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2 X 8 CUT TO FIT BETWEEN TRUSSES
<br />ANCHORED TO BLOCK WALL WITH
<br />1/2" X S" ANCHOR BOLTS 32" OC _
<br />NAIL TRUSSES ALONG BOTTOM
<br />CORD WITH 12D COMMON NAILS
<br />12" OC
<br />11
<br />SHEET 4'0" AT EACH SIDE
<br />OF FIREWALL WITH 1/2" 4X8
<br />CDX FIRE RATED PLYWOOD
<br />2, O„
<br />ROOF TRUSSES
<br />05 VERTICAL RODS FROM FOOTINGS
<br />BELOW TO TOP OF WALL, PLACED AT
<br />ALL CORNERS, EACH SIDE OF ALL
<br />OPENINGS AND SPACED MAXIMUM
<br />(TYP) 1/2" GYPSUM CEILING BOARD —�
<br />3/4" P.T. FURING STRIP AND I LAYER 5/5" TYPE
<br />X DRYWALL EACH SIDE OF BLOCK WALL AND ON
<br />ROOF TRUSS ABOVE FROM FLOOR TO BOTTOM OF
<br />ROOF SHEATHING ABOVE
<br />(2) M5 REBAR ON CHAIRS
<br />R-22 INSULATION ( MIN)
<br />II
<br />L— (TYP) 1/2" GYPSUM CEILING BOARD
<br />3/4" P.T, FURING STRIP AND 1 LAYER 5/6" TYPE
<br />X DRYWALL EACH SIDE: OF BLOCK WALL AND ON
<br />ROOF TRUSS ABOVE FROM FLOOR TO BOTTOM OF
<br />ROOF SHEATHING ABOVE
<br />*5 VERTICAL RODS AS
<br />SHOWN ON FOUNDATION
<br />PLAN
<br />(TYP) 4" CONCRETE SLAB
<br />0
<br />1F 2�„
<br />24
<br />1 HOUR 5LOCK FIRE WALL DETAIL
<br />AI,nT to Cr A I t
<br />MASONRY BLOCK WALL COVERED
<br />UNDER UL- 618 2 HOUR RATED WALL
<br />WOOD TRUSS SEPARATION ABOVE:
<br />COVERED UNDER U 30S AS I HOUR
<br />WOOD RATED WALL
<br />CONSTRUCTION OF BLOCK WALL
<br />FOR SOUND PROOFING ONLY
<br />' CDX OR i/16" OSB ROOF SHEATHING
<br />NAILED PER ROOF SHEATHING DETAIL
<br />WITH 8D NAILS, USE STEEL PLYCLIPS
<br />AND •30 FELT WITH SHINGLES, RIDGE VENT
<br />AS REQUIRED
<br />SEE ROOF TRUSS PLAN \
<br />ENGINEERED ROOF
<br />TRUSSES 24" OC
<br />2X4 OR 2X6 WOOD SUB WITH
<br />ALUMINUM SOFFIT AND FASCIA 14
<br />TRIM
<br />SEE LINTEL CHART
<br />MIN R-22 INSULATION
<br />IN ALL ATTIC AREAS
<br />D
<br />1/2" CEILING TYPE GYPSUM BOARD
<br />SINGLE BOND BEAM WITH (1) 45
<br />REBAR CONTINUOUS TIED TO ALL
<br />VERTICAL RODS
<br />_ ALUMN S.H. WINDOWS
<br />3/4" P,T, FURING WITH 3/4" TUFF R
<br />INSULATION BOARD AND 1/2" GYPSUM
<br />TYPICAL 4" CONCRETE SLAB WITH WIRE MESH
<br />OR FIBER MESH AND 6 MILL VISQUEEN OVER
<br />CLEAN COMPACT TERMITE TREATED SOIL
<br />GROUND WIRE TO
<br />FOOTING REBAR
<br />0010
<br />16 X 12" FOOTINGS WITH
<br />(2) 05 REBAR ON CHAIRS
<br />12" 4��
<br />BOTTOM OF FOUNDATION
<br />MINIMUM 12" BELOW GRADE
<br />€3' O" 13LOCK WALL DETAIL
<br />NOT TO SCALE
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
<br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />6, g11 14' 4"
<br />+ 34,50
<br />- 45,60
<br />25 SH EGRESS
<br />14'X5' SLAB ONLY
<br />+ 32,30
<br />- 41.20
<br />64' 5"
<br />14'X5' SLAB ONLY
<br />+ 32,30
<br />- 41.20
<br />6'O"X6'8" S.Cs.D.
<br />14' 4"
<br />+ 34,50
<br />45.60
<br />25 SH EEGs
<br />6' 8"
<br />2' o„
<br />I
<br />1 I
<br />1 I
<br />LL
<br />MASTER BED o o I m
<br />MASTER BED
<br />N DEN DEN I N
<br />1
<br />uU UOX' i .
<br />1= k
<br />.. _
<br />3' loll5, IOn 41Su 4721 4" 12' O° 12 O = 0" n n „ n
<br />2 4 4 4 311
<br />5 10 3 10
<br />CV -
<br />N _ CV
<br />DOUBLE 2' a" PKT DR DOUBLE 2' 5" PKT DR 214„ 2, 8„
<br />Ulu UAW
<br />0. I 1rZ
<br />w I F_
<br />BATH 1 I BATH
<br />m y cry Q/\ I I /\
<br />N
<br />N
<br />8"X8'O" BLOCK WALL WITH L
<br />ROOF TRUSS AT EACH SIDE
<br />74
<br />TO CREATE I HOUR FIRE WALL
<br />SEE FIRE WALL DETAIL
<br />LIVING RM LIVING RM
<br />r r m�
<br />� m VAULTED CEILINGS VAULTED CEILINGS m y O
<br />DINING RM DINING RM o _
<br />p � o
<br />41 INVERTED HIP INVERTED HIP
<br />m N VAULTED CEILINGS VAULTED CEILINGSle �^
<br />10' 2" 10' 2"
<br />42" RAISED BAR WITH z 42" RAISED BAR WITH
<br />KNEE WALL BELOW KNEE WALL BELOW
<br />2 X 6 WALL 2 X 6 WALL
<br />----
<br />,
<br />DISH WASP 1 I O O
<br />DISH wasp
<br />M I I BATH BATH « o
<br />' = KITCHEN �.! N N I KITCHEN
<br />VAULTED CEILINGS VAULTED CMLJNC�_1k — a
<br />REFRIG 2411 50 BF 50 BF 21411 ,
<br />PANTRY - PaNrRY
<br />REFRIG '
<br />�
<br />-------- -- --------------- _ Ul ------- -------- ------------
<br />iv CfJ CQ fV
<br />/ - N N -
<br />AIR O
<br />;z
<br />O — O AIR M O
<br />WASHER LAUNDRY TUB _ = WASHER DRYER
<br />DRYER - O WATER
<br />------------- --- ---------------------
<br />° ---------------------- ----- ------ E:1EAMER-_
<br />WATER NEATER - -
<br />ON SHELF ABOVE - , „ , „ W , „ , „ , ' „ (t�
<br />14 6 4 5 O 2 10 - 4 7' 411 2' 1011 5' O" 2' 14' 6" ITTE PLAN(S) HAVE BEEN RE's'I Wei
<br />o o ZY Z EPHYRilLLS FIRE iVIARS%IAL'S ®DEICE
<br />WATER BOFTNER - 0 't BED #2 BED #2 '� � N - - Date: C.).
<br />LOOP AT THIS
<br />LOCATION ,, , o"
<br />O + 33.10 + 33,10 -
<br />` ACGESS- 44.00 - 44'0 ° ACCESS
<br />ATTIC ATTIC
<br />�.22 X36 TRY ENTR 22"X36u
<br />4" $EP DOWN 4" STEP D< IWN
<br />------
<br />LINTELlilt TTI LINTEL GARAGE
<br />GARAGE BIB BIB NO STEP IN SLAB �4�tJ1a
<br />25 SH EGRESS 25 SH EGRE S
<br />in NO STEP IN SLAB 1 1 CI
<br />?
<br />N
<br />O + 34,50 - + 34.50AN
<br />PL��� a3fig rL`{���g ��..
<br />4' on46,60 4' O,1 Q Z
<br />d
<br />4
<br />_
<br />i
<br />W
<br />m
<br />A All 14'0"Xy0" GARAGE DOOR II *I Zll
<br />+ 30.01
<br />1' g" 36.83
<br />I'1' 4„ 41 011
<br />LIVING
<br />13-14
<br />ENTRY
<br />1(0
<br />GARAGE
<br />428
<br />TOTAL
<br />1818
<br />LIVING
<br />1314
<br />ENTRY
<br />16
<br />GARAGE
<br />428
<br />TOTAL
<br />1818
<br />°o
<br />d
<br />m
<br />W
<br />11
<br />lots" 4' 0"
<br />64' 8" PIMe be advised this ieview of plans submitted is a
<br />cursory review t?, assist tfle co ractor in compliance with,
<br />FLOOR {�L,� Wicab4Ar44 afet�eco Cts review is not intended
<br />ALL EXTERIORU1AL dpPlu"Iul
<br />submitted plans. It is the
<br />tP�tcar's°AI fi�idMJ"sure that the plans are in
<br />complete compliance with all applicable NFPA codes and
<br />local ordinances. In the event that further examination or
<br />site inspection reveals areas of non-compliance, it shall be
<br />the contractor's sole responsibility, at their sole expense to
<br />bring those areas in compliance. The City assumes no
<br />responsibility for the contractor's failure to be in compliance
<br />with all applicable NFPA Codes and local ordinances.
<br />14'O"X-fO" GARAGE
<br />+ 30.01
<br />36.83
<br />11' 4"
<br />Building shall comply with
<br />the applicable codes of
<br />Florida Fire Prevention Handbook
<br />NFPA & the City of Zephyrhills
<br />ALL A
<br />RE'VT)AS: (A LIIII? C'I)EAPLt'TF
<br />ALiG CORLE CRIDA BUILDIN
<br />G
<br />ODE'TICNAL E
<br />LE,C'I'RICU;ANICY )I
<br />i G
<br />`DINANCES
<br />I' a"
<br />ARKAY ENGINEERING INC.
<br />STRUCTURAL ENGINEERS
<br />1�
<br />tV
<br />RICHARD I'L, IDDE-Y P,E,
<br />FLORIDA LICENSE NUMBEF: 31296
<br />I HERBY CERTIFY TWAT THESE PLANS AMC) SPECIFICATIONS
<br />WERE PREPARED BY 112 OR UNDER MY DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WITH C-WAPTFR 16, SECTION 16015 OF THE
<br />FLORIDA BUILDING: CODE 2010 AND ASCE 1-10 FOR 131 MPH
<br />WIND ZONE RISK CATEGORY 11 AND THE ENTIRE 2010 FLORIDA
<br />BUILDING CODE RESIDENTIAL
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<br />ARIGAY N 14423
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