2w ISSUE DATE: 2018.08.29 Q w U z Ln z Z 0 O LLl Z J w o — T Digili:a!i,y Signed by Randy Bumbaloug i, R.A. Date: O)A)Aml�.06 I FLORI' A REGISTRA' 15N49T312295 OS'00' REVISIONS I DATEDESCRIPTION 1 2018.12.06 omment Responses DRAWIN INF PROJECT NUMBER: 2018.60 DRAWN BY: PC CHECKED BY: RB ISSUE DATE: 2018.08.29 SHEET IDENTITY PRELIMINARY PARKING STUDY BUILDING OCCUPANT zU� USE ,AND OCCUPANCY LOAD CALCULATIONS: oz¢ 1 �mw ❑ 0¢ Q - _ Lu TOTAL OCCUPANT LOAD: UUz Lu w zoo �czO W O w Lu PROJECT NUMBER: 2018.60 Owe PC CHECKED BY: RB CoQ 2018.08.29 SHEET IDENTITY PRELIMINARY PARKING STUDY r z o A] 01 OZz oLu L' __j ADJACENT TENANT � o I U < MACY'S 4 0 uj Z< U-1 Lu J / ` z Lu U m N Eli w z _LuU Uwe ¢ v Q - W J =¢0 O¢_j J zv= m .z� �Q4 O!f O o � U � u- 0 U �- r- w =w Q N U w 0=� ¢ '- < �0- o Z�ry �I ,. 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OIn o Co THE DOORS OR GRILLES SHALL BE z z OPENABLE FROM WITHIN WITHOUT THE Lu U USE OF ANY SPECIAL KNOWLEDGE OR J EFFORT WHERE THE SPACE IS ¢ w m OCCUPIED. 0 • GRILLES SHALL NOT BE BROUGHT TO O w THE CLOSED POSITION WHEN THERE m _j f' J ARE 50 OR MORE PERSONS OCCUPYING THIS ESTABLISHMENT. UzLuQ r�-'O I UZZ ¢Ow mNOO �- ,U uo Lu w ¢ 0�� ¢ w Zo'Z 00¢ o ~ 0 u�� I Q ¢ O ¢0� zzz Off¢ ¢Oz Z w Q o=w� N 0000 p`UO U�0w 0 - _ N'o 0-'w0 n z U LLLJ p w - J ¢ Q Z - <�p0 O�ow LLI m z 1'-8" - 7' 0 - O W . ��co Z Lo w0OO -- -- � p:_ U _ m=per p U Z - Z w O _ ¢NSU �` ? LUw �0Z_ Lu J 0O ¢ EXISTING ROLL UP SECURITY Q `- U w SHUTTER TO REMAIN p -� �UoN Lu Lu o_ - - -UU=N ¢�~Z Lu O w U 0n �Z __- z 0 '-r-' - W p,;j0 3, 5„ = w Q - ¢ sz U � O O�w LL, llu > J --_ - O z � ¢ WJOz w- a - it F- pzw0 w w o= _ ,UzO- �< o 7 J w Z ` > ¢ ¢ ¢ F -1 =E'=(S �¢Uw ¢�vz "n 00 ` U�ULLJ 3:� <044 oOzz 00Lu w -0 :E zwU� Oz`s -� z� i0 O > - - viz�p LL, 0 m Luo JJ Lu ui � z 1 2018.10.31 Comment Responses RENOVATION FLOOR PLAN O �" z x w ¢ w 0 Scale: 1/8" = V-0" . 1- - l J KINGS ANIME 117' EXIT DISTANCE EXISTING RESTROOMS TO REMAIN AS IS. EXISTING ADA RESTROOMS TO REMAIN; REPLACE/ REFURBISH FIXTURES/ GRAB BARS WHERE REQUIRED AND AS SELECTED BY TENANT. EXTENTS OF NEWLY CONFIGURED CONSTRUCTION RELOCATED DRINKING FOUNTAIN; EXTEND PLUMBING IN WALL TO EXISTING DRAIN AT LAVATORY IN RIR NEW CORRIDOR TO NEW DRESSING ROOMS I N. CLASSIFICATION FLOOR PLAN NOTES AA26003221 SECOND STORY - RETAIL LEVEL SUITE COMBINED GROSS AREA = 10,242 SF. 1. DIMENSIONS THIS SHEET ARE FROM FACE_ OF STRUCTURE TO FACE OF STRUCTURE UNLESS NOTED OTHERWISE. 2. DIMENSIONS INDICATED WITH A SLASH MARK ARE MEASURED TO FACE OF STRUCTURE; AND DIMENSION INDICATED WITH AN ARROW ARE TO FACE OF FINISH ,AND ARE CRITICAL DIMENSIONS. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT PROMPTLY. 8'-0" (CRIT.) .I 3. SHADED WALLS INDICATE EXISTING SHELL BUILDING CONSTRUCTION UNDER SEPARATE PERMIT BY OTHERS. SIV ARCDESIGNLAB.US arcdesignlab@gmail.com 595 Pensacola Lane Lake Mary, Florida 32746 407.402.0510 PARTITION SCHEDULE MATERIAL THICKNESS WALL/PARTITION TYPE INSULATION TYPE 000 XXX WALL RATING &PARTITION HEIGHT {IF APPLICABLE) MEANS OF EGRESS MINIMUM NUMBER OF EXITS REQUIRED - 2 PROVIDED MATERIAL THICKNESS: FIRE RATING & PARTITION HEIGHT LEGEND: EGRESS WIDTH REQUIRED PER PERSON = .2 x 205 = 41" REQ'D; MIN. OF 432" PROVIDED AT (3) MAIN ENTRY/EGRESS PLUS 68" AT SECONDARY EXIT TO EXIT CORRIDOR 1. 7/8" FURRING 6" = NON RATED, EXTEND TO 6" ABOVE CEILING AND BRACE MAX. TRAVEL DISTANCE FOR SPRINKLED BUILDING = >200' 2. 1-1/2" FURRING 1 HR. = 1 HOUR RATED, EXTEND TO UNDERSIDE OF STRUCTURE MAX. TRAVEL DISTANCE PROVIDED = <200' 3. 3-5/8" MTL. STUD 2 HR. = 2 HOUR RATED, EXTEND TO UNDERSIDE OF STRUCTURE MIN. CORRIDOR WIDTH SHALL BE 36' 44" PROVIDED 6. 6" MTL. STUD MAX. DEAD END CORRIDOR SHALL BE 50': NONE PROVIDED 7. 8" CMU NOTE: EXTEND ALL WALLS TO UNDERSIDE OF STRUCTURE TYPICAL U.N.O. INSULATION TYPE: FIRE RESISTANT SYSTEMS 1. NONE 3.3-1 BATT 1. 1-1 I2 RIGID POLYISO 4. 6" BAA TT 2. 2" POLYSTYRENE/STUCCO 5. 8 BATT FIRE RESISTANT SEPARATIONS: 1 HOUR TENANT SEPARATION IS PROVIDED BETWEEN INDIVIDUAL SUITES, SEE PLAN. PARTITION TYPE: PENETRATIONS IN FIRE RATED ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE TO SECTION 714 OF FBCB MARK FIRE LAB # STC MATERIAL TYPE GRAPHIC DESCRIPTION 5r3 GYP. 6D. PROJECT 3-5/8" MTL STUDS % l-CHANNELAND PROTECTION OF OPENINGS AND PENETRATIONS OF RATED ASSEMBLIES: ALL PENETRATIONS A N/A N/A NIA W/ 5/8" GYP. BD. BOTH ruosalsoc OF RATED ASSEMBLIES SHALL BE INSTALLED ACCORDING TO RATED ASSEMBLY DETAILS. SIDES i� 576'GYP. SO. _ 7��7 _. FIRE SUPPRESSION SYSTEM: YES; SEE FIRE SPRINKLER PLANS AND CALCULATIONS BY OTHERS. PARTITION NOTES GENERAL NOTES 1. ALL PARTITIONS SHALL HAVE MIN. 25 GAUGE OR HEAVIER AND MIN. 3-5/8" DEPTH STUDS TYPICAL AT 16" O.C. MAX. SPACING, UNO. ALL PARTITIONS TO BE INSTALLED PER ASTM C754. 1. THE EXISTING SPRINKLER SYSTEM SHALL BE EVALUATED ACCORDING TO THIS REVISED 2. PARTITIONS INDICATED TO TERMINATE 6" ABOVE CEILING SHALL BE BRACED TO STRUCTURE PLAN/LAYOUT BY AN APPROVED AUTOMATIC FIRE SPRINKLER CONTRACTOR WHO MUST ABOVE WITH MIN. 20 GA. -.MTL. AT INTERVALS OF 4'-0" O.C. MAX.; ALTERNATING SIDES, AT SUBMIT COMPLETE ENGINEERED SPRINKLER AND HYDRAULIC CALCULATIONS SIGNED AND CORNERS AND INTERSECTIONS AND EACH SIDE OF ALL DOOR AND WINDOW OPENINGS. SEALED BY A REGISTERED PROFESSIONAL FLORIDA ENGINEER. THE SYSTEM SHALL COMPLY BRACES TO BE OF SAME SIZE AND GAUGE AS WALL FRAMING TYPICAL. WITH NFPA SECTIONS 13, 14. 20 AND ALL APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE. 3. SOFFIT FRAMING SHALL BE MIN. 18 GAUGE OR HEAVIER AND MIN. 3-5/8" DEPTH STUDS TYPICAL AT 16" O.C. MAX. SPACING LINO. 2. THE CONTRACTOR SHALL PROVIDE AND INSTALL 10 LB. ABC TYPE UL LISTED FIRE EXTINGUISHER AT 1 PER 75' OF TRAVEL DISTANCE OR PER 2,000 S.F. OF AREA. LOCATION 4. ALL GYPSUM WALLBOARD SHALL BE 5/8" THICK MIN.; UNO. SHALL BE APPROVED BY FIRE MARSHALL PRIOR TO INSTALLATION. 5. ALL PARTITIONS IN RESTROOMS, STORAGE AND .WORKROOMS SHALL HAVE MOISTURE 3. EXISTING ILLUMINATED EXIT SIGNS AND EMERGENCY LIGHTING SHALL BE EVALUATED BY A RESISTANT GYPSUM WALLBOARD TYPICAL. FLORIDA LICENSED ELECTRICAL CONTRACTOR TO VERIFY PROPER FUNCTION TO INCLUDE POWER SUPPLY, BATTERY AND BULB FUNCTION, VIABILITY AND LUMENS AT THE EGRESS PATH. 6. ALL PARTITIONS SCHEDULED TO RECEIVE TILE FINISH SHALL HAVE CEMENT BOARD IN LIEU OF GYPSUM BOARD TYPICAL. 7. FOR PARTITION ASSEMBLIES WITH INSULATION, INSULATION SHALL EXTEND THE FULL HEIGHT OFTHE PARTITION. AT EXTERIOR WALLS, INSULATION SHALL EXTEND THE FULL HEIGHT AND BE SEALED TO THE UNDERSIDE OF ROOF DECK TYPICAL. 8. ACOUSTIC PARTITIONS SHALL BE FULLY INSULATED WITH SOUND BATT, AND ALL PERIMETER FAND OPENING FRAMING JOINTS SEALED WITH ACOUSTIC SEALANT TYPICAL. -''� 9 9. PROVIDE ALL HARDWARE, FRAMING, BRACING &BLOCKING, AND GROUNDS AS c� REQUIRED FOR INSTALLATION OF EQUIPMENT TO BE MOUNTED IN OR ON PARTITIONS. i COORDINATE REQUIREMENTS FOR THESE ITEMS PRIOR TO APPLYING FINISH SURFACE TO I PARTITION ASSEMBLY. 6 max 17-25 - FASTENERS SCHEDULE: 150 430-635 (a) (b) TRACK RUNNER P.A.F.S AT 24" O.C. MAX, CORNERS, INTERSECTIONS, AND END WALL elevation plan HILT[ X-C 20 THP OR EQUAL W/ 13/16" LENGTH AND 0.138" SHANK THK. FIGURE 306.2 TOE CLEARANCE STUDS (2) PAN HEAD DRILLER SCREWS EA. SIDE TOP AND BOTTOM AT OPENINGS, CORNERS, INTERSECTIONS, AND END OF WALL: GRABBER MIN. SIZE 6 X 7/16" #2 OR EQUAL 8 min FURRING TEK SCREWS ON ALTERNATING FLANGES AT 24" O.C. MAX. AND ENDS 205 BRACES BRACES TO TOP TRACK - MIN. (3) PAN HEAD SCREWS; GRABBER MIN. SIZE 6 X 7/16" #2 OR EQUAL TOP TRACK BRACES TO STRUCTURE ABOVE - MIN. (3) PAN HEAD SCREWS TO CROSS - h MEMBER SECUR'BOTTOM D TO ADJACENT ROOF FRAMING MEMBERS, OR THRU c0 9 min H B TT M JOIST CHORD'GRABBER MIN. SIZE 6 X 7/16" #2 OR BOLT THROUG O O N � 230 EQUAL L.L1 -J O DOOR SCHEDULE � LL1 11 mini DXXX DOOR NUMBER (E) = EXISTING Z Q 1= C�, 280FRAME A = 3'-0" X 7'-0" MTL D... (a) X X X DOOR A = 3'-0" X 7-0" WD O u, ONO elevation HARDWARE GROUP A = PASSAGE SET 1--- U 04 DOOR ELEVATION B = PRIVACY SET Q FIGURE 306.3 KNEE CLEARANCE FRAME � ELEVATION C =OFFICE FUNCTION C j Q 36 mm D = STOREROOM SET \ C 24 min 915 12 min E = PANIC DEVICE; SEE NOTES / er � � 0:� 54 370610 305 SOLID CORE WOOD DOORS AND METAL FRAME WITH LEVER O v O 0- O 12 max OPERATOR, THREE HD HINGES PER LEAF; RATED DOOR IN Z O U �- sos I 42 min l RATED WALLS AS INDICATED ON PLANS.LLJ F- z l joss I Z 0 Q transfer DOOR FRAME ELEVATIONS xD DOOR ELEVATIONS O X O D_ Z r 11 G �- z Q side 3'-0" \/ O -j Z /\ Z 1z OR+C E11 ` FIGURE 604.5.1 SIDE WALL GRAP FIGURE 604.5.2 REAR WALL GRAB, U O BAR AT WATER CLOSETS BAR WATER CLOSETS ` 00 _ ¢ Lu jE } Ja.. :F. i / L7 c a L Emit /. s.j 00- ` 7-9 O \ A 1 r r' f REQUIREMENTS: NUM. CLASS OCC. DESC. W.C. LAV. D.F. OTHER 1 ASSEMBLY A-3 MALL 11125M 1/65F 1/200 11500 1 S.S. 200 OCCUPANTS; WATER CLOSET: 100 MALE/] 00 FEMALE; (3) ACCESSIBLE WATER CLOSETS PROVIDED WITHIN THE BUSINESS FOR EMPLOYEE/GENERAL USE & MULTIPLE RESTROOMS AVAILABLE WITHIN THE MALL AND LESS THAN 300 FEET DISTANCE, ONE DIRECTLY BELOW THE BUSINESS AND ONE IN THE FOOD COURT AREA. LAVATORY: ONE ACCESSIBLE LAVATORY IS PROVIDED AT EACH RESTROOM (3) .FOR EMPLOYEE/GENERAL USE. DRINKING FOUNTAIN: (1) HI/LOW DRINKING FOUNTAIN IS PROVIDED SERVICE SINK: (1) SERVICE SINK IS PROVIDED MECHANICAL WORK THERE ARE NO MECHANICAL CHANGES PROPOSED FOR THIS PROJECT. ANY PROPOSED ` MECHANICAL ADDITIONS OR ALTERATIONS WILL REQUIRE A SEPARATE PERMIT PRIOR TO COMMENCEMENT OF ANY MECHANICAL WORK. GENERAL CONTRACTOR SHALL BE REQUIRED TO ` PROCURE SUCH PERMITS AND NOTIFY THE .ARCHITECT OF SUCH PROPOSED ALTERATIONS. ROOF JOIST ONTINUOUS 18 ACK TO )E OF JOIST, STH OF EW OUS 18 GA 10" ) EXISTING JDS, (2) S EACH STUD CONNECT 8" 18 BRACING AT +/- TYPICAL FOR )F OPENING INSTALL NEW CONTINUOUS TRACK AT BASE OF NEWLY CUT STUDS AND FASTEN TO EXISTING STUDS; SEE FASTENER SCHEDULE l 4 SEAL . 4XN� t. . f> igitally„signed by andy Burnbalough Rp. 11 hifect at0i�1'AR0095295 15 48.57 -0500' REVISIONS OCCUPANT LOAD USE ,AND OCCUPANCY LOAD CALCULATIONS: DESCRIPTION 1 CLASSIFICATION AREA PER OCCUPANT CALCULATION ❑ ASSEMBLY A-3 EXERCISE AREA 1/50 10,242 SF./50=204.84 TOTAL OCCUPANT LOAD: 205 PERSONS 1. DIMENSIONS THIS SHEET ARE FROM FACE_ OF STRUCTURE TO FACE OF STRUCTURE UNLESS NOTED OTHERWISE. 2. DIMENSIONS INDICATED WITH A SLASH MARK ARE MEASURED TO FACE OF STRUCTURE; AND DIMENSION INDICATED WITH AN ARROW ARE TO FACE OF FINISH ,AND ARE CRITICAL DIMENSIONS. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT PROMPTLY. 8'-0" (CRIT.) .I 3. SHADED WALLS INDICATE EXISTING SHELL BUILDING CONSTRUCTION UNDER SEPARATE PERMIT BY OTHERS. SIV ARCDESIGNLAB.US arcdesignlab@gmail.com 595 Pensacola Lane Lake Mary, Florida 32746 407.402.0510 PARTITION SCHEDULE MATERIAL THICKNESS WALL/PARTITION TYPE INSULATION TYPE 000 XXX WALL RATING &PARTITION HEIGHT {IF APPLICABLE) MEANS OF EGRESS MINIMUM NUMBER OF EXITS REQUIRED - 2 PROVIDED MATERIAL THICKNESS: FIRE RATING & PARTITION HEIGHT LEGEND: EGRESS WIDTH REQUIRED PER PERSON = .2 x 205 = 41" REQ'D; MIN. OF 432" PROVIDED AT (3) MAIN ENTRY/EGRESS PLUS 68" AT SECONDARY EXIT TO EXIT CORRIDOR 1. 7/8" FURRING 6" = NON RATED, EXTEND TO 6" ABOVE CEILING AND BRACE MAX. TRAVEL DISTANCE FOR SPRINKLED BUILDING = >200' 2. 1-1/2" FURRING 1 HR. = 1 HOUR RATED, EXTEND TO UNDERSIDE OF STRUCTURE MAX. TRAVEL DISTANCE PROVIDED = <200' 3. 3-5/8" MTL. STUD 2 HR. = 2 HOUR RATED, EXTEND TO UNDERSIDE OF STRUCTURE MIN. CORRIDOR WIDTH SHALL BE 36' 44" PROVIDED 6. 6" MTL. STUD MAX. DEAD END CORRIDOR SHALL BE 50': NONE PROVIDED 7. 8" CMU NOTE: EXTEND ALL WALLS TO UNDERSIDE OF STRUCTURE TYPICAL U.N.O. INSULATION TYPE: FIRE RESISTANT SYSTEMS 1. NONE 3.3-1 BATT 1. 1-1 I2 RIGID POLYISO 4. 6" BAA TT 2. 2" POLYSTYRENE/STUCCO 5. 8 BATT FIRE RESISTANT SEPARATIONS: 1 HOUR TENANT SEPARATION IS PROVIDED BETWEEN INDIVIDUAL SUITES, SEE PLAN. PARTITION TYPE: PENETRATIONS IN FIRE RATED ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE TO SECTION 714 OF FBCB MARK FIRE LAB # STC MATERIAL TYPE GRAPHIC DESCRIPTION 5r3 GYP. 6D. PROJECT 3-5/8" MTL STUDS % l-CHANNELAND PROTECTION OF OPENINGS AND PENETRATIONS OF RATED ASSEMBLIES: ALL PENETRATIONS A N/A N/A NIA W/ 5/8" GYP. BD. BOTH ruosalsoc OF RATED ASSEMBLIES SHALL BE INSTALLED ACCORDING TO RATED ASSEMBLY DETAILS. SIDES i� 576'GYP. SO. _ 7��7 _. FIRE SUPPRESSION SYSTEM: YES; SEE FIRE SPRINKLER PLANS AND CALCULATIONS BY OTHERS. PARTITION NOTES GENERAL NOTES 1. ALL PARTITIONS SHALL HAVE MIN. 25 GAUGE OR HEAVIER AND MIN. 3-5/8" DEPTH STUDS TYPICAL AT 16" O.C. MAX. SPACING, UNO. ALL PARTITIONS TO BE INSTALLED PER ASTM C754. 1. THE EXISTING SPRINKLER SYSTEM SHALL BE EVALUATED ACCORDING TO THIS REVISED 2. PARTITIONS INDICATED TO TERMINATE 6" ABOVE CEILING SHALL BE BRACED TO STRUCTURE PLAN/LAYOUT BY AN APPROVED AUTOMATIC FIRE SPRINKLER CONTRACTOR WHO MUST ABOVE WITH MIN. 20 GA. -.MTL. AT INTERVALS OF 4'-0" O.C. MAX.; ALTERNATING SIDES, AT SUBMIT COMPLETE ENGINEERED SPRINKLER AND HYDRAULIC CALCULATIONS SIGNED AND CORNERS AND INTERSECTIONS AND EACH SIDE OF ALL DOOR AND WINDOW OPENINGS. SEALED BY A REGISTERED PROFESSIONAL FLORIDA ENGINEER. THE SYSTEM SHALL COMPLY BRACES TO BE OF SAME SIZE AND GAUGE AS WALL FRAMING TYPICAL. WITH NFPA SECTIONS 13, 14. 20 AND ALL APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE. 3. SOFFIT FRAMING SHALL BE MIN. 18 GAUGE OR HEAVIER AND MIN. 3-5/8" DEPTH STUDS TYPICAL AT 16" O.C. MAX. SPACING LINO. 2. THE CONTRACTOR SHALL PROVIDE AND INSTALL 10 LB. ABC TYPE UL LISTED FIRE EXTINGUISHER AT 1 PER 75' OF TRAVEL DISTANCE OR PER 2,000 S.F. OF AREA. LOCATION 4. ALL GYPSUM WALLBOARD SHALL BE 5/8" THICK MIN.; UNO. SHALL BE APPROVED BY FIRE MARSHALL PRIOR TO INSTALLATION. 5. ALL PARTITIONS IN RESTROOMS, STORAGE AND .WORKROOMS SHALL HAVE MOISTURE 3. EXISTING ILLUMINATED EXIT SIGNS AND EMERGENCY LIGHTING SHALL BE EVALUATED BY A RESISTANT GYPSUM WALLBOARD TYPICAL. FLORIDA LICENSED ELECTRICAL CONTRACTOR TO VERIFY PROPER FUNCTION TO INCLUDE POWER SUPPLY, BATTERY AND BULB FUNCTION, VIABILITY AND LUMENS AT THE EGRESS PATH. 6. ALL PARTITIONS SCHEDULED TO RECEIVE TILE FINISH SHALL HAVE CEMENT BOARD IN LIEU OF GYPSUM BOARD TYPICAL. 7. FOR PARTITION ASSEMBLIES WITH INSULATION, INSULATION SHALL EXTEND THE FULL HEIGHT OFTHE PARTITION. AT EXTERIOR WALLS, INSULATION SHALL EXTEND THE FULL HEIGHT AND BE SEALED TO THE UNDERSIDE OF ROOF DECK TYPICAL. 8. ACOUSTIC PARTITIONS SHALL BE FULLY INSULATED WITH SOUND BATT, AND ALL PERIMETER FAND OPENING FRAMING JOINTS SEALED WITH ACOUSTIC SEALANT TYPICAL. -''� 9 9. PROVIDE ALL HARDWARE, FRAMING, BRACING &BLOCKING, AND GROUNDS AS c� REQUIRED FOR INSTALLATION OF EQUIPMENT TO BE MOUNTED IN OR ON PARTITIONS. i COORDINATE REQUIREMENTS FOR THESE ITEMS PRIOR TO APPLYING FINISH SURFACE TO I PARTITION ASSEMBLY. 6 max 17-25 - FASTENERS SCHEDULE: 150 430-635 (a) (b) TRACK RUNNER P.A.F.S AT 24" O.C. MAX, CORNERS, INTERSECTIONS, AND END WALL elevation plan HILT[ X-C 20 THP OR EQUAL W/ 13/16" LENGTH AND 0.138" SHANK THK. FIGURE 306.2 TOE CLEARANCE STUDS (2) PAN HEAD DRILLER SCREWS EA. SIDE TOP AND BOTTOM AT OPENINGS, CORNERS, INTERSECTIONS, AND END OF WALL: GRABBER MIN. SIZE 6 X 7/16" #2 OR EQUAL 8 min FURRING TEK SCREWS ON ALTERNATING FLANGES AT 24" O.C. MAX. AND ENDS 205 BRACES BRACES TO TOP TRACK - MIN. (3) PAN HEAD SCREWS; GRABBER MIN. SIZE 6 X 7/16" #2 OR EQUAL TOP TRACK BRACES TO STRUCTURE ABOVE - MIN. (3) PAN HEAD SCREWS TO CROSS - h MEMBER SECUR'BOTTOM D TO ADJACENT ROOF FRAMING MEMBERS, OR THRU c0 9 min H B TT M JOIST CHORD'GRABBER MIN. SIZE 6 X 7/16" #2 OR BOLT THROUG O O N � 230 EQUAL L.L1 -J O DOOR SCHEDULE � LL1 11 mini DXXX DOOR NUMBER (E) = EXISTING Z Q 1= C�, 280FRAME A = 3'-0" X 7'-0" MTL D... (a) X X X DOOR A = 3'-0" X 7-0" WD O u, ONO elevation HARDWARE GROUP A = PASSAGE SET 1--- U 04 DOOR ELEVATION B = PRIVACY SET Q FIGURE 306.3 KNEE CLEARANCE FRAME � ELEVATION C =OFFICE FUNCTION C j Q 36 mm D = STOREROOM SET \ C 24 min 915 12 min E = PANIC DEVICE; SEE NOTES / er � � 0:� 54 370610 305 SOLID CORE WOOD DOORS AND METAL FRAME WITH LEVER O v O 0- O 12 max OPERATOR, THREE HD HINGES PER LEAF; RATED DOOR IN Z O U �- sos I 42 min l RATED WALLS AS INDICATED ON PLANS.LLJ F- z l joss I Z 0 Q transfer DOOR FRAME ELEVATIONS xD DOOR ELEVATIONS O X O D_ Z r 11 G �- z Q side 3'-0" \/ O -j Z /\ Z 1z OR+C E11 ` FIGURE 604.5.1 SIDE WALL GRAP FIGURE 604.5.2 REAR WALL GRAB, U O BAR AT WATER CLOSETS BAR WATER CLOSETS ` 00 _ ¢ Lu jE } Ja.. :F. i / L7 c a L Emit /. s.j 00- ` 7-9 O \ A 1 r r' f REQUIREMENTS: NUM. CLASS OCC. DESC. W.C. LAV. D.F. OTHER 1 ASSEMBLY A-3 MALL 11125M 1/65F 1/200 11500 1 S.S. 200 OCCUPANTS; WATER CLOSET: 100 MALE/] 00 FEMALE; (3) ACCESSIBLE WATER CLOSETS PROVIDED WITHIN THE BUSINESS FOR EMPLOYEE/GENERAL USE & MULTIPLE RESTROOMS AVAILABLE WITHIN THE MALL AND LESS THAN 300 FEET DISTANCE, ONE DIRECTLY BELOW THE BUSINESS AND ONE IN THE FOOD COURT AREA. LAVATORY: ONE ACCESSIBLE LAVATORY IS PROVIDED AT EACH RESTROOM (3) .FOR EMPLOYEE/GENERAL USE. DRINKING FOUNTAIN: (1) HI/LOW DRINKING FOUNTAIN IS PROVIDED SERVICE SINK: (1) SERVICE SINK IS PROVIDED MECHANICAL WORK THERE ARE NO MECHANICAL CHANGES PROPOSED FOR THIS PROJECT. ANY PROPOSED ` MECHANICAL ADDITIONS OR ALTERATIONS WILL REQUIRE A SEPARATE PERMIT PRIOR TO COMMENCEMENT OF ANY MECHANICAL WORK. GENERAL CONTRACTOR SHALL BE REQUIRED TO ` PROCURE SUCH PERMITS AND NOTIFY THE .ARCHITECT OF SUCH PROPOSED ALTERATIONS. ROOF JOIST ONTINUOUS 18 ACK TO )E OF JOIST, STH OF EW OUS 18 GA 10" ) EXISTING JDS, (2) S EACH STUD CONNECT 8" 18 BRACING AT +/- TYPICAL FOR )F OPENING INSTALL NEW CONTINUOUS TRACK AT BASE OF NEWLY CUT STUDS AND FASTEN TO EXISTING STUDS; SEE FASTENER SCHEDULE l 4 SEAL . 4XN� t. . f> igitally„signed by andy Burnbalough Rp. 11 hifect at0i�1'AR0095295 15 48.57 -0500' REVISIONS # DATE DESCRIPTION 1 2018.10.31 Comment Responses DRAWING IN PROJECT NUMBER: 2018.60 DRAWN BY: PC CHECKED BY: RB ISSUE DATE: 2018.08.29 SHEET IDENTITY PRELIMINARY PARKING STUDY A] 01