|
<br />ALL WORK SHALL COMPLY WITH ALL
<br />PREVAILING CODES, FLORIDA BUILDING
<br />CODE, NATIONAL ELECTRIC CODE AND
<br />CITY OF ZEPHYRHILLS ORDINANCES
<br />
<br />Office
<br />Copy
<br />
<br />tiEVIEVVtD
<br />SEP 1 3 2004
<br />~ bU/~-
<br />
<br />~'...." .- -~
<br />
<br />~.. ~
<br />
<br />24051 ~AZARDOUS LOCA TIONS (GLAZING)
<br />THE FOLLOWING S~ALL BE CONSIDERED SPECIFIC ~AZARDOUS LOCA TlON5 FOR THE
<br />PURPOSE OF GLAZING:
<br />l. GLAZING IN 6WINGING DOOR6 AND FIXED AND6L1DING PANEL6 OF 6L1DING
<br />DOOR A6SE~1BLlE6.
<br />2. GLAZING IN WALLS AND DOORS AND WALL6 OF ENCL06URES FOR HOT TUBS,
<br />WHIRLPOOLS, 5AUNAS, STEAM ROOMS, BA nHUBS, 5~iOWERS ANDOTHER SUCH
<br />FACILITIES WHERE 5UCH GLAZING IS LOCA TED 3611 OR LESS, MEASURED
<br />HORIZONT ALL Y, FROM A 5T ANDING OR WALKING SURFACE WITHIN THE ENCLOSURE
<br />AND WHERE HiE BOTTOM EDGE OF THE EXPOSED GLAZING IS LESS THAN 60"
<br />MEASURED VERTICALLY, ABOVE SUCH STANDING OR WALKING SURFACES.
<br />3.GLAZING IN AN INDiViDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR
<br />WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN
<br />A CLOSED POSITiON AND WHOSE BOTTOM EDGE IS LESS T~AN 60" ABOVE THE
<br />FLOOR OR WALKING SURFACE.
<br />4. GLAZING IN AN INDiViDUAL FIXED OR OPERABLE PANEL, OH~ER THAN n~OSE
<br />LOCA TIONS DESCRIBED IN ITEMS 2 OR 3 ABOVE, THA T MEETS ALL OF THE
<br />FOLLOWING CONDITIONS:
<br />4.1 EXPOSED AREA OF AN INDiViDUAL PANE GREA TER THAN CJ SQ. FT.
<br />41. BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR.
<br />43. TOP EDGE GREA TER THAN 36" ABOVI: THE FLOOR.
<br />4.4. ONE OR MORE WALKING SURFACES WITHIN 3611 HORIZONTALLY OF THE PLANE
<br />OF THE GLAZING.
<br />5. ALL GLAZING IN RAILlNG5 REGARDLESS OF AREA OR HEIGHT ABOVE A
<br />WALKING SURFACE INCLUDINGSTRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL
<br />BALUSTER PANELS AND NONSTRUCTURAL IN-PILL PANELS.
<br />6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING
<br />POOLS AND SPAS WHERE THE BOTTOM EXPOSED EDGE OF OF HiE GLAZING IS:
<br />OX-E5S THAN 6011 ABOVE HiE WALKING SURFACE ON HiE POOL SIDE OF HiE
<br />GLAZING, AND I)) THE GLAZING IS WITHIN 6011 HORIZONTALLY OF H1E WA TERS
<br />EDGE OF A SWIMMING POOL OR SPA. HllS SHALL APPLY TO SINGLE GLAZING AND
<br />ALL PANES IN MULTIBLE GLAZING.
<br />
<br />FBC 10Sh
<br />
<br />FBC 1041h
<br />
<br />FBC 2304.1.13
<br />
<br />FBC 1041.1
<br />
<br />FBC 15030404
<br />FBC 1503.404
<br />FBC 1403.lh
<br />
<br />FBC 181b.1.I
<br />
<br />FBC 181b.ll
<br />FBC 1816.13
<br />
<br />FBC IBlb.Io4
<br />
<br />FBC 1816.15
<br />FBC IBlb.l.6
<br />
<br />FBC 1816.1.6
<br />
<br />FBC 1816.1.1
<br />
<br />FBC 18!6.1.1
<br />
<br />FBC 18161
<br />
<br />FBC 2303.1.3
<br />
<br />FBC 2303.1.4
<br />
<br />FBC 2304.11
<br />
<br />~ .
<br />
<br />THE PROP06ED 5TRUCTURE ISN'T IN THE WIND BORNE DEBRI5 AREA
<br />WIND IHPORTANCE FACTOR (I) .
<br />ALL BUILDINGS AND STRUCTURES EXCEPT THOSE LISTED BELOW:'
<br />BLDG5. AND STRUCTURES WHERE THE OCCUPANT LOAD 15 3000R MORE
<br />INANY ONE ROOM .
<br />HOSPITAL AND MEDICAL FACILITIES HAVING SURGERY
<br />FIRE OR RESCUE AND POLICE ST A TlON6
<br />PRIMARY COMMUN1CA TION FACILITIES AND DI5A5TER OPERA TlON CENTER5
<br />POWER STATIONS AND OTHER UTILITIES REQUIRED IN AN EMERGENCY
<br />BUILDINGS AND 6TRUCTURE5 THA T REPRESENT A LOW ~AZARD TO
<br />HUMAN LIFE IN THE EvENT OF FAILURE, 5UCH A6 AGRtCUL TURAL BLDG6.
<br />SCREEN ENCLOSURES, CERTAIN TEMPORARY FACILlTIE6, AND MINOR
<br />STORAGE FACILITIE6
<br />E3UILDING CA TE90RY
<br />
<br />EXPOSURE B '. MOST OF FLORIDA 1
<br />160612.1 STRUCTURAL MEMBERS, cLADDING, FASTENERS AND SY5TEMS
<br />PROViDING FOR THE STRUCTURAL INTEGRITY OF THE BUILDING SHALL
<br />BE DESIGNED FOR HiE LOADS FRON TABLES !6061A,
<br />1602.2B AND 16021C USING FloURE 1606 , MULTIPLIED BY THE APPRoPRIATE
<br />HEIGHT AND EXPOSURE COEFFICIENT FROM TABLE 16061D AND THE IMPORTANCE
<br />FACTOR FROM TABLE l606.
<br />IN THE CALCULA liON OF DESIGN WIND LOAD5 FOR COHPONENT5 AND CLADD1NG
<br />FOR BUILDINGS, THE ALGEBRAIC SUM OF THE PRESSURES ACTING ON OPPOSITE
<br />FACES SHALL BE TAKEN INTO ACcoUNT. THE DESIGN PRESSURE FOR CoMPONENT&
<br />AND CLADDI~~G OF BUILDINGS 5HALL NOT BI: LESS T~AN 10 LBS. PER SQUARE
<br />FOOT (OA1'3 kN/M' ) MULTIPLIED BY THE AREA Af. .
<br />WIND EXPOSURE. THIS 5TRUCTURE WAS DESIGNED WITH ALL WIND DIRECTIONS
<br />IN MIND.
<br />
<br />I DESIGN CRITERIA] /
<br />DESIGN LOADS: J Ll
<br />WIND SPEED 120 MPH
<br />FOUNDA TION DESIGN BASIS: ASSUHED SOIL CAP ACITY OF 2000 PSF
<br />CONTRACTOR TO VERIFY SITE CONDITIONS TO MEET THIS REQUIREMENT.
<br />THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON HiE
<br />INTERACTION OF VARIOU6 CONNECTED COMPONENTS. PRoviDE ADEQUATE BRACING
<br />SHORING, AND ANY OTHER TEMPORARY 5UPPORTS A5 REQUIRED TO SAFELY
<br />COt1PLETE H1E WORK.
<br />CAST-iN.PLACE CONCRETE
<br />DESIGN AND CONSTRUCTION 6T ANDARD-AMERICAN CONC.IN6TITUTE, ACI3IB.B3
<br />NORMAL WEIGHT REINFORCED CONCRETE SHALL HAvl: A MINIMUM 28 DAY
<br />COMPRE661vE 5TRENGT~ AS FOLLOWSl
<br />FOOTING AND SLAB ON GRADE--2500 FSI
<br />MASONRY CELL FILL-2500 PSI
<br />ALL OTHER CONCRETE-2S00 PSI
<br />REINFORCING STEEL S~ALL CONFORM TO ASTM 18S GRADE 40
<br />WELDED WIRE FABRIC 6~ALL CONFORM TO ASTM A61S
<br />MINIMUM CONc. COVER FOR REINFORCiNG 6HALL BE A FOLLOW6:
<br />FOOTINGS-311
<br />COLUHN6--IIIi' FOR 3S AND SMALLER, 2" FOR ALL OTHER
<br />FLOOR SLAB---1112 " FROM TOP OF SLAB
<br />SPLICES IN REINFORCING SHALL BE AS FOLLOWS:
<br />WELDED WIRE FABRIC-.-811
<br />REINFORCING STEEL-ALL BARS MIN. LAP 25"
<br />
<br />TABLE !606.2B
<br />COMPONENT AND cLADDING WIND LOADS FOR A t1EAN ROOF HSIGHT
<br />OF 301 LOCA TED IN EXP06URE B
<br />FRAt11NG INSPECTiON
<br />ALL PLUMBING, ELECTRICAL I AND MECHANICAL ROUGH-INS MUST BE
<br />COMPLETED, INSPECTED, AND APPROVED BEFORE REaUE5TING THE FRAMING
<br />IN6PECTlON.
<br />FOUNDA TloN INSPECTiON
<br />AFOUNDA TlON6URVEY S~ALL BE PERFORMED AND A COpy S~ALL BE ON THE 61TE
<br />FOR HiE BUILDING INSPECTORS USE. OR ALL PROPERTY MARKERS SHALL BE
<br />EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY
<br />REQUIRED SETBACKS.
<br />FRAMING INSPECTiON
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUG~ .IN6 MUST BE COMPLETE
<br />INSPECTED AND APPROVED BEFORE REQUESTING HiE FRAMING INSPECTION.
<br />
<br />TERMITE PROTECTION
<br />SOIL C~EMICAL BARRIER MEH~OD TO BE USED I / I
<br />A PERMANENT 5lGN W~~ICH IDENTWIES HiE TERMIlE TREA TMENT PROvIDER
<br />AND NEED FOR RE-INSPECTION AND TREA THENT CONTRACT RENEWAL SHALL BE
<br />PRoviDED. THE SIGN S~~ALL BE POS TED NEAR THE lUA TER HEA TER OR ELECT.
<br />PANEL.
<br />TERMITE PROTECTION S~iALL BE PROViDED BY FLOOR FRAMING of NA TURALL Y
<br />DURABLE WOOD, PRESERV A TlvE-TREA TED WOOD, 50lL TREATMENT OR OTHER
<br />APPRovED MET~ODS.
<br />A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREA TMENT PROVIDER AND
<br />NEED FOR RE - INSPECTION AND TREATMENT CONTRACT RENEWEL 6~~ALL BE
<br />PRoviDED. THE 5lGN SHALL BE P06TED NEAR THE WA TER ~EA TER OR ELECTRICAL
<br />PANEL.
<br />CONDENSA TE AND ROOF DOWNSPOUTS 6HALL D1SCfiARGE AT LEAST 1'.0" AWA Y
<br />FROM BUILDING SIDE WAL'_S .
<br />IRRIGATION I SPRINKLER 6YSTEMS INCLUDING ALL RISERS AND 6PRAY HEADS
<br />6~ALL NOT BE INSTALLED WIT~IN 1'-0" OF BLDG. SIDE WALL6.
<br />TO PROViDE FOR IN5PECTION FOR TERt11TE INFE5T A TION ,BETWEEN WALL
<br />COVERING AND FINAL EART~ GRADE 6~ALL NOT BE LESS T~AN 6 INCHE6.
<br />EXCEPTION: PAINT OR DECORA TIVE CEMENTITIOUS FINIS~ 5/8" THICK
<br />ADHERED DIRECTLY TO THE FOUNDA TION WALL.
<br />INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAvATION AND BACKFILL IS
<br />COMPLETE.
<br />SOIL DI6TURBED AFTER THE INITIAL TREATl1ENT 6~ALL BE RETREATED
<br />INCLUDING SPACES BOXED OR FORMED.
<br />BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INS T ALLA TION OF TRAPS,
<br />ETC. SHALL BE MADE wln~ PERMANENT METAL OR PLASTIC FORMS.
<br />PERMANENT FORMS MU6T BE OF A BIZE AND DEPT~ THAT WILL ELIMINATE THE
<br />DISTURBANCE OF €lOlL AFTER THE INITIAL TREATMENT.
<br />~1INIHUM b MIL. V APOR RETARDER MUST BE INSTALLED TO PROTECT AGAIN6T
<br />RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT
<br />RETREA TMENT IS REQUIRED.
<br />CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />REMovED BEFORE EXTERIOR 50lL TREA TMENT.
<br />60lL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 1'-0" OF THE 6TRUCTURAL BIDE WALL6.
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER
<br />CONTRUCTION 15 COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY €lOlL
<br />DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SI-iALL BE RETREA TED.
<br />ALL BUILDINGS ARE REQUIRED TO ~AVE PRE-CONSTRUCTlON TREA TMENT.
<br />A CERTIFICA TE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPT BY A
<br />LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICA TE OF OCCUPANCYWILL BE
<br />ISSUED.
<br />THE CER TIFICA TE SHALL S TATE: THE BUILDING HA6 RECIEvED A COMPLETE
<br />TREA TMENT FOR THE PREVENTION OF SUB TERRANEAN TERMITES. THE TREA Tt1ENT
<br />IS IN ACCORDANCE WITH THE RULE6 AND LAW6 OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONSUMER SERVICES.
<br />PENETRA TION. PROTECTIVE SLEEVES AROUNDMETT ALLlC PIPING PENETRA TING
<br />CONCRETE SLAB ON GRADE FLOORS S~~ALL NOT BE OF CElI.ULOSE-CONT AINING
<br />MATERIALS AND S~ALL RECIEVE APPLlCA TION OF A TERt11TICIDE IN ANNULAR
<br />SPACE BETWEEN SPACE AND PIPE.
<br />AFTER ALL WORK IS COMPLETED I LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />BELOW AND WIT~IN l'-olt OF H~E BUILDING. THIS INCLUDE6 ALL GRADE 5T AKES
<br />TUB TRAP BOXES, FORMS, 6HORING OR OTHER CELLULOSE CONTAINING t1A TERrAL.
<br />NO WOOD VEGETATiON, S TUMP5 , CARDBOARD , TRAS~~ , ETC. , S~ALL BE
<br />BURIED WITHIN 151..()" OF ANY BUILDING OR PROPOSED BUILDING.
<br />TERMITE PROTECTION SHALL BE PROViDED BY FLOOR FRAt11NG OF NATURALLY
<br />DURABLE WOOD, PRESERV A TlvE-TREA TED WOOD, SOIL TREA Tt1ENT OR OTHER
<br />APPROVED t1ETHODS.
<br />
<br />ROOF UPLlFT-- LIVE LOAD: 20 PSF
<br />DEAD LOAD -151t PSF SHINGLE I 25lt TILE
<br />SECOND FLOOR LIVE LOAD. 40 PSF
<br />DEAD LOAD. iO P6F
<br />
<br />ALL FRAMING MA TERIAL6---. li2 6PRUCE
<br />HEADER& I BEAMS I COLUt1NS ---#2 6.Y. PINE
<br />
<br />EXTERIOR DOORS AND WINDOW~
<br />WINDOW AND DOOR INS T ALLA TION TO BE DESIGNED FOR A MIN. OF 30 LB. PSF
<br />
<br />ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN
<br />ACCORDANCE WITH ANSIIAMt1A/NWWDA 101/lS2 STANDARD AND BEAR AN At1MA
<br />OR WDMA LABEL IDENTIFYING THE t1ANUFACTURER, PERFORMANCE
<br />CHARACTERISTICS AND APP~OVED PRODUCT TESTING ENTITY.
<br />ALL EXTERIOR WINDOWS AND DOORS, SfiALL BE ANCHORED PER PUBLI6HED
<br />HANUFACTURES RECOHMENDA TlONS TO ACHIEvE HiE DESIGN PRESSURE
<br />SPECIFIED.
<br />ALL EXTERIOR WINDOWSAND DOORS WI1ERE BUCK THICKNESS IS LE5S niAN 1112"
<br />OR GREA TER , THE BUCK MUST BE ATTACHED IN A MANNER THAT TRA~~ef:ER5 THE
<br />LoAD DIRECTLY TO THE 5TRUCTURE. WINDOW5 AND DOOR5 SHALL 131: ANcHORED
<br />THROUG~ THE JAMB INTO H~E WOOD BUCK
<br />W~~ERE BUCK THtCKNE66 Ie LESS THAN IIIi', 6HALL BE ANCfiORED TfiROUGH
<br />JAMB INTO THE STRUCTURAL 6UBSTRATE.
<br />FBC 1101.45.1-1101.45.4 DOOR ASBEMBLIES ARE REQ'D. TO BE TESTED OR
<br />ENGINEERED TO TRANSFER 15 TIME& T~E DESIGNED LOAD€l TO THE ROUGH
<br />SUBS TRA TE
<br />
<br />INTERNAL PRESSURE COEFFICIENT
<br />MAn~ WIND FORCE RE51~1'N(j 5Y5TEH WIND LOAD~ FOR BUILDING WI A MEAN
<br />ROOF ~EI(j~T OF 30 FEET LOCA TED IN EXP05URE B
<br />
<br />.18 PSF POSITIVE AND NEGA TlvE LOAD
<br />
<br />TABLE 160& 1A
<br />
<br />~ORIZONTAL LOAD~
<br />
<br />vERtICAL LOAD~ rptn
<br />INTERIOR
<br />ZONE
<br />
<br />UJI~~DUlARD
<br />OYERI-lANCi
<br />
<br />END ZONE
<br />
<br />INTERIOR
<br />ZONE
<br />
<br />END ZONE
<br />
<br />WI~~D LOAD WINDWARD LF.EWARD
<br />YELOCITY DIREctiON ROOF ANuLE WALL ROOF WALL ROOF ROOF ROOF ~I~~~ARD ~~~~RD i~~E
<br />
<br />INTERIOR
<br />ZONE
<br />
<br />FACTOR
<br />1.0
<br />!.IS
<br />
<br />Q
<br />~
<br />!:!lS
<br />>....
<br />UJ_
<br />~2~
<br />>~O
<br />-t ~ 12
<br />=2q
<br />I- -t rr
<br />--tz--
<br />:1:\)3_
<br />~- ()
<br />~ U) IJJ ()
<br />lJ.. UJ U l'l
<br />-DZUJ
<br />I- ~
<br />CY.O:JO
<br />IU UJ lL 8
<br />U :t
<br />ul:
<br />>- -t () ~
<br />ff]l:U~
<br />[)!--t~9
<br />~~UJ5
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<br />
<br />1;'8 (
<br />uJ ~ <; 1
<br />u.. ui c..n ~ ~
<br />~> :::::>
<br />Z -<"( "'G:
<br />Z :1: N 0> \
<br />:3 ~ ~ \ I"""'" \-----....
<br />~u =.J cf) N~
<br />~ <t: rq OJ
<br />'-J ro . If)
<br />'w-J~.t
<br />COZLL_IC)
<br />- Nc()
<br />(Y. -~ <t \S) t-.
<br />l~J 3 0... 01 r4
<br />~..... 1:........ ,
<br />C)'~ If) u~
<br />~~;.!~o...
<br />
<br />"
<br />
<br />I
<br />'I
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<br />:r (j) _-1 a
<br />ill ~lL lO
<br />ill ' I
<br />rf)
<br />> .-<t ef)
<br />iLl 111 0_ (J)
<br />~~ ......-..
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<br />(Jl f- ~
<br /> -
<br />
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<br />
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<br />
<br />0.81
<br />
<br />.'
<br />
<br />/
<br />
<br />HA><. HORIZJJJALL LOAD5
<br />
<br />ZONE
<br />
<br />It:
<br />
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<br />
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<br />
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<br />
<br />DATE
<br />
<br />REvlBlaH
<br />
<br />S~EET
<br />
<br /> 222 .11,9 I~.t -1.0 .21.4 .12.1 - I
<br />TRAN5V!:R5E n .. I; --~~ .1~,6 .1'3.1 ..36.4 -30.1 110 .13.4 12.1 -10.c
<br />120 20 31,6 -8.3 21.1 ....,6 .21.... .1'3.1 .1'3.1 .14.5 .36,4 .30.1 22.0 .16.0 IS,6 .13,4
<br /> ----~.
<br /> :30 (<'l0Cl1t5{.4S is.l 11,6 20.... 14.0 9.9 6,b 8,b .'3.... .9.0 -.
<br /> .10.3 1'3.0 -14.5 16.2 .12,1
<br />LONGI1UDINAL all arg!~. 2213 .11. '3 1:'.1 .1.0 .21.... .19.1 .19.1 .12.1 .38.... .30.1 11.0 .13,4 12.1 .10.3
<br /> OF
<br /> ,
<br />
<br />-
<br />
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<br />
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