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SUBDIVISION:
ZONE DATE
CONTRACTOR ` �ti��L2�Lo-
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PHONE # -�-0-74ACD-9gc) ' COST $ SECTION:
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ADDRESS
PHONE #
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ADDRESS
PHONE #
1/n MECHANICAL CONTRACTOR
W ro ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS 1 �)
FINISHED FLOOR
ELEVATION REQUIREMENTS
ARCHITECTURAL APPROVAL DATE
FEE $
STATE NO.
FEE 5
FEE$ Ila
FEE $ ,
SQUARE FEET:
MODEL:
OCCUPANCY CLASS:
INSPECTIONS I
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT. EPI:
CERTIFICATE OF OCCUPANCY
ISSUED #
FINAL DATE
DATE:
FOR CONSTRUCTION
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L LIVES ARE 2"
LRL'AKOVERS ARE
WATER TEST
80 PSI STATIC
65 PSI RESIDUAL_
1300 GPM FLOW
WATER TEST BY SANFORD FIRE DEPT
H A (PETE) TUCKER FIRE,
FIRE PROTECTION INSPECTOR
MARCH 171 2000
ALL PIPING TO BE TESTED AT 200 PSI FOR 2 HOURS,
COMPLETED CONTRACTOR MATERIAL TEST CERTIFICATES TO BE FORWARDED TO
FIRE MARSHAL
THIS PROJECT IS NOT LOCATED IN A FLOOD ZONE REQUIRING
CONSIDERATION IN THE DESIGN OF THE SPRINKLER SYSTEM,
ALL SPRINKLERS, VALVES, FITTINGS AND EQUIPMENT TO COMPLY WITH SPEC'S,
INTERIOR PIPING 2' AND LARGER TO BE SCHEDULE 10 WITH GROOVE AND WELD FITTINGS
1' PIPE TO BE SCHEDULE 40 WITH SCREW FITTINGS,
UNDERGROUND PIPING TO BE CEMENT LINED DUCTILE IRON TO 5' OUT,
ALL UNDERGROUND BENDS TO 11E THRUST BLOCKED.
ALL UNDERGROUND PIPING TO BE FLUSHED BEFORE CONNECTION TO SYSTEM,
L.S.I. TO WARRANTEE & CERTIFY ONLY WORK PERFORMED BY L.S1
ALL PIPE LENGTHS ARE SHOWN q TO
ALL WALLS BETWEEN EXPOSED STRUCTURE AND SUSPENDED
CEILING AREAS TO BE FULL HEIGHT
ALL SSP, SSU & DRY HEADS TO BE VIKING MODEL M
INT, LEVEL HEADS TO BE VIKING C-1,
GROOVE
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BEAM CLAMP BAR .ISS?
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IP, RING 2S TRAPEZE
PIPE PIPE HANGER
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SCALE, NOT TD SCALE
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ALL LINES ARE 2" UNLESS NOTED OTHERWISE
ALL BREAKOVERS ARE 7" UNLESS NOTED OTHERWISE
FIRE PROTECTION PLAN
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1' FROM SYSTEM AS ROJED
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BEAM
ALL -THREAD BAR JOIST WALL; �� \ ��L
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PIPE RING'�"�
PIPE 45' ELL =� G
- - \ PIPE 3 1S PIPE HANGER X1/2'
FP -1 SCALE, NOT TO SCALE I ORIFICE
INSPECTORS TEST
N.T,S.
FOR CONSTRUCTION
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