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HomeMy WebLinkAbout1450 W 1 St 16-2545 Plans Int. remodelINTERIOR ALTERATION AA C000606 SANFORD BUILDING DIVISION A PERMR' ISSUED SHALL BE CONSTRUkD TO BE A LICENSE TO PROCEED WITH THE WORK'AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THEco CODES. OR SHALL S UANICCE ONS TCHNICAL OF EDUCATION • rn • W OFOFTHE A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTERDEPARTMENT REQUIRING A CORRECTION OF ERRORS IN PLANS, ^ d Ca C/) a CQ CONSTRUCTION OR VIOLATIONS OF THIS CODE P o LEXINGTON PLAZA RETAIL CENTER—Suite 7 Cn Z a� a E� w A ~w 1400 W. 1st STREET Initials & Date ~ SANFORD, FLORIDA, 32771 ClfyofSonford 'n Oil.11 Grease Progra-9110 Y Initials & Date E- G7 0 �D ? W 1E".�y1 P, ' 0, ARCHITECTURAL SITE PLAN: PROJECT INFORMATION: DRAWING INDEX: DRAWING SYMBOLS: y Mco CODES: AO.0 COVER SHEET/ INDEX/ INFORMATION SYMBOL DESCRIPTION WW1 AREA - - - - - - ---..��-.._�--�---�----•-• FLORIDA BUILDING CODE BUILDING, 5th EDITION 2014 FLORIDA BUILDING CODE ACCESSIBILITY, 5th EDITION 2014 ARCHITECTURAL SITE PLAN N r � A0.1 LIFE SAFETY PLAN NORTH ARROW u%0f FLORIDA BUILDING CODE ENERGY CONSERVATION, 5th EDITION 2014 ------------------------------------------------------------------------------------------------------ - FLORIDA BUILDING CODE EXISTING BUILDING, 5th EDITION 2014 A2.1 FLOOR PLAN, SCHEDULES &DETAILS FLOUR PLA1 " "'° DRAWING TITLE T -----------------------------------r ---------------- F------------------�------------------T7-----------------7_r------------------M1-j; FLORIDA BUILDING CODE MECHANICAL, 5th EDITION 2014 FLORIDA BUILDING CODE PLUMBING, 5th EDITION 2014 BUILDING SECTION NATIONAL ELECTRICAL CODE N.F.P.A. 70, 2011 EDITION FLORIDA FIRE PREVENTION CODE, 5th EDITION 2014 �3 WALL SECTION I BUILDING LIFE SAFETY CODE N.F.P.A. 101, 2012 EDITION 3 INTERIOR ELEVATION I I 18,52 SQ.FT. i OCCUPANCY: I iI I "B" BUSINESS OFFICEb ROOM NAME � f~ PROJECT TEAM: OCCUPANT LOAD f� "4 REVISION AREA AND SYMBOL o W �� OFF C S:8 100 sf...................................................... 8 OCCUPANTS (RECEPTION) 77/15 sf................................... S OCCUPANTS 4,_6 �j - - j TOTAL= 13 OCCUPANTS OWNER: DIMENSION TO FACE z W TYPE OF CONSTRUCTION: QG INVESTMENTS LAND AND BUSINESS INVESTORSr 2a 10b c FIRE EXTINGUISHER, 51b. W N91 ,I Cd CO NEW HANDRAILS TO EX15TINCs _ - :,.,.. _ RAMP -SEE DETAIL SHEET AO.I. I Q W TYPE IIB, SPRINKLERED, UNPROTECTED, AZIM MANJI, PRES. 204 N. ELM AVENUE a M-� (IYP) _ p z 35'R (TYP) CLASSIFICATION OF WORK: ALTERATION; LEVEL II SANFORD, FLORIDA 32771 PHONE: (407) 330-7383 FAX: (407) 330-7388 ®� DOOR NUMBER D EXISTING CONCRETE TILT UP WALL ZO C--r � z �r I ( BUILDING AREA: j Z BUILDING AREA 18,527 sq. ft. ARCHITECT: C� PROPOSED DEMOLITION ►--I �)----- Q PROPOSED LEASE SPACE 1,305 FUI HARTER - ADAMS P.A. O I — I Z STRUCTURAL DESIGN CRITERIA: WI TERGPARK FLE32789E 110 PROPOSED 8" GALV. METAL STUDS -FLUSH r , 'VAN PHONE: (407) 647-5767 NEW ACCESSIBLE' -- SIGNAGE BASIC WIND SPEED............140 mph FAX: (407) 647-2062 CONTACT: TOM ADAMS PROPOSED 3-5/8" METAL FRAME STUD PARTITIONS © F� v] a5 Use coefficients from Chapter 16 F.B.C. TO 6" ABOVE CEILING � RISK CATEGORY ......... 11 EXPOSURE ........ C F-1 COMPONENTS AND CLADDING MAXIMUM DESIGN WIND PRESSURE: n PROPOSED RATED WALL TO ROOF DECK p I ' I 09 ® 11 WALLS......................+21.2 psf, -28.3 psf ROOF ......................+12.2 psf, -33.7 psf PERMIT i_ /� 9r O FOUNDATION DESIGN BASED ON ALLOWABLE SOIL BEARING PRESSURE O OF 2000 psf. (�)�Tu PROJECT SUM MARY: VICINITY MAP: B`°�' 5EIBACK E16A(.MINBLDa. THE SCOPE OF WORK INDICATED ON THESE DRAWINGS IS AN 50 INTERIOR ALTERATION FOR A SPACE WITHIN AN EXISTING SINGLE PROJECT I L-----------------------------------------------------------------------------------_- _- ------------------------------------`---------------------------------- --- ------------------- STORY MASONRY BUILDING. SCOPE OF WORK SHALL CONSIST OF SITE NEW PARTITIONS AS NOTED ON PLANS. THE OCCUPANCY AND USE W. ISt, STREET REV 181 O N SHALL BE CATEGORIZED AS "B" BUSINESS. ALL HVAC, ELECTRICAL 46 AND PLUMBING FIXTURES ARE EXISTING AND SHALL REMAIN WITH NO Q Q CHANGE. ----------- - — TOTAL AREA ..................2,525 s.f. Z 25'MIN.BUFFER NO. EXITS REQUIRED: 2 O 2NO. EXITS PROVIDED: 2 It 7:3- - - - - - - --------------------- ----- ------------------ ---------------•---............................. _.._._..__.._............ .----- ---- - --- ---- - MAX. DISTANCE TO EXIT REQ'D: 300' r JOB NO. 16070 MAX. DISTANCE TO EXIT PROVIDED: 83'-10" 1-4 3 '-- cf) S.R. 46 (1St. STREET) PARCEL ID: PROVIDE FIRE EXTINGUISHERS HAVING A MINIMUM RATING OF z 46 DATE A 25-19-30-5AG-0217-0000 'V LEGAL DESCRIPTION: ALL BLK 2 TR 17 & E 1/2 OF VACD ST 2A-10B—C FOR EVERY 3000 SQUARE FEET OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. MOUNT AT 33—Y2" A.F.F. INSTALLED IN APPROPRIATE LOCATIONS AS 41� ®���C� 08/01/2 016 SHEET ADJ ON W TOWN SITE PLAN OF SANFORD PB 1 PG 113 DIRECTED BY FIRE MARSHALL TO MEET LOCAL CODES. - AO.O �rALE: 1"=25'-�° ANY MODIFICATION TO EXISTING FIRE PROTECTION/ ALARM SYSTEMS SHALL BE DONE BY A REGISTERED FLORIDA PROTECTION ENGINEER P. e• -' ° Y �IUL1�;Z_ i--�-�. AND SUBMITTED UNDER A SEPERATE PERMIT. L 1 OF 3 a — rel A N —A —1-1A' MIAMFTFR ,—EXISTING CONCRETE RAMP eCALE: '/,'=r -m' LICE 5AFETY LEGEND: ® EXIT SIGN r WALL MOUNTED EMERGENGY LIGHT 50' TRAVEL DISTANCE FIRE EXTINGUISHER I I i BUILDING EXIT 33' GLR 165 CAP. EXISTING CMU/ STUD FRAME WALL EXISTING I -HOUR RATED METAL FRAME PARTITIONS TO ROOF DECK A50VE W/ No' GYP. 5D. ON EACH SIDE PROPOSED METAL FRAME PARTITIONS TO 6' A50VE CEILING W/ 11/2' GYP. 5D. ON EACH SIDE PROVIDE FIRE EXTINGUISHERS HAVING A MINIMUM RATING OF 2A-hD5-C FOR EVERY 3000 SQUARE FEET OF FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 15 FEET. MOUNT AT 331i2' AFF. INSTALLED IN APPROPRIATE LOCATIONS AS DIRECTED 5Y FIRE MARSHALL TO MEET LOCAL CODES. AA C000606 REVISION JOB NO. 18070 DATE 08/01/2016 SHEET LIFE SAFETY PLAN AQ , SCALE: /4'=1'-m' �� /ZI 2 OF 3 DOOR SCHEDULE NO. TYPE SIZE DESCRIPTION FRAME FIRE EXTINGUISHER HARDWARE NOTES 0 EXISTING: 6' CMU/ STUD WALL ® EX15TING I HOUR RATED NO. 'TENANT SEPERATION WALL' O PROPOSED METAL FRAME TOILET PAPER HOLDER (DOUBLE) PARTITIONS I, ALL LOCKSETS SHALL BE CLG HT. NOTES IK LEVER HANDLE SCHLAGE q FIN15H ON INTERIOR WALLS Lv a n SATURN' COMMERCIAL DUTY. Q U Q V 2. HARDWARE FINISH U526D 3. HINGES PAGER OR EQUAL N Q � 3 �(D �� p N = v 0 a U 1 >- awry $ LOCKS SHALL NOT REQUIRE USE OF z = C z g = z q Ir in _ -4 q Q Q KET, TOOL OR SPECIAL KNOW -EDGE N Z ,z Q- D F - 4 p Q U F p r}> tQ Q Q= tt m Q w OR EFFORT FOR OPERATION FROM EGRESS SIDE. = r (L 0 PROVIDE PLYWOOD BACKING rx 1 =t 0 r ci U4_ U- D1 A Pr -T-0' T-0' 131/4' • FOR ALL WALL MTP FIXTURES • ALUM 1 • 9.0. • • EXISTING D2 B 3'-0' '1'-0' 13/4' • • ALUM • • • • • NEW D3 C 3'-0' 6'-8' 11/2' • Qom. • Q • • N NEW 04 C 3'-0' 6'-8' 11/2' • U> • • • • NEW 05 C 3'-0' 6'-8' 1'1/2' • • • • NEW D61 p Pr. 2'-6 6'-8' 1 111/2' 1 Lu J cv • NEW -APA HANDLES ON EA. DR NOTE: ALL DOOR HARDWARE WILL COMPLY WITH ACCESSIBILITY REQUIREMENTS OF FBG II -4.13.9. LEGEND OI DOOR NUMBER C1 EXHAUST FAN FE FIRE EXTINGUISHER O (MIN. SIZE 2AIO5C) 0 EXISTING: 6' CMU/ STUD WALL ® EX15TING I HOUR RATED NO. 'TENANT SEPERATION WALL' O PROPOSED METAL FRAME TOILET PAPER HOLDER (DOUBLE) PARTITIONS 41 A DOOR TYPES NTS B C D 0 O -iN ROOM- X— o 0 - -\ NOTE: TACTICLE CHARACTERS ON SIGNS SHALL ESE LOCATED A MINIMUM OF 48' AND MAXIMUM OF 60' A.F.P. FROM BASELINE OF THE HIGHEST CHARACTER 7 TACTILE SIGN DETAIL SCALE: N.T.S. FINISH SCHEDULE - INT. -DESCRIPTION Q I� MIRROR O GRAB BAR - 42' O DOUBLE ROBE HOOK O PAPER TL EL 1 (BEHIND BATH DOOR) NO. ROOM FLOOR BASE TOILET PAPER HOLDER (DOUBLE) WALLS B CLG HT. NOTES F FIN15H ON INTERIOR WALLS Q U 4 CLG SHALL BE MINIMUM �(D �� O CONCRETE FLOOR SLAB CONC. FLOOR SLAB CONC. FLOOR SLAB z FIRE -RATED WALL 1EX15TING) CLA55 'C' W N Z Z q u Q PROVIDE PLYWOOD BACKING 1 =t 0 r ci U4_ U- (3 FOR ALL WALL MTP FIXTURES x X N (L (K Z Z Z Qom. i'� Q cfl Z N O U> U V ? U k5-4 Lu J cv 101 NEW RECEPTION 14161 • 10'-0' 102-105 EX15TING OFFICES • • • • • 8'-0' 106 EXISTING LAN ROOM • • • • • 10'-0' 101 EXISTING TOILET • • • O O • 10'-0' 105-110 EXISTING CLOSETS 10 O • • • 1 10'-0' III EXISTING HALL 10 • 1 10191 1 10110'-0' NOTE: I. SIGNS SHALL BE INSTALLED TO DESIGNATE ALL PERMANENT ROOMS AND SPACES. WINDOW TYPES T A MIN. 30'x 48' CLEAR FLOOR SPACE SHALL BE MAINTAINED IN FRONT OF WATER FOUNTAIN 19' � WATER FOUNTAIN SCALE: N.T.S. (EXISTING) ROOF DECK ROOF 0❑ ACCE550RIE5 SCHEDULE - INT. -DESCRIPTION Q I� MIRROR O GRAB BAR - 42' O DOUBLE ROBE HOOK O PAPER TL EL 1 (BEHIND BATH DOOR) O (R5P DISPOSAL EGESSED) MAXIMUM 48' AFF. e ACCESS. UNITS O TOILET PAPER HOLDER (DOUBLE) O SOAP DISPENSER B TENANT A O GRAB BAR, 36- IN5TA-14OT I \ El 3 a e v _ INSULATED PIPE 5EE PLANS SEE PLANS TOILET ELEVATIONS SCALE: '14'=1'-0' (EXISTING) ROOF DECK —O EXT. - INT. Q SHEET FLOOR PLAN - SCALE: 114'=P-0' ! O OTENANT 3 0F 3 B TENANT A �(D �� = CONCRETE FLOOR SLAB CONC. FLOOR SLAB CONC. FLOOR SLAB 4 EXTERIOR WALL3 (EXISTING) FIRE -RATED WALL 1EX15TING) INTERIOR WALL SEE PLANS I. TOP AND BOTTOM RUNNERS 2. SOUND ATTENUATION INSULATION 3. Na' GYP. BD. WALLS 4. 1/2' GYP. BD. WALLS/ CEILING 5, SUSPENDED ACOUSTICAL CEILING 6. 3-Y WIDE METAL STUDS (U.N.O.), AT 24' O.G. MAX., GAUGE PER CHART BELOW, (25 GA. MIN.). 25 GA. II' -0' MAX. UNBRACED PARTITION HGT. 20 GA. 14'-0' MAX. UNBRACED PARTITION HGT. IS GA. Il' -0' MAX. UNBRACED PARTITION HGT. 16 GA. 20'-0' MAX. UNBRAGED PARTITION HGT. 1. 51e' PLYWOOD DECKING S. STEEL 5EAh'1 9. FIRESAFING SEE U.L. SYSTEM -HW -D-0041 10. STEEL DEAM 11. MASONRY WALL (EXISTING) REPLACE EXISTING DOOR WITH 3010 H.C. W/ THUMB TURIN CYLINDER LOCK � � I s ' 0 LAN ROOM �4" 4'- D4 4 3'-8.' I� 4 9 ' TOILET D3 ME� F� O ----I-S�p i OFFICE -4 c{l ABV L____-__L_____J CL. D6 D6 ' I- 2' -I0" 4" 4'_2" 4" _-� HALL I CL. �I D6 �' -1'-4" Z ' 4� " w P NEW 61 RECEPTION ' r OFFICE -3 12'-m" OFFICE -2 12' -fl " OFFICE -1 NEW 4030 F.G. WINDOW REVISION 1 4" 8'-4'�- D2 \ JOB NO. 16070 DATE 08/01/2016 SHEET FLOOR PLAN A2.1 SCALE: 114'=P-0' ! 3 0F 3 2 STREET VIEW NOT TO SCALE IATHROOMS. OTAL UNDER ROOF: IDEWALKS/DRIVEWAYS: TORIES: BUILDING CLASSIFICATION YPE OF CONSTRUCTION: 2 1106.00 SQ.FT 502.75 SQ. FT 1 x R3 TYPE VB S89 27'33"E 53.00' A0.0 COVER SHEET 3, 802.5 Sq Ft FOUNDATION PLAN h 0.087 ACRES ❑ .4' 0.6' 5.,31' ------—--15'BSL—- C \ 17 IX ELEVATIONS A2.0 EXTERIOR ELEVATIONS ❑ DETAILS A5.0 DETAILSF-1 _.._- A5.1 DETAILS ❑ SPECIFICATIONS A6.0 SPECIFICATIONS ❑ ELECTRICAL SHEETS E1.0 ELECTRICAL PLAN ❑ PROPSED ONE i�RESIDENCE STOR o PROf"'OSED FINISH FLOOR ELEVATION WILL BE< 16" ABOVE CROWN 3 OF\57H STREET i ` vv vFwnr '---,-- 05.1' - LI J 18' I/EWA Y h rid o I N, N90000'0 "W , 53.1 17.02' A0.0 COVER SHEET ❑ _ FOUNDATION PLAN h , ❑ .4' 0.6' ❑ I C A1.0 FLOOR PLAN 17 IX ELEVATIONS 0. ENC 5 SIDEWALK 4 o EDGE OF PA VEMENT _577-1 STREET _ I (66' RIGHT—OF—WAY WIDTH) 2 0 SITE PLAN .qrAI F 1„ =10' 0 5 10' 20' A/C 4' PA VF.R SIDEWALK RECORD COPY REVIEWED FOR CODE COMPLIANCE � .SE PLANSEXAMINER -1-'1 - I (o DATE ANFORD BUILDING DIVISION A PERMIT I86UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection Issued COVER SHEET & GENERAL INFO A0.0 COVER SHEET ❑ _ FOUNDATION PLAN ----------------- — — S1.0 FOUNDATION ❑ ROOF FRAMING S2.0 ROOF FRAMING ❑ PLANS A1.0 FLOOR PLAN ❑ ELEVATIONS A2.0 EXTERIOR ELEVATIONS ❑ DETAILS A5.0 DETAILSF-1 _.._- A5.1 DETAILS ❑ SPECIFICATIONS A6.0 SPECIFICATIONS ❑ ELECTRICAL SHEETS E1.0 ELECTRICAL PLAN ❑ ROBERT F. SONBERG SEMINOLE COUNTY ARCHITECT COVER SHEET RECONSTRUCTION PROJECT 6/7/2016 1�1113 Bent Tree Drive Palm Beach Gardens FI. 33418 610 E. 5TH STREET ��a% f T" F r PH: 561 -691-9277 CELL: 561 460-5635 SAN FORD, FLORIDA 32771 AO. 0 r 11 lccrelRnh\Crnhlrart 10 Prnianlc\iF-dit-iQ 9RR-9R 1048SO. FT\(:ii ,t Plan\16-411-19 2RR-?RA 1048 SO. FT_. oln