|
STRUCTURAL DESIGN CRITERIA:
<br />1. CODES AND REFERENCES
<br />1.1 FLORIDA BUILDING CODE 2001 (FBC 2001) EXISTING BUILDING VOLUME
<br />W/ 200S SUPPLEMENTS
<br />12 AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318-02)
<br />13 AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (ACI-530-02/
<br />ASCE-5-02/TI1S 402-02 AND SPECIFICATIONS FOR MASONRY STRUCTURES
<br />(ACI 530 I/ASCE 6-021TMS 602-02)
<br />3.) CONCRETE: (FLOOR SLAB CUTS FOR PROPOSED UTILITIES.)
<br />3.1 ALL CONCRETE SHALL BE NORMAL WEIGHT UNLESS OTHERWISE NOTED.
<br />3.2 APPLICATION:
<br />USAGE AGGREGATE SIZE
<br />SLAB ON GRADE 3/4' 3000 PSI
<br />33 DESIGN MIXES TO BE PREPARED PER ACI 301
<br />3.4 FLY ASH CONTENT NOT TO EXCEED 25% OF CEMENT CONTENT PER WEIGHT.
<br />3.5 DESIGN MIXES TO PROVIDE CONCRETE WITH THE FOLLOWING PROPERTIES:
<br />3.6 3000 PSI, 28 DAY COMPRESSIVE STRENGTH, WIC RATIO = 0.54
<br />MAXIMUM FOR NON -AIR -ENTRAINED AND 0.46 MAXIMUM
<br />FOR AIR ENTRAINED.
<br />3.1 OPERATION INSTALLATION AND PROCEDURE TO COMPLY WITH ACI STANDARDS
<br />3.8 CONCRETE t MINIMUM COMPRESSIVE STRENGTH OF 3000 per At 28 DAYS (U.ON.)
<br />3.9 REINFORCEMENT REBARS ASTM A615 GRADE 40 U.N.O.
<br />4.0 WELD WIRE FABRIC (WWF ASTM AMD)
<br />4.1 LAP SPLICES AND HOOKS SEE TABLE.
<br />42 CONCRETE FORM WORK:
<br />A.) ALL FORM WORK AND SHORING SHALL BE DESIGNED FOR ACI STANDARD 341.
<br />RECOMMENDED PRACTICE FOR CONCRETE FORMWORK.
<br />4. SOIL
<br />4.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF U.N.O.
<br />5.0 LIGHT GAGE METAL STUD FRAMING
<br />5.1 FRAMING AND MATERIALS
<br />A. STUDS AND TRACKS: ASTM C-645t GALVANIZED SHEET STEEL, C SHAPE WITH KNURLED
<br />FACES. 20 GAGE MINIMUM.
<br />S. STUD SPACER BARS: 'I/8' X 1/8' BY 50' LONG, RIGHT ANGLE SHAPED BAR,
<br />PRE -NOTCHED FOR 12', 16' AND 24' CENTERS ( 20 GAGE ).
<br />C. DEFLECTION TRACK: MANUFACTURER'S STANDARD DEEP LEG TRACK 20 GAUGE
<br />MINIMUM.
<br />52 INSALLATION
<br />A. INSTALL STEEL FRAMING TO COMPLY WITH ASTM C-154 AND WITH ASTM C-840
<br />REQUIREMENTS THAT APPLY TO FRAMING INSTALLATION.
<br />B. INSTALL SUPPLEMENTARY FRAMING, BLOCKING, AND BRACING AS REQUIRED.
<br />C. ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE TO PREVENT TRANSFER OF
<br />LOADING IMPOSED BY STRUCTURAL MOVEMENT. COMPLY WITH MANUFACTURER'S
<br />SPECIFICATIONS.
<br />D. INSTALL TRACKS AT FLOORS, CEILINGS AND STRUCTURAL WALLS AND COLUMNS WHERE
<br />GYPSUM BOARD STUD ASSEMBLIES ABUT OTHER CONSTRUCTION. FIRESTOP PARTITIONS AT
<br />STRUCURAL ABUTMENTS: WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR
<br />WALLS, INSTALL ASPHALT FELT STRIPS BETWEEN STUDS AND WALL.
<br />E. FURRING, FRAMING AND ACCESSORIES: ASTM C-645
<br />F. FASTENERS: ASTM C-1002
<br />G. ANCHORAGE t0 SUBSTRATE: TIE WIRE, NAILS, SCREWS AND OTHER METAL SUPPOERTS,
<br />OF TYPE AND SIZE TO SUITE APPLICATIONt OR RIGIDLY SECURE MATERIALS IN PLACE.
<br />H. FRAME DOOR OPENINGS PER MANUFACTURER'S DETAILS.
<br />Ha
<br />N 000 NE
<br />TRUST
<br />51L�COOUA :;T!515N
<br />ORcjf=/ LLC*4
<br />12216 ?NNE KENIA DR.
<br />P.O. BOX 1541 (MAILING)
<br />THONOT05A55A, FL 335c1.2
<br />PHONE: (813)�186-6501
<br />CELL: (813)3a3-61801
<br />esi Icoxialtampabay.rr.com
<br />ERNEST S. SILGOX, PRESIDENT
<br />5 1 LC110ax
<br />ENeINEERINe, INC.
<br />.411 a GORSA6E DR.
<br />LUTZ, PLORID,4 33558
<br />PHONE :(813) 920-41I412
<br />ERNE57 5. 51LGOX F.E.
<br />REC. #81(01
<br />WffImo=
<br />OREA7 CoeLlf=
<br />FlNtLLA5 CeOJNTY
<br />INSPECTIONS NOTE:
<br />ALL PLUMBING, ELECTRIAL, AND MECHANICAL
<br />ROUGH -INS MUST BE COMPLETE, INSPECTED,
<br />AND APPROVED BEFORE REQUESTING THE
<br />FRAMING INSPECTION.
<br />L—> ,a. L L. 11__.1 I
<br />SHT. I COVER SHEET
<br />SHT. 2 EXISTING FLOOR PLAN AND PROPOSED FLOOR PLAN W/ LIFE SAFTY
<br />SHT. 3 METAL STUD INFORMATION
<br />SHT. 4 EXISTING ELECTRICAL
<br />SHT. 5 PROPSED ELECTRICAL
<br />Pbft be advised this review of Plans s
<br />F �+!
<br />SHT. 6 PLUMBING PLAN
<br />t0 assist the contractor in comphanag t#IINI
<br />SHT, 1 FLUM51NG RISERS
<br />3 codes. Tft Review is to w.7CK ed
<br />be a OW approval of the ftbrnift i. It is the
<br />lradot•'s sty tespotyit ►10 WOW OW the plans are ja
<br />caWa M *& d appNCalble NFPA codes and
<br />bw m*m"L In #WOW# OW b#W @lti lirk-&1;
<br />SUBMITTED PLAN(S) HAVE BEEN REVIEWES
<br />BY ZEP MARSHAL'S
<br />or
<br />sb � �0*1 Or11p1lmm, It shall I)e
<br />the r� lO��i►
<br />OFFICE
<br />Date:
<br />$* expense to
<br />91 arlOilili h) t;aOrrlplit�rtW ' Ins MY assturies no
<br />l +Hewer:
<br />W ft cm 1:Cws fa�ttrle 10 be in eonvam=
<br />Cobs VW 1ocs, wounm
<br />f5UIL.=INC_7 GRITr=RI.A
<br />GOVERNING CODES:
<br />FLORIDA BUILDING CODE- BUILDING, 2001 FBC, 2001 EXISTING BUILDING t 2009 SUPPLEMENTS
<br />FLORIDA BUILDING CODE- PLUMBING, 2001 EDITION W/ 200S SUPPLEMENTS
<br />FLORIDA BUILDING CODE- MECHANICAL, 2001 EDITION W/ 2009 SUPPLEMENTS (EXISTING RELOCATION OF SUPPLIES
<br />AND RETURNS ONLY)
<br />FLORIDA FIRE PREVENTION CODE, 2004 EDITION
<br />NATIONAL ELECTRIC CODE, NFPA 10, 2005 EDITION
<br />BUILDING
<br />CONSTRUCTION :
<br />INTERIOR HAIR DRESSER BUILDOUT
<br />GROSS ENCLOSED BUILDING AREA: 1400 SF
<br />SINGLE STORY
<br />CODE REQUIREMENTS FLORIDA BUILDING CODE FLORIDA FIRE PREVENTION
<br />CODE
<br />OCCUPANCY GROUP 'B' - BUSINESS
<br />TENANT SEPARATED IS EXISTING
<br />SPECIAL OCCOPANCY NONE
<br />REQUIREMENTS
<br />CONSTRUCTION TYPE Y -UNPROTECTED, FLORIDA BUILDING CODE -
<br />TYPE OF BLDG. NON-COMBUSTABLE, NON SPRINKLED BUILDING, GOVERNIS
<br />FEATURES OF ALL WALLS GREATER THAN 10' FROM PROPERTY
<br />FIRE PROTECTION LINE. NO LIMIT TO UNPROTECTED OPENING
<br />TABLE 104.8
<br />TENANT
<br />SEPARATION
<br />2 HOUR FIRE WALL
<br />FIRE RESITANT (0) HOUR RATING FOR BUILDING ELEMENTS
<br />RATING REQ. FOR
<br />BUILDING ELEMENTS ALL EXTERIOR WALLS ARE GREATER THAN
<br />e EXTERIOR WALLS 10 FT. FROM PROPERTY LINES: (0) HOUR
<br />RATING FOR EXTERIOR WALLS
<br />TABLES 601 t 602
<br />OCCUPANT LOAD BUSINESS AREA 100 SF GROSS= 1400 SF NET AREA
<br />PER TABLE 1004.1.1 PEOPLE LOAD = 14
<br />NUMBER OF EXITS 12 REQUIRED, 2 PROVIDED TABLE 1019.1
<br />TRAVELMAX I ASSEMBY '15' TABLE 10192
<br />I DISTANCE
<br />EGRESS WIDTH I BUSINESS AREA 1400 /100 0 0.20 IN = 2V
<br />TABLE 1005.1 40' PROVIDED
<br />FIRE ALARM SYSTEM
<br />NONE REQUIRED
<br />EMERGENCY LIGHTING
<br />BATTERY POWERED, W1
<br />INTEGRAL CHARCsER, TEST
<br />LIGHT t TEST SWITCH
<br />EXIT LIGHTS
<br />CONTINUOUS OPERATION
<br />W/ BATTERY BACK-UP,
<br />INTEGRAL CHARGER, TEST
<br />1
<br />/
<br />�
<br />LIGHT < TEST SWITCH
<br />FIRE SUPPRESSION
<br />BRACKET MOUNTED PORTABLE 101.5,
<br />RECHAR3A5LE FIRE EXTINGUISHERS,
<br />Zn
<br />ja—f",kCI1 -n
<br />(_ � U
<br />7
<br />HAZARD
<br />NONE
<br />INTERIOR FINISH
<br />FLOORS
<br />CLASS I OR II INACCORDANCE
<br />W/ NFPA 253. FOR MATERIALS
<br />CONTAINING FIBERS.
<br />REVIEW DATE 0
<br />C17Y OF ZEPHYRHILL .w
<br />PLANS EXAMINER
<br />('F`. r Te TT�
<br />. ,L ;.�: j +:�,Ti ev CODE AN__i
<br />WALLS t CLG.
<br />CLASS 'A', 'B' OR 'C' IN
<br />CONFORMANCE W/
<br />ASTM E-84
<br />`Rye^
<br />' m
<br />10-006 GREAT CLIPS
<br />`'tsat_.."
<br />6-4-2010 - PERMIT ISSUE.
<br />REGISTERED ENGINEER
<br />STATE OF FLORIDA
<br />ERNEST
<br />S. SILCOX P.E.
<br />RE6.
<br />#8l61
<br />D"aPLANS ARE THE BOF s"
<br />E+ OMP LL AND E RETURNED
<br />ENGINEERING CERTIFICATION
<br />UPON COMPLETIONOF THE PROJECT, USE OR COPY
<br />IS PERMITTED BY CONTRACT ONLY ANY CHANGES
<br />TO THESE PLANS REGARDLESS OF HOW MINOR
<br />WITHOUT THE WRITTEN APPROVAL OF SILGOX
<br />DESIGN GROUP, LLC. OR ANY CONSTRUCTION
<br />THIS STRUCTURE IS NOT LOCATED IN A WIND-BORNE
<br />EXECUTED FROM THESE PLANS WITHOUT THE
<br />DEBRIS REGION OR FLOOD PRONE HAZARD AREA.
<br />EXPRESS APPROVAL OF SILGOX DESIGN GROUP,
<br />LLC. OR ANY CHANGE SCOPE, DESIGN OR
<br />INTENT FOR ANY REASON 8Y ANY
<br />O BY PERSON OTHER
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
<br />SI.COX DESIGN GROUP. LLC SHALL AUTOMATICALLY
<br />DESIGN ANB FOING IT TO BE IN COMPLIANCE WITH
<br />RENDER SILGOX DESIGN GROUP, U.C. HARMLESS
<br />THE 2007 FLORIDA BUDDING CODE,
<br />TO ANY LIABILITY CLAIMS, SUITS OR LITIGATION
<br />e007 4 2M SUPPLEMENTS, BUILDING VOLUME
<br />7 ANY INTERESTED PARTIES O THE PROSE
<br />, D' BOUND SPECIFICATIONS ACCOMPANY THESE
<br />THIS DRAWING ANON DESIGN IS VALID FOR le NQITHS AFTER
<br />PLANS THEY 94MLO BE READ CAREFULLY FOR
<br />THE DATE IT IS SIGNED AND SEALED.
<br />ADDITIONAL CONDITIONS.
<br />NOTES
<br />CONTRACTOR TO VERIFY ALL DIMENSIONS IN
<br />FIELD AND REPORT ANY DISCREPANCIES TO
<br />ENGINEER PRIM TO STARTING ANY WORK.
<br />
|