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FOUNDATION NOTES
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4" COXCRETE SLAB REINFORCED WITH 6"X 6" HllIO W.W.l\L OR FlBERMESH
CONCRETE, OVER.OO6 VISQUEEN VAPOR BARRIER. LAP SEAMS A MINIMUM OF 6".
CONCRETE SLAB TO ACHIEVE MINIMUM COMPRESION STRENGTH OF 2500 PSI
WItHIN 28 DAYS AFTER POUR. SOIL UNDER SLAB TO BE TERMlTE TREATED AND
TAMPED TO MEET ALL COMPACTION REQUIREMENTs' ALL CORNERS TO HAVE
VERTICAL REINFORCEMENT WITH 1/# 5 BAR IN CONCRETE FILLED CELL, TIED TO
FOOTL'lG AND TIE BEAM.
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ROO}' SHEATHING NOTES
ROOF SHEATHL'lG SHALL BE 15/.32.L~. EXPOSED PLYWOOD. -ro... I. 'LC ~. ^ k I
7/1S" 0.8.B. BOARD OR BETTER. , r--.V-...;...:> r '-'~~,~
LONG DIMENSION SHALL BE PE.RP~1)ICULAR TO FRAl\1L"IG -~-----.:::.:.._===:=_.-::.::::::::::-:"---,----.-~--,~. . ___==:===,:,",_-:::.:::;...._
A1~D END JOINTS SHALL BE 8T AGGERED. I/. 1\"'1' I'
SHEATHING SHALL BE FASTENED TO ROOF FRAML'\G WITH I~ - -0
8d COM.'I10N OR 8d DIPPED GAL V ANIZED BOX NAILS 12" o.c.
A1'<'D ALL lNTER..\iEDlATE SUPPORTS.
SPACE FASTENERS 6" O.C. AT EDGES
SPACE FASTENERS 6" O.C. MINIMUM AT GABLE
ENDW ALL OR GABLE TRUSS AT EDGES,
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TERMITE PROTECTION
Wall siding, including brick facing must end 6 inches above the ground to
allow for future termite inspections. The contractor can paint that bare
band or apply a plaster -like finish less than 5/8" thick directly to the
foundation wall.
Because termites are attached to wet soil, roof down spouts and other
drainage systems must discharge water at least 1 foot away from the
outside walls. Air-conditioning condensate drains and irrigation
sprinklers must not discharge water within 1 foot of the walls. A
pemlanent sign must be placed near the electric panel or water heater
identifying the termite control company and stating when the home
should be inspected again.
Termite treatment must be applied under aU concrete or other materials
placed within 1 foot of the walls. All loose wood and fill must be removed
within 1 foot of the building. No wood, vegetation, stumps, cardboard or
trash can be buried within 15 feet of any building or proposed building.
Plumbers must use a metal or plastic material to box out areas in
concrete where drains are to be installed. This is to prevent disturbing
surrounding soil after termite treatment,
EXTERIOR DOORS
The Buck - ( the wood between the door jamb and the wall) is thinner
than 1-112 inches, tbe jamb has to be anchored through the buck and into
the wall. If the buck is 1-112 inches or thicker, the buck must be secured in
a way that it bec.omes part of the home's superstructure.
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"'\ IJ A SPECIFICATION COMPLY WlTH TIIE FLORIDA BUILDL'lG CODE, SECTION 1606 FOR 120
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JOB DESCIUPTION:
AFC- ZEPIlYRHILLS
38105 13TH A VENUE
ZEPIlYRHlLLS, FL 33541
LEGAL DESCRIPTION:
LOTS 13, 14, 15, & 16 BLOCK 27 OF HIE CHY OF ZEPIIYRlllLLS
ACCORDING TO ~L\P OR PL\T, PL\T BOOD 1 PAGE 54
PUBLIC RECORDS OF PASCO COUNTY, FLORIDA
BUILDING DATA:
OWNER:
AFC - ZEPHYRHlLLS
PARCEL tD.
ZONL~G:
OCCUPANCY:
PROJECT TYPE:
11.26-21.00010-02700-0130
C2
MEDICAL OFFICES
LYfERIOR REMOD~
BUlLDING AREA:
Erlsting: 1392
New Entry 84
DEMOLITION NOTF;fu
1. Contractor's demolition includes aU acti'vities necessary to prepare for the new construdion as per
plans and specifications.
2. Contractor to provide protectivl\ secure and weather. tight covering of aU areas of the house that are
exposed during construction, in order to protect fmishes to remain, particularly from weather and
construction traffic.
3. Contractor to discuss witb Owner the necessary workman's path~ material storage and staging
areas, so as to minimize construction work and debris from adjacent areas.
4. Contractor to provide temporary utilities during construction as needed.
5. Remove and eap aU affected utilities in compliance with N.E.A. and S.B.C. regulations.
6. Contractor to provide secure temporary shoring of' aU aff"ected and remaining structural elements,
including but not limited to interior bearing waUs, roofing and window headers.
7. Contractor to rtview with tbe Owner on the salvage and lor reuse of' any materials removed during
demolition including doors, windows, hardware, millwork, futures, and trim. Store aU salvaged
items to protect from damage.
8. AU demolition materials and debris to be remove and properly disposed of daily.
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TO THE BEST OF THE ENGINEERS KNOWLEDGE & BELIEF, THE STRUCTFRAL PLAl'!S &
SPECIFICATION COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120
MPH, 3 SECOND GUST. & EXPOSURE "B" WL.'l/D ZONE (2001 EDITION).
SIGNED k'iD SEALED FOR THE STRt:CTURAL PORTION OF THE ADDITION ONLY.
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ALL PLUMBING VENT 5r ACK5
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RICHARD L. KIDDEY P.!:.
FLORIDA LlCENeE NUMBER 31~~
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