RC-9-16-2500_1460 NE 103 St_PlansMiami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
fiE Phone: (305)795-2204
�oaty
Project Address
1460 NE 103 Street
Miami Shores, FL
Owner Information
MONICA SAVITS
Parcel Number Applicant
1132050310060
Block: Lot:
Address
1360 N. E. 103 ST.
Contractor(s) Phone Cell Phone
POOLS BY G.E. CORP (786)732-0614 (786)355-3382
Approved: In Review
Comments:
Date Approved:: In Review
Date Denied:
Type of Work: Swimming Pool
Additional Info:
Classification: Residential
Fees Due
Amount
CCF
$10.80
CO/CC Fee
$50.00
DBPR Fee
$8.10
DCA Fee
$5.40
Education Surcharge
$3.60
Permit Fee
$540.00
Plan Review Fee (Engineer)
$80.00
Scanning Fee
$9.00
Technology Fee
$14.40
Total: $721.30
Occupancy: Private
Bond Return
Scanning: 3
CHRISTOPHER SAVITS
Cell
I Valuation: $ 18,000.00
Total Scl Feet: 300
r
Pay Date Pay Type Amt Paid All Due
Invoice #
BPP-5-17-63960
05/09/2017
Check #: 1499 $ 50.00 $ 671.30
01/09/2018
Check* 105 $ 671.30 $ 0.00
Hvanaoie
Inspection Type:
Fence
Final
Pool Deck
Wall Steel
Review Electrical
Review Electrical
Review Planning
Review Building
Review Structural
Review Plumbing
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, P UMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoni g he re, I authorize the above -named contractor to do the work stated.
January 09, 2018
Autho r fat I . Owner / Applicant / Contractor / Agent Date
Buildirfg Department Copy
January 09, 2018 1
OUTDOOR SWIMMING BARRIER
COMPLYING WITH 5TH EDITION (2014) R4501.17.1.1 THROUGH
R4501.17.1.15
THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE
GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE
SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE
BOTTOM OF THE BARRIER SHALL BE 2 INCHES (51 MM) MEASURED ON THE SIDE
OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL WHERE THE
TOP OF THE POOL STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT
GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE
BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM
VERTICAL CLEARANCE BETWEEN THE TOP OF THE POOL STRUCTURE AND THE
BOTTOM OF THE BARRIER SHALL BE 4 INCHES (102 MM).
THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS,
PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT COULD ALLOW A YOUNG
CHILD TO CRAWL UNDER, SQUEEZE THROUGH, OR CUMB OVER THE BARRIER AS
HEREIN DESCRIBED BELOW. ONE END OF A REMOVABLE CHILD BARRIER SHALL
NOT BE REMOVABLE WITHOUT THE AID OF TOOLS. OPENINGS IN ANY BARRIER
SHALL NOT ALLOW PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE.
SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN
INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION
TOLERANCES AND TOOLED MASONRY JOINTS.
WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL
MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL
MEMBERS IS LESS THAN 45 INCHES (1143 MM), THE HORIZONTAL MEMBERS
SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING
BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1-3/4 INCHES (44 MM) IN
WIDTH. WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,
SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES (44 MM) IN
WIDTH.
WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL
MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL
MEMBERS IS 45 INCHES (1143 MM) OR MORE, SPACING BETWEEN VERTICAL
MEMBERS SHAD_ NOT EXCEED 4 INCHES (102 MM). WHERE THERE ARE
DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS
SHALL NOT EXCEED 1-3/4 INCHES (44 MM) IN WIDTH.
MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4 INCH
SQUARE (57 MM) UNLESS THE FENCE IS PROVIDED WITH SLATS FASTENED AT
THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE THAN 1-3/4
INCHES (44 MM).
WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM
OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO MORE THAN 1-3/4
INCHES (44 MM).
ACCESS GATES, WHEN PROVIDED, SHALL BE SELF -CLOSING AND SHALL
COMPLY WITH THE REQUIREMENTS OF SECTIONS R4501.17.1.1 THROUGH
R4501.17.1.7 AND SHALL BE EQUIPPED WITH A SELF -LATCHING LOCKING DEVICE
LOCATED ON THE POOL SIDE OF THE GATE WHERE THE DEVICE RELEASE IS
LOCATED NO LESS THAN 54 INCHES (1372 MM) FROM THE BOTTOM OF THE
GATE, THE DEVICE RELEASE MECHANISM MAY BE LOCATED ON EITHER SIDE OF
THE GATE AND SO PLACED THAT IT CANNOT BE REACHED BY A YOUNG CHILD
OVER THE TOP OR THROUGH ANY OPENING OR GAP FROM THE OUTSIDE GATES
THAT PROVIDE ACCESS TO THE SWIMMING POOL MUST OPEN OUTWARD AWAY
FROM THE POOL. THE GATES AND BARRIER SHALL HAVE NO OPENING GREATER
THAN 1/2 INCH (12.7 MM) WITHIN 18 INCHES (457 MM) OF THE RELEASE
MECHANISM.
ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO
THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017
THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 DB A AT 10 FEET
(3048 MM). THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING
WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND
IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD
THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM
SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE
ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO MORE
THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54
INCHES (1372 MM) ABOVE THE THRESHOLD OF THE DOOR. SEPARATE ALARMS
ARE NOT REQUIRED FOR EACH DOOR OR WINDOW IF SENSORS WIRED TO A
CENTRAL ALARM SOUND WHEN CONTACT IS BROKEN AT ANY OPENING.
EXCEPTIONS:
A. SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48
INCHES (1219 MM) OR MORE MEASURED FROM THE INTERIOR FINISHED FLOOR AT
THE POOL ACCESS LEVEL.
B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY.
C. SCREENED OR PROTECTED PASS -THROUGH KITCHEN WINDOWS 42 INCHES
(1067 MM) OR HIGHER WITH A COUNTER BENEATH.
ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST
BE EQUIPPED WITH A SELF -CLOSING, SELF -LATCHING DEVICE WITH POSITIVE
MECHANICAL LATCHING/LOCKING INSTALLED A MINIMUM OF 54 INCHES (1372 MM)
ABOVE THE THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY HAVING
JURISDICTION.
WHERE AN ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER OR
WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, AND THE
MEANS OF ACCESS IS A LADDER OR STEPS, THE LADDER OR STEPS EITHER SHALL
BE CAPABLE OF BEING SECURED, LOCKED OR REMOVED TO PREVENT ACCESS, OR
THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE
REQUIREMENTS OF SECTIONS R4501.17.1.1 THROUGH R4501.17.1.9 AND SECTIONS
R4501.17.1.12 THROUGH R4501.17.1.14. WHEN THE LADDER OR STEPS ARE
SECURED, LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE
PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE
STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREMENTS OF SECTION
R4501.17 MAY BE UTILIZED AS PART OF OR ALL OF THE 'BARRIER" AND SHALL BE
CONSIDERED A "NONDWELUNG" WALL REMOVABLE CHILD BARRIERS SHALL HAVE
ONE END OF THE BARRIER NONREMOVABLE WITHOUT THE AID OF TOOLS.
THE BARRIER MUST BE PLACED AROUND THE PERIMETER OF THE POOL AND MUST
BE SEPARATE FROM ANY FENCE, WALL, OR OTHER ENCLOSURE SURROUNDING THE
YARD UNLESS THE FENCE, WALL, OR OTHER ENCLOSURE OR PORTION THEREOF IS
SITUATED ON THE PERIMETER OF THE POOL. IS BEING USED AS PART OF THE
BARRIER, AND MEETS THE BARRIER REQUIREMENTS OF THIS SECTION.
REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY FROM THE
WATER'S EDGE TO PREVENT A YOUNG CHILD OR MEDICALLY FRAIL ELDERLY PERSON
WHO MAY MANAGE TO PENETRATE THE BARRIER FROM IMMEDIATELY FALLING INTO
THE WATER. SUFFICIENTLY AWAY FROM THE WATER'S EDGE SHALL MEAN NO LESS
THAN 20 INCHES (508 MM) FROM THE BARRIER TO THE WATER'S EDGE DWELLING
OR NONDWELUNG WALLS INCLUDING SCREEN ENCLOSURES, WHEN USED AS PART
OR ALL OF THE "BARRIER' AND MEETING THE OTHER BARRIER REQUIREMENTS, MAY
BE AS CLOSE TO THE WATER'S EDGE AS PERMITTED BY THIS CODE.
A WALL OF A DWELLING MAY SERVE AS PART OF THE BARRIER IF IT DOES NOT
CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE DIRECT ACCESS FROM
THE HOME TO THE SWIMMING POOL
PROHIBITED LOCATIONS.
A BARRIER MAY NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT
STRUCTURE, EQUIPMENT, OR WINDOW THAT OPENS TO PROVIDE ACCESS FROM THE
HOME TO THE SWIMMING POOL
ADJACENT WATERWAYS. PERMANENT NATURAL OR PERMANENT MAN-MADE FEATURES
SUCH AS BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC., ADJACENT TO
A PUBLIC OR PRIVATE SWIMMING POOL OR SPA MAY BE PERMITTED AS A BARRIER
WHEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. WHEN EVALUATING SUCH
BARRIER FEATURES, THE AUTHORITY MAY PERFORM ON -SITE INSPECTIONS AND
REVIEW EVIDENCE SUCH AS SURVEYS, AERIAL PHOTOGRAPHS, WATER MANAGEMENT
AGENCY STANDARDS AND SPECIFICATIONS, AND ANY OTHER SIMILAR DOCUMENTATION
TO VERIFY, AT A MINIMUM. THE FOLLOWING:
1. THE BARRIER FEATURE IS NOT SUBJECT TO NATURAL CHANGES, DEVIATIONS, OR
ALTERATIONS AND IS CAPABLE OF PROVIDING AN EQUIVALENT LEVEL OF PROTECTION
AS THAT PROVIDED BY THE CODE.
2. THE BARRIER FEATURE CLEARLY IMPEDES, PROHIBITS OR RESTRICTS ACCESS TO
THE SWIMMING POOL OR SPA.
EXISTING U.G.
ELECTRICAL SERVICE
EXISTING 200AMP.
ELECTRICAL METER
EXISTING 200AMP.
ELECTRICAL PANEL
EXISTING 4 FT HIGH CHAIN LINK
FENCE (TO BE USED AS PART
OF POOL BARRIER)
EXISTING BRICK ON SAND POOL DECK
TO REMAIN
EXISTING POOL TO BE REMODELED
UNDER THIS PERMIT- SEE SCOPE OF
WORK NOTE IN THIS PAGE-
SCOPE OF WORK:
REMODELING EXISTING POOL INCLUDES:
1. BUILD NEW SPA ATTACHED TO EXISTING POOL.
2. BUILD NEW INFINITY BASIN ATTACHED TO EXISTING
POOL.
3. CHANGE DEPTH OF EXISTING POOL FROM 7'-0' TO
5'-0" AT DEEP END
4. INSTALL NEW POOL PIPING AND FILTRATION SYSTEM
5. INSTALL NEW POOL LIGHTS
6. PROVIDE NEW POOL BONDING
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RE -PLAT OF TR C MIAMI SHORES BAY
PARK ESTS PB 64-97
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EXISTING 19'-4"
EXISTING IMPERVIOUS, SUP
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NOTE: BOND WIRE TO BE SECURED
TO EXIST. STEEL WITH APPROVED CLAMP.
PROVIDING MIN. 3" OF CONCRETE
COVER AROUND CLAMP
NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS FROM
PROPERTY LINES AND STRUCTURES PRIOR TO EXCAVATION.
SHOULD ANY SETBACKS BE LESS THAN THE MINIMUN
REQUIREMENTS, EITHER BY OWNER OR BUILDING OFFICIAL, THE
ENGINEER SHALL BE NOTIFIED.
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USE # 3 ® 9" O.0 EACH WAY DRILL 4"
INTO EXISTING CONCRETE WALL AND SET
BAR IN EPDXY GROUT BY "HILTY" HIT HY
150 MAX MIN. SPLICE 1 B"
—WARNIG: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY
OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE
.POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING
UPWARD. THE OWNER MUST CONSULT AND POOL REPAIR CONTRACTOR
EXPERIENCED IN ELIMINATING UPLIFT PRESSURES.
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STRUCTURAL NOTES:
ALL WORK SHALL COMPLY WITH THE THE F.B.C. 5TH EDITION (2014).
THE AMERICAN CONCRETE INSTITUTE ACI-318-14, ASCE-7-14 AND ALL
OTHERS APPLICABLE CODES AND REGULATIONS.
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH
OF 60.000 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500
PSI.
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL
DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS.
5. ALL REINFORCING STEEL SPLICES SHALL BE 18" IN LENGTH UNLESS
OTHERWISE INDICATED ON THESE PLANS.
6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE
APPLICATION OF HEAT TO THE STEEL
SOIL STATEMENT
A VISUAL INSPECTION AT JOB SITE SHOWED A SOIL COMPOSED
OF SAND AND ROCK. A BEARING CAPACITY OF 2000 P.S.F.
HAS BEEN ASSUMED. FURTHER MORE, UPON BREAKING OF
GROUND, A LETTER SHALL BE SUBMITED TO THE BUILDING
OFFICIAL VERIFYING AND ATTESTING THAT THE SITE CONDITIONS
ARE SIMILAR TO THOSE UPON THE DESIGN BASED.
HYDROSTATIC UPLIFT
ELEV. TOP OF SPA WALL
8.60'
DEPTH OF SPA
3.00'
ELEV. TOP OF MAINDRAIN
5.60'
FLOOD CRITERIA
9.00'
ELEV. TOP OF MAINDRAIN
5.60'
SPA IN FLOOD CRITERIA
3.4.0'
LESS 2.0 HYDROST VALVE
1.40'
SLAB THICKNESS REQUIRED
6
NOTE: IF THE SPA IN FLOOD CRITERIA IS LESS THAN
6.7 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6' AT THE SHALLOW END TO THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED.
EPDXY NOTES
HILT! HIT HY-150-MAX INJECTION ADHESIVE ANCHOR
PROVIDE
CONTRASTING TILE
NOTE: PROVIDE 18" MIN. SPLICE ON STEPS & BENCH EDGE
AND 3" MIN. CONCRETE COVER
PORTION OF EXISTING POOL 14'
POOL COPIN WALL TO BE REMOVED POOL COPING
"
10" 10" " COOL DECK
A R N =W LK N
PROVIDE #3 ® 9" N VAj
HOR. & VERT
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PROVIDE #3 0 9"
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6 CONCRETE SLAB
W/ #3 ®9" EACH WAY w /\ v RELIEF VALVE
NO REQUIRED
ANTI VORTEX _ /\
" MAINDRAIN `� ��
SE # 3 0 9" O.0 EACH WAY
\� DRILL 4" INTO EXISTING CONCRETE
\WALL , GROUT B� EPDXY SET BAR IN HILTY" HIT HY 150
MAX MIN. SPLICE 18"
/\/
USE # 3 0 9" O.0 EACH WAY EXISTING GRAVEL �\�/\// EXISTING
DRILL 6" INTO EXISTING POOL FLOOR \\/ _\//\\/j/\/�\\\'�\ �\ POOL WALL
CONCRETE FLOOR AND SET BAR PORTION OF EXISTING POOL TIC TATIC RELIEF VALVE
IN EPDXY GROUT BY "HILTY" HIT SLAB TO BE CUT IN ORDER '�E�WASHEDIC BED ROCK USE # 3 ® 9" O.0 EACH
HY 150 MAX MIN. SPLICE 18" TO INSTALL NEW 2" WAY DRILL 4" INTO EXISTING
HYDROSTATIC RELIEF VALVE CONCRETE FLOOR AND SET
BAR IN EPDXY GROUT BY
"HILTY" HIT HY 150 MAX
MIN. SPLICE 18"
1. DRILL HOLES WITH ANSI B212.15 MATCHED TOLERANCE CARBIDE TIPPED DRILL
BITS WITH DRILL IN ROTO—HAMMER MODE. DIAMOND CORING HOLES IS NOT
PERMITTED.
2. DRILLED HOLE SPECIFICATIONS (DIAMETER & DEPTH) SHALL COMPLY WITH HIL11
SPECIFICATIONS OR ICC ESR
3. ALLOWABLE LOADS MAY BE INCREASED BY UP TO 33-1 3% FOR SHORT—TERM
WIND OR SEISMIC LOAD RESISTANCE IAW ICC ESR UNLE S NOT PERMITTED BY
THE APPLICABLE BUILDING CODE.
4. WHEN CONDUCTED, PROOF TEST ANCHORS IN THE FIELD TO 150-200% OF HILTI
PUBLISHED ALLOWABLE TENSION LOAD UNLESS NOTED OTHERWISE IN A PROOF
TEST LOAD TABLE. TORQUE TESTING IS NOT PERMITTED.
5. ANCHORS MAY BE INSTALLED IN DAMP HOLES IAW ICC ESR. INSTALLATION IN
HOLES WITH STANDING WATER IS NOT PERMITTED.
6. ANCHORS SHALL BE TIGHTENED WITH A CALIBRATED TORQUE WRENCH. USE OF
AN IMPACT WRENCH IS NOT PERMITTED.
7. CONTACT HILT] TECHNICAL SUPPORT AT 1-800-879-8000 FOR ADDITIONAL
ASSISTANCE WITH HIT HY-150 MAX ANCHOR INSTALLATIONS.
8. INSTALLATION INSTRUCTIONS:
A. FOR HIT HY-150 ADHESIVE WITH ALL —THREAD ROD OR REBAR DOWEL-
1. DRILL ANCHOR HOLE WITH A CARBIDE BIT (SEE NOTE 1 ABOVE), TO SPECIFIED
EMBEDMENT DEPTH.
2. CLEAN HOLE IN ACCORDANCE WITH HILTI SPECIFICATIONS OR ICC ESR.
3. PUT ADHESIVE REFILL PACK INTO DISPENSER HOLDER. REMOVE CAP COVERING
THREADED PROJECTION.
4. SCREW ON STATIC MIXER NOZZLE.
5. PUT HOLDER/CARTRIDGE INTO APPROPRIATE DISPENSER AND DISCARD THE
FIRST TWO TRIGGER PULLS OF ADHESIVE FROM EACH REFILL PACK/CARTRIDGE.
6. INJECT ADHESIVE INTO HOLE STARTING AT THE BOTTOM UNTIL 1 2 TO 2 3
FULL USE MIXER FILLER TUBE EXTENSIONS WHEN NEEDED TO REACH THE
BOTTOM OF THE HOLE.
7. UNLOCK DISPENSER.
8. INSERT ALL —THREAD ROD OR REBAR DOWEL TWIST DURING INSTALLATION.
9. ANCHOR MAY BE ADJUSTED DURING SPECIFIED GEL TIME. DO NOT DISTURB
ANCHOR BETWEEN SPECIFIED GEL AND CURE TIMES.
10. AFTER FULL CURE TIME, APPLY SPECIFIED TORQUE AS REQUIRED TO SECURE
FASTENED ITEM.DO NOT EXCEED SPECIFIED MAXIMUM TORQUE.
SECTION A
SCALE: 1 /2" = 1'—O"
NEW BASIN WATER LINE
—NEW INFINITY EDGE
PORTION OF EXISTING POOL
WALL TO BE REMOVED
POOL DECK
NOTE: PROVIDE 18" MIN. SPLICE
AND 3" MIN. CONCRETE COVER
6" . 2'
i
6" CONCRETE SLAB
W/ #3 0 9" EACH WAY
BUILDIIG
APPRUVED
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ELECTRICALFo
METER
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ELECT.
PANEL
3 # 2/0 THWN
1 # 6 G.
EXISTING 2 # 12 THWN
1 P 20 AMP.
1 # 12 THHN CU. GROUND.
EXISTING
GFI RECEPTACLE
6' MIN. 20' MAX.
FROM WATER LINE
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CONTROL 300 W
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2 HP/230 V. POOL
RECIRCULATION PUMP
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BLOWER 230 V
2#12THWN
2P 20 AMP.GFCI BREAKER (PUMP) POOL PUMP WILL
2 # 12 THWN COMPLY WITH 2O14
2 P 20 AMP.(BLOWER) FBC E 403.9. AND NEC 2011 403.32
2#12THWN
1 P 20 AMP.(UGTH)
1 # 12 THWN CU. GROUND.
RISER DIAGRAM
NOTE; PROVIDE #8 BARE COPPER BOND WIRE FROM LIGHT TO POOL STEELWHERE A
CONCRETE DECK IS NOT PROVIDED, PROVIDED A # 8 BARE COPPER BOND WIRE FROM
THE POOL STEEL TO THE EQUIPMENT TO PANEL.
WHERE A CONCRETE SLAB IS PROVIDED , THE BOND WIRE SHALL BE CONNECTED FROM
THE POOL STEEL TO REINFORCING MESH CONTINUOUS TO THE #5 REINFORCING BAR IN
THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED FROM THE
PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL
ELECTRICAL NOTES:
1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH 5TH
EDITION (2014) RESIDENCE BUILDING CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING MUST BE CONFORM WITH THE FLORIDA
BUILDING CODE.
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'.O" OF POOL'S WATER EDGE.
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED
WORK, A REVISED DRAWING SHALL BE SUB-MITTED AND APPROVED SHOWING
EXPECTED AS BUILT CONFIGURATION WITH ADDITIONAL SERVICE AND LOAD
CALCULATIONS, IF NECESSARY.
5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE ELEMENTS
SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS, HEATERS AND
RELATED POOL EQUIPMENT SHOWN ON THESE PLANS ARE SATISFACTORY FOR
EXPOSURE TO THE ELEMENTS.
NOTE: BOND WIRE # 8 TO BE SECURED
TO CONTINUOUS SINGLE # 8 COOPER
BONDED IN FOUR POINT(360-) AROUND D_
POOL & SPA WITH APPROVED SPLIT 0-
BOLT CONNECTORS o
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CONT.WIRE # 8 COOPER
TO POOL EQUIPMENTS co
1NON METALLIC f
TO JUNCTION BOX
NOTE: BOND WIRE # 8 TO BE
SECURED TO STEEL WITH APPROVED
CLAMP. TO BE ENCASED IN POOL
FOUNDATION MIN. 3" OF COVER
AROUND CLAMP
18" MIN. 24" MAX.
NEW 15 W 12 V
BASIN LIGHT (4)
NOTE: PROVIDE
CONTINUOS SINGLE # 8 CO(
BONDED IN FOUR POINT(360"
AROUND POOL & SPA
NOTE THIS DESIGN IS AN
z ALTERNATIVE AND/OR EQUIVALENT
TO COMPLIANCE WITH N.E.0 2011
ART. 680.26 C.
POOL BOND & UNDERWATER LIGHT DETAIL
No SOME
.B 1
NEW 25W 12V LED
SPA LIGHT
NEW 4OW 12V LED
POOL LIGHT
NOTE BOND WIRE # 8 TO BE SECURED
TO STEEL WITH APPROVED CLAMP.
TO BE ENCASED IN POOL FOUNDATION
MIN. 3" OF COVER AROUND CLAMP
POOL BOND SCHEMATIC
POOL DECK
POOL COPING
POOL WALL
1" PVC PIPE
TO TRANSFORMER
1-1/2' PVC PIPE
MIN. 16'
NICHELESS LIGHT DETAIL
AIR RELIEF
CARTRIDGE
POOL FILTER WITH 250
SQ.FT. OF SURFACE Ali
IP.
NOTE: THIS DESIGN IS AN
ALTERNATIVE AND/OR EQUIVALENT
TO COMPLIANCE WITH
N.E.0 2011 ART. 680.26 C.
TILE
4" MIN. FROM
WATER LEVEL TO
TOP OF LENS
INTERIOR POOL
FINISH
(DIAMOND BRITE)
NO SCALEEVIEW
LA P ID R 0 E- /A
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NOTE: BALL VALVES
MAY BE SUBSTITUTED
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ISOMETRIC
POOL DATA:
POOL SPA BASIN TOTAL
SURFACE AREA SQ.FT.
648.0
49.0
72.0
769.0
VOLUME GALLONS
20067
507.5
2423.5
22998
TURNOVER HOURS
3.35
0.08
0.40
3.83
PERIMETER (FEET)
1 108.0
28.0
76.0
212.0
DECK AREA ( SQ.FT)
1146.31
PLUMBING NOTES:
1. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC-PW,
NON -THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON
GROUND OR ON MAXIMUM 4'-0" CENTERS WITH CLEVIS HANGERS.
2. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE
PIPING 1-1/2" DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL
BUILDING DEPARTMENT REQUIREMENTS.
4. ANTI VORTEX MAIN DRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE.
6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE -PLUMBING SECTION 309 AS IT PERTAINS TO BUOYANCY.
7. THE WATER VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS
THAN 8 FEET PER SECOND.
8. THE WATER VELOCITY THROUGH ALL PRESSURE PIPING SHALL BE LESS
THAN 10 FEET PER SECOND.
9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET
RADIATION AND NORMAL OPERATING TEMPERATURES.
ADJUSTABLE LID
SKIMMER DETAIL
NO SCALE
iNCRETE
BASKET
5 SQ.IN.)
ON UNE
SAME SIZI
AS PUMP
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TUBE . ONLY ONE REQUIRED
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Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
PERMIT APPLICATION
P BUILDING ❑ ELECTRIC ❑ ROOFING
FRC 20'-4-
Master Permit No:'''.
Sub Permit No.
I REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Nam Fee Simple Titleholder): l �J /y( 1 G �� �V Phone#:36' ;
Address:.
City: P10State: f Zlp: ��V ch
Tenant/Lessee Name: Phone#:
Email: Orr) C
CONTRACTOR: Company Name: / §/ ( c 0' % e Phone#: � `'-
Address: / _
City: /� ��/ l,� <� State: 1'—xoe"Clad Zip:
Qualifier Name:' F� /� r ffa'/i-'�` .+� Phone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: > /'Fr Z//e'.'/
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Training/Education Education Fee $ Double Fee $
Technology Fee $ g/ —
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
OUTDOOR SWIMMING BARRIER
COMPLYING WITH 6TH EDITION (2017) R4501.17.1.1 THROUGH R4501.17.1.14
R4501.17Residential swimming barrier requirement.
Residential swimming pools shall comply with Sections R4501.17.1 through R4501.17.3.
Exception: A swimming pool with an approved safety pool cover complying with ASTM F1346.
R4501.17.1Outdoor swimming pools.
The top of the barrier shall be at least 48 inches (1219 mm) above grade measured on the
side of the barrier which faces away from the swimming pool. The maximum vertical clearance
between grade and the bottom of the barrier shall be 2 inches (51 mm) measured on the side
of the barrier which faces away from the swimming pool. Where the top of the pool structure is
above grade the barrier may be at ground level or mounted on top of the pool structure. Where
the barrier is mounted on top of the pool structure, the maximum vertical clearance between
the top of the pool structure and the bottom of the barrier shall be 4 inches (102 mm).
R4501.17.1.2
The barrier may not have any gaps, openings, indentations, protrusions, or structural components
that could allow a young child to crawl under, squeeze through, or climb over the barrier as
herein described below. One end of a removable child barrier shall not be removable without the
aid of tools. Openings in any barrier shall not allow passage of a 4—inch—diameter (102 mm)
sphere.
R4501.17.1.3
Solid barriers which do not have openings shall not contain indentations or protrusions except
for normal construction tolerances and tooled masonry joints.
R4501.17.1.4
Where the barrier is composed of horizontal and vertical members and the distance between the
tops of the horizontal members is less than 45 inches (1143 mm), the horizontal members shall
be located on the swimming pool side of the fence. Spacing between vertical members shall not
exceed 1-3/4 inches (44 mm) in width. Where there are decorative cutouts within vertical
members, spacing within the cutouts shall not exceed 1-3/4 inches (44 mm) in width.
R4501.17.1.5
Where the barrier is composed of horizontal and vertical members and the distance between the
tops of the horizontal members is 45 inches (1143 mm) or more, spacing between vertical
members shall not exceed 4 inches (102 mm). Where there are decorative cutouts within vertical
members, spacing within the cutouts shall not exceed 1-3/4 inches (44 mm) in width.
R4501.17.1.6
Maximum mesh size for chain link fences shall be a 2-1/4—inch square (57 mm) unless the
fence is provided with slats fastened at the top or bottom which reduce the openings to no
more than 1-3/4 inches (44 mm).
R4501.17.1.7
Where the barrier is composed of diagonal members, the maximum opening formed by the
diagonal members shall be no more than 1-3/4 inches (44 mm).
R4501.17.1.8
Access gates, when provided, shall be self —closing and shall comply with the requirements of
Sections R4501.17.1.1 through R4501.17.1.7 and shall be equipped with a self —latching locking
device located on the pool side of the gate. Where the device release is located no less than
54 inches (1372 mm) from the bottom of the gate, the device release mechanism may be
located on either side of the gate and so placed that it cannot be reached by a young child
over the top or through any opening or gap from the outside. Gates that provide access to the
swimming pool must open outward away from the pool. The gates and barrier shall have no
opening greater than 1/2 inch (12.7 mm) within 18 inches (457 mm) of the release mechanism.
Where a wall of a dwelling serves as part of the barrier, one of the following shall apply.
1.All doors and windows providing direct access from the home to the pool shall be equipped
with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85
dBA at 10 feet (3048 mm). Any deactivation switch shall be located at least 54 inches (1372
mm) above the threshold of the access. Separate alarms are not required for each door or
window if sensors wired to a central alarm sound when contact is broken at any opening.
Exceptions:
a.Screened or protected windows having a bottom sill height of 48 inches (1219 mm) or more
measured from the interior finished floor at the pool access level.
b.Windows facing the pool on floor above the first story.
c.Screened or protected pass —through kitchen windows 42 inches (1067 mm) or higher with a
counter beneath.
2.AI1 doors providing direct access from the home to the pool must be equipped with a
self —closing, self —latching device with positive mechanical latching/locking installed a minimum of
54 inches (1372 mm) above the threshold, which is approved by the authority having jurisdiction.
3.A swimming pool alarm that, when placed in a pool, sounds an alarm upon detection of an
accidental or unauthorized entrance into the water. Such pool alarm must meet and be
independently certified to ASTM Standard F2208, titled "Standard Safety Specification for
Residential Pool Alarms,"which includes surface motion, pressure, sonar, laser, and infrared
alarms. For purposes of this paragraph, the term ''swimming pool alarm"does not include any
swimming protection alarm device designed for individual use, such as an alarm attached to a
child that sounds when the child exceeds a certain distance or becomes submerged in water.
Where an aboveground pool structure is used as a barrier or where the barrier is mounted on
top of the pool structure, and the means of access is a ladder or steps, the ladder or steps
either shall be capable of being secured, locked or removed to prevent access, or the ladder or
steps shall be surrounded by a barrier which meets the requirements of Sections R4501.17.1.1
through R4501.17.1.9 and Sections R4501.17.1.12 through R4501.17.1.14. When the ladder or steps
are secured, locked or removed, any opening created shall not allow the passage of a
4—inch—diameter (102 mm) sphere.
SCOPE OF WORK:
EXISTING U.G.
ELECTRICAL SERVICE
EXISTING 200AMP.
ELECTRICAL METER
EXISTING 200AMP.
ELECTRICAL PANEL
EXISTING 4FT HIGH CHAIN LINK
FENCE & SINGLE GATE WITH SELF
CLOSING AND SELF LATCHING
DEVICE. W/LOCK DEVICE ® 54"
FROM GRADE LEVEL
EXISTING 4 FT HIGH CHAIN LINK
FENCE (TO BE USED AS PART
OF POOL BARRIER)
BRICK ON SAND POOL DECK
EXISTING POOL TO BE REMODELED
UNDER THIS PERMIT— SEE SCOPE OF
WORK NOTE IN THIS PAGE —
REMODELING EXISTING POOL INCLUDES:
1. BUILD NEW SPA ATTACHED TO EXISTING POOL.
2. BUILD NEW INFINITY BASIN ATTACHED TO EXISTING
POOL.
3. CHANGE DEPTH OF EXISTING POOL FROM 7'-0" TO
5-0" AT DEEP END
4. INSTALL NEW POOL PIPING AND FILTRATION SYSTEM
5. INSTALL NEW POOL LIGHTS
6. PROVIDE NEW POOL BONDING
R=25.00'
A=25.07'PL S
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PROVIDE ALARMS
ALL WINDOWS AND DOORS WITH ACCESS TO THE POOL
ON ANY WALLS OF THE HOUSE USED AS PART OF
THE BARRIER COMPLYING WITH 6TH EDITION (2017)
FBC R45 01.17.1.9
REFER TO POOL BARRIER CODE NOTES IN THIS PAGE
LEGAL:
RE —PLAT OF TR C MIAMI SHORES BAY
PARK ESTS PB 64-97 LOT 15 BILK 5
LOT SIZE IRREGULAR OR 13702-870 0688 1
CDC 25631-2753 05 2007 1
36.82'
NEW 18 FT
NEW 36'x2'
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DATE:08/30/ 1 6
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POOL PLAN
NOTE: THE SCOPE OF WORK UNDER THIS PLAN REVISION ONLY INCLUDED:
1- PROVIDE 6" CONCRETE SLAB AT DEEP END OF EXISTING POOL TO CHANGE
NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS FROM
THE DEPTH OF POOL FROM 7'-0" TO 6'-0" MAX.
PROPERTY LINES AND STRUCTURES PRIOR TO EXCAVATION.
SHOULD ANY SETBACKS BE LESS THAN THE MINIMUN
2- INSTALL NEW BENCH AT DEEP END OF EXISTING POOL REv
REQUIREMENTS, EITHER BY OWNER OR BUILDING OFFICIAL, THE
a ENGINEER SHALL BE NOTIFIED.
3- THE INSTALLATION OF HELICAL PILES AT EXISTING POOL BASIN, EXISTING
SPA AND PROPOSAL POOL DECK RETAINING WALL.
DATE:
1 1 /02/ 1 8
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2 OF 4
EPDXY NOTES
HILTI HIT HY-150 MAX INJECTION ADHESIVE ANCHOR
1. DRILL HOLES WITH ANSI B212.15 MATCHED TOLERANCE CARBIDE TIPPED DRILL
BITS WITH DRILL IN ROTO—HAMMER MODE. DIAMOND CORING HOLES IS NOT
PERMITTED.
2. DRILLED HOLE SPECIFICATIONS (DIAMETER & DEPTHI) SHALL COMPLY WITH HILTI
SPECIFICATIONS OR ICC ESR
3. ALLOWABLE LOADS MAY BE INCREASED BY UP TO 33-1 3% FOR SHORT—TERM
WIND OR SEISMIC LOAD RESISTANCE IAW ICC ESR UNLESS NOT PERMITTED BY
THE APPLICABLE BUILDING CODE.
4. WHEN CONDUCTED, PROOF TEST ANCHORS IN THE FIELD TO 150-200% OF HILTI
PUBLISHED ALLOWABLE TENSION LOAD UNLESS NOTED OTHERWISE IN A PROOF
TEST LOAD TABLE. TORQUE TESTING IS NOT PERMITTED.
5. ANCHORS MAY BE INSTALLED IN DAMP HOLES IAW ICC ESR. INSTALLATION IN
HOLES WITH STANDING WATER IS NOT PERMITTED.
6. ANCHORS SHALL BE TIGHTENED WITH A CALIBRATED TORQUE WRENCH. USE OF
AN IMPACT WRENCH IS NOT PERMITTED.
7. CONTACT HILTI TECHNICAL SUPPORT AT 1-800-879-8000 FOR ADDITIONAL
ASSISTANCE WITH HIT HY-150 MAX ANCHOR INSTALLATIONS.
8. INSTALLATION INSTRUCTIONS:
A. FOR HIT HY-150 ADHESIVE WITH ALL —THREAD ROD OR REBAR DOWEL:
1. DRILL ANCHOR HOLE WITH A CARBIDE BIT (SEE NOTE 1 ABOVE), TO SPECIFIED
EMBEDMENT DEPTH.
2. CLEAN HOLE IN ACCORDANCE WITH HILTI SPECIFICATIONS OR ICC ESR.
3. PUT ADHESIVE REFILL PACK INTO DISPENSER HOLDER. REMOVE CAP COVERING
THREADED PROJECTION.
4. SCREW ON STATIC MIXER NOZZLE.
5. PUT HOLDER/CARTRIDGE INTO APPROPRIATE DISPENSER AND DISCARD THE
FIRST TWO TRIGGER PULLS OF ADHESIVE FROM EACH REFILL PACK/CARTRIDGE.
6. INJECT ADHESIVE INTO HOLE STARTING AT THE BOTTOM UNTIL 1 /2 TO 2/3
FULL. USE MIXER FILLER TUBE EXTENSIONS WHEN NEEDED TO REACH THE
BOTTOM OF THE HOLE.
7. UNLOCK DISPENSER.
8. INSERT ALL —THREAD ROD OR REBAR DOWEL. TWIST DURING INSTALLATION.
9. ANCHOR MAY BE ADJUSTED DURING SPECIFIED GEL TIME. DO NOT DISTURB
ANCHOR BETWEEN SPECIFIED GEL AND CURE TIMES.
10. AFTER FULL CURE TIME, APPLY SPECIFIED TORQUE AS REQUIRED TO SECURE
FASTENED ITEM.DO NOT EXCEED SPECIFIED MAXIMUM TORQUE.
BRICK COLORS AND PROVIDE T—E 8"X8" CONC.
PATTERNS TO BE SELECTED / 1 # CAP W 5 CONT.
BY OWNER/ BUILDER
8.49' POOL DECK
EXISTING
GRADE
EXISTING 12"
POOL CONCRETE
FLOOR
USE # 3 ® 9" O.0 EACH WAY
DRILL 6" INTO EXISTING
CONCRETE FLOOR AND SET BAR
IN EPDXY GROUT BY "HILTY" HIT
HY 150 MAX MIN. SPLICE 18"
USE # 3 ® 9" O.0 EACH WAY DRILL 4" INTO
EXISTING CONCRETE WALL AND SET BAR IN EPDXY
GROUT BY "HILTY" HIT HY 150 MAX MIN. SPLICE 18"
POOL COPING
X
a
7BEYOND
POOL BENCH
N
a PROVIDE #3 ® 9"
I. HOR. & VERT
z
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w! NEW 6 CONCRETE SLAB
W/ #3 ®9" EACH WAY w
U
ANTI VORTEX
" L MAINDRAIN
EXISTING PILE
14'
12" OPTIONAL: PROVIDE POOL COPING
6" 6" CTILE ONTRON STEPSL& BENCHE OR LLNOSE GEE 10" 10" 1-6. / —POOL DECK
� 1
e
#3 ® 9"
HOR. & VERT
/ -*r 18 NEW SPA BENCH
BEYOND
6"
FOAM
00
PORTION OF EXISTING POOL'//�/'
SLAB TO BE CUT IN ORDER
TO INSTALL NEW 2"
HYDROSTATIC RELIEF VALVE 2" H
RELI E
IN WASHED BED
ROCK
EXISTING PILE
SECTION A
SCALE: 1 /2" = 1'—O"
N-
ANTI VORTE;l_
MAINDRAIN
wwesm_gw_�
®ll`�fm
co
EXIST. #3 ® 9"
HOR. & VERT
LEXIST.12" CONCRETE SU41
2
W/ #3 ® 6" EACH WA
TOPAND BOTTOM
LEXIST. # 3 ® 9" O.0 EACH WAY4"
INTO EXISTING CONCRETE WALSET
BAR IN EPDXY GROUT BY "HHIT
HY 150 MAX MIN. SPLICE 18"EXISTING
SEE DETAIL 2
POOL WALL
USE # 3 0 9" O.0 EACH
WAY DRILL 4" INTO EXISTING
NOTE:
PROVIDE 18" MIN.
SPLICE
CONCRETE FLOOR AND SET
AND 3" MIN. CONCRETE COVER
BAR IN EPDXY GROUT BY
"HILTY" HIT HY 150 MAX
MIN. SPLICE 18"
'--Wdb/' F/iA'(rT SNUB BASE NEW BASIN WATER LINE i\//
NEW INFINITY EDGE
SECTION C PORTION OF EXISTING POOL ----`
N.T.S., WALL TO BE REMOVED PROVIDE NEW 3.5"0 HELICAL
„ POOL DECK PILE WITH STANDARD UNDERjj
PINNING BRACKET \;
(SEE DETAIL 2)LJ
\/
LPOOL WATER LINE EXISTING WALLWITH #3 ® 9
PROVIDE 1/2" THINSET HOR. & VERT
FOR ALL PERIMETER BRICKS "
EXISTING EXIST.# 3 ® 12" O.0 EACH WAY
POOL DECK 8'49 POOL WALL TOP AND BOTTOM —DRILL 6"
//\//\////�//�/%\ MIN. INTO EXISTING CONCRETE z
FLOOR AND SET BAR IN EPDXY
w GROUT BY "HILTY" HIT HY 150 °r
.,f ..l \\,/\\/\\/\\/\\\\ - MAX MIN. SPLICE 18"
12" x 36"
GRADE BEAM GB-2
(SEE PLAN & SCHEDULE)
XISTING GRADE
PILE
ON SITE PRIOR ORDER)
A
EXISTING 12" CONCRETE EXIST. #3 ® 9"
POOL FLOOR HOR. & VERT
8"x 8"x 3 4 " TOP PLATE
W/ 4 # 3/4" HEADED WELDS: ALL WELDS SHALL CONFORM TO AWS
STUDS WELDED AS SHOWN. STANDARDS AND SHALL BE MADE BY PROPERLY I
CERTIFIED WELDERS. ALL ELECTRODES SHALL BE EXISTING PILE
E70XX. ALL WELDS SHALL BE WIRE BRUSHED AND
PAINTED TO ASSURE WEATHER RESISTANCE. IST. 12" CONCRETE SLAB
3. " 0 I W #3 ® 6" EACH WAY TOP AND BOTTOM
HELICAL PILES 3.5" 0I
HELICAL PILE
EE DETAIL 2
SECTION D
SCALE: 1 /2" = 1'-O" SE TI O N B
SCALE: /2" = 1'-0"
6" 2'
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DRAW BY
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SW"ANG POOL DESIGNS
305.741.3442
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EXIST. # 3 ® 9" O.0 EACH WAY
6" MIN. INTO EXISTING CONCRETE
NOTE: PROVIDE 18" MIN. SPLICE WALL AND SET BAR IN EPDXY
AND 3" MIN. CONCRETE COVER GROUT BY "HILTY" HIT HY 1;'?fUX
MIN. SPLICE 18"
DETAIL 1 TOP VIEW
SCALE: 3/4" = 1'-0" K3
. ,
NOTE: THE SCOPE OF WORK UNDER THIS PLAN REVISION ONLY INCLUDED:
1— PROVIDE 6" CONCRETE SLAB AT DEEP END OF EXISTING POOL TO CHANGE
THE DEPTH OF POOL FROM 7'-0" TO 6'-0" MAX. 2\
2— INSTALL NEW BENCH AT DEEP END OF EXISTING POOL
3— THE INSTALLATION OF HELICAL PILES AT EXISTING POOL BASIN, EXISTING
SPA AND PROPOSAL POOL DECK RETAINING WALL.
IZE V .
DATE: 1 1 /02/ 1 6
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3 OF 4
SOIL STATEMENT
BASED ON THE INFORMATION OBTAINED
FROM "ALL STATE ENGINEERING & TESTING CONSULTANTS, INC."
THE PRESENCE OF LAYERS OF VERY LOOSE SLIT AND ORGANIC
MATERIALS
OF VARIED THICKNESS, MAKES THE SITE LESS APPROPRIATE FOR
CONSTRUCTION USING REGULAR METHOD AT THE EXISTING GRADE
FOR THE
PROPOSED STRUCTURE, THEREFORE:
THE FOLLOWING FOUNDATION SYSTEMS WERE SELECTED:
L-3.5" DIAMETER, HELICAL PILES
OF SUFFICIENT DEPTH TO PROVIDE A MINIMUM BEARING
CAPACITY OF 15 TONS EACH
STRUCTURAL NOTES
1.-ALL PILES SHALL BE 3.5" DIAMETER HELICAL PILE SUFFICIENT
DEPTH TO PROVIDE A MINIMUM BEARING CAPACITY INDICATED
2.- ALL CONCRETE SHALL DEVELOP A MINIMUM 28
DAY COMPRESSIVE STRENGTH OF 5000 PSI.
3.- ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60,000 PSI.
4.- ALL PILES SHALL EMBED A MINIMUM OF 4" INTO PILE CAPS.
5.- ALL PILE REINFORCING STEEL SHALL BE CONNECTED TO
BOTTOM FLOOR REINFORCING WITH MINIMUM 18" LAPS AND
APPROVED CONNECTORS.
GENERAL NOTES.
1. ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED
CONCRETE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 5.000
PSI.
2.- ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 60.
3.- ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF
APPROVAL WHICH LOGO PRINTED.
4.- FILTER BACKWASH SHALL COMPLY WITH LATEST FBC.
5.- POOL SHALL BE BUILT ON 3.5" DIAM HELICAL PILES BASED UPON
THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT
PREPARED BY "ALL STATE ENGINEERING & TESTING CONSULTANTS„ INC."
6.-IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE
BY SHORING, UNDERPINNING OR ANY OTHERS METHOD IF REQUIRED.
THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE
SAFETY OF EXISTING STRUCTURE.
7.-THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE
EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL
CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND
ESTABLISH LOT LINES IF NECESSARY. CONTRACTOR AND/OR OWNER
SHALL VERIFY LAYUOT SHOWN AND ALL DIMENSIONS PRIOR TO
CONSTRUCTION.
8.- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT
THE SITE. MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND
SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY IN
GENERAL. HOLD A DISTANCE OF 10 FEET FROM OVERHEAD
ELECTRIC LINES TO OPEN POOL WATER AND 10 FEET FROM
UNDERGROUND ELECTRIC LINES.
9.- POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST
EDITION OF CONSUMER PRODUCTS SAFETY COMMISSION,W.D.C.
10.- MINIMUM 4'-0" HIGH IS FENCE RECOMMENDED AROUND ALL
POOL IN UNSCREENED AREAS
11.- WHERE POOLS ABUT OR ARE PLACE NEARBY SEAWALLS OR
BULKHEADS SPECIAL CARE SHALL BE EMPLOYED. THE WALLS
SHALL BE IN GOOD CONDITIONS NOT PERMITTING ANY SHIFTING OR
REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM
POOL IF THE WALLS DO NOT FULLY CONTAIN THE SIOL BEHIND
THEM, THEY SHALL BE REPLACED OR REPAIRED. CONTINUAL
MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERTY
OWNER WHEN EXCAVATING FOR THE POOL , THE SEAWALL
TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEADMEN FALL
WITHIN THE EXCAVATION,NOTIFY THE ENGINEER FOR INSTRUCTIONS.
12.-THE CONTRACTOR SHALL BACK FILL THE POOL SHELL WITH
CAUTION.THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL
SHALL BE ACCOMPLISHED WITH CLEAN SAND FREE OF ORGANIC
MATERIALS AND SHALL BE PLACED 1N 12" THICK LAYERS. EACH
LAYERS SHALL BE COMPACTED TO 90% OF THE SOIL MAXIMUM
DENSITY BY TAMPING SOLIDLY. SOIL BELOW THE PATIO SHALL BE
BY OTHERS.
PILING DATA
NOTE:
SEE ATTACHMENT "ALL STATE ENGINEERING & TESTING
CONSULTANTS, INC." REPORT
PILE
PILE
CAPACITY
PILE
LATERAL
PILE
COMP
TENSION
CAPACITY
DEPTH
3.5" 0
15 TONS
5 TONS
N/A
22'
HELICAL PILES
EXISTING
SPA ---
2) 1/2" EXPANSION
IN EMBEDDED INTO
:ONCIR
I❑N
TYPICAL INSTALLATION
F❑UNDATION REPAIR BRACKET
REAR vfz-y
1-1/4' SLOT
TO FIT 1/2'
HARDWARE
3'
T
SHAFT SIZE
CAT. Nl/MBE/2
MINIMUM
/JL TIMATE STRENGTH
A109 I/1/G L OA P
RS2875
C 1500840
72, 000 LBS
36,000 LBS
RS3500
C 1500841
91,000 LBS
45,500 LBS
NOTCS-
1, HOT DIP GALVANIZE PER ASTM A153-CLATEST REVISI❑N).
2. ASSEMBLE COMPLETE AS SHOWN IN SIDE VIEW.
3. RECOMMENDED ANCHOR SHAFT CUTOFF LEVEL BELOW THE BOTTOM
OF THE FOOTING IS 14.5' FOR MAXIMUM LIFT DISTANCE.
4. MATERIAL SPECIFICATI❑NSi
BRACKET BODY 1 3/8' THICK STEEL PER ASTM A572 GRADE 50
T-PIPE TUBE BODY + STEEL PER ASTM A572 GRADE 50,
LATEST REV,
T-PIPE PIPE i STEEL PIPE PER ASTM A500 LATEST REV.
LIFTING STUDS: WILLIAMS FORM #11 GRADE 90,
5. A FACTOR OF SAFETY OF 2 YEILDS A SAFE WORKING LOAD.
6. THE CAPACITY OF THE UNDERPINNING SYSTEM IS A FUNCTION
OF MANY INDIVIDUAL ELEMENTS, INCLUDING THE CAPACITY
OF THE FOUNDATION, BRACKET, PIER SHAFT, HELICAL PLATE,
AND BEARING STRATA, AS WELL AS THE STRENGTH OF THE
FOUNDATION TO BRACKET CONNECTION AND THE QUALITY
OF PIER INSTALLATION,
UNDER PINNING BRACKET DETAIL (DETAIL 2)
N.T.S
NOTE: THE SCOPE OF WORK UNDER THIS PLAN REVISION ONLY INCLUDED:
1- PROVIDE 6" CONCRETE SLAB AT DEEP END OF EXISTING POOL TO CHANGE
THE DEPTH OF POOL FROM 7'-0" TO 6'-0" MAX.
2- INSTALL NEW BENCH AT DEEP END OF EXISTING POOL
3- THE INSTALLATION OF HELICAL PILES AT EXISTING POOL BASIN, EXISTING
SPA AND PROPOSAL POOL DECK RETAINING WALL.
GRADE BEAM SCHEDULE
MARK
SIZE
REINFORCEMENT
GB-1
12"x12"
(2) # 5 TOP, (2) #5 BOTTOM,
& TIE # 3 0 12" O.C.
GB-1
12"x36"
(2) #55BOTTOM, & TIE # 3
12" O.C.
RAILING ASSEMBLY SHALL RESIST
A 200 LB. FORCE IN ANY DIRECTION
AND REJECT A 4"0 OBJECT
FOR METAL HAND RAIL & RAILING
MANUFACTURED TO PROVIDE SHOP
DRAWINGS TO BUILDING DEPARTMENT
PRIOR INSTALLATION
12"
LESS THAN 4"
TYPICAL SPACING
TO REJECT A 4"N OBJECT
MANUFACTURED GUARDRAIL
12"
2" X 2" ALUM POST.
®48" O.C. MAX.
SETIN A 12" DIA.
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DRAW BY
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5.74' j
EXISTING GRADE / //j//j�// TOP OF PILE -_
(VERIFY ON SITE
\� �J �\ • /%\�/\`//� \ GRADE BEAM GB-1
(SEE PLAN & SCHEDULE)
o
TOP OF PILE4f (VERIFY ON SITE PRIOR ORDER)-�`�%\% \ / //// m \ 8"x 8"x 3/4 "TOP PLATE
W/ 4 # 3/4" HEADED
12" x 12"/,//\ ///i w HECK L PILE STUDS WELDED AS SHOWN.
GRADE BEAM GB-1
(SEE PLAN & SCHEDULE) 3/4" X 2" ALUM. ALUM.
8"x 8"x 3/4 "TOP PLATE BOTTOM BETWEEN POST
W/ 4 # 3/4" HEADED REJECT 6"0 OBJECT
STUDS WELDED AS SHOWN. 3.5' 0 PROVIDE # 3 ® 9" O.C. EACH WAY
HELICAL PILE
A
SCAI_F. 1 /2" = V-0" DATE: 1 I /O 2/ 18
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3.2 OF 4
EXISTING
200 AMP.
MAIN DISC.
IRICAL O
METER
EXISTING 2 # 12 THWN
1 P 20 AMP.
1 # 12 THHN CU. GROUND.
JANDY-AUTOMATION
CENTER POOL PANEL
EXISTING 60 AMP. REFER TO SITE
200 AMP. --,/--PLAN FOR LOCATION
ELECT.
PANEL
-� 2P-60 AMP.
PANEL "P" DISC.
3#6THWN
1# 8 (G)-
3 # 2/0 THWN IN 1" COND
1 # 6 G.
2P-20AMP.GFCI BREAKER (PUMP)
2P-20AMP.(BLOWER)
1 P-20AMP.(LIGTH)
EXISTING
GFI RECEPTACLE
6' MIN. 20' MAX.
FROM WATER LINE
SYSTEM
3 # 12 THWN
3.0 HP/230 V. POOL
RECIRCULATION PUMP
TWO SPEED
1 P-20 AMP.(LOW VOLTAGE) 2 BLOWER
230 V
SERVICE
POOL PUMP WILL
COMPLY WITH 2O14
FBC E 403.9. AND NEC 2011 403.32
I HEREBY CERTIFY THAT THE EXISTING SERVICE AND
PANEL HAVE ENOUGH CAPACITY TO ACCOMMODATE
THE NEW/ADDED POOL EQUIPMENT LOAD
NOTE; PROVIDE #8 BARE COPPER BOND WIRE FROM LIGHT TO POOL
STEEL.WHERE A CONCRETE DECK IS NOT PROVIDED, PROVIDED A #
8 BARE COPPER BOND WIRE FROM THE POOL STEEL TO THE
300 W
TRANSFORMER
NEW 15 W 12 V
BASIN LIGHT (4)
(NICHELESS)
EQUIPMENT To PANEL ELECTRICAL RISER DIAGRAM
WHERE A CONCRETE SLAB IS PROVIDED , THE BOND WIRE SHALL BE
CONNECTED FROM THE POOL STEEL TO REINFORCING (MESH N.T.S.
CONTINUOUS TO THE #5 REINFORCING BAR IN THE PERIMETER SLAB
FOOTING. A BOND WIRE SHALL THEN BE CONNECTED FROM THE
PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL.
ELECTRICAL NOTES:
1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN
COMPLIANCE WITH FBC 2017, 6TH EDITION, CHAPTER 42
2. ALL POOL ELECTRICAL WORKS, GROUNDING AND BONDING MUST BE
CONFORM WITH THE NEC 2014. ART. 680
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'.0" OF POOL'S
WATER EDGE.
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT
REQUIRED WORK, A REVISED DRAWING SHALL BE SUB-MITTED AND
APPROVED SHOWING EXPECTED AS BUILT CONFIGURATION WITH
ADDITIONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE
ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER
ALL PUMPS, HEATERS AND RELATED POOL EQUIPMENT SHOWN ON
THESE PLANS ARE SATISFACTORY FOR EXPOSURE TO THE
ELEMENTS.
6. RECEPTACLES SHALL BE LOCATED NOT LESS THAN 6 FEET (1829
MM) FROM THE INSIDE WALLS OF A STORABLE POOL, STORABLE
SPA OR STORABLE HOT TUB. IN DETERMINING THESE DIMENSIONS,
THE DISTANCE TO BE MEASURED SHALL BE THE SHORTEST PATH
THAT THE SUPPLY CORD OF AN APPLIANCE CONNECTED TO THE
RECEPTACLE WOULD FOLLOW WITHOUT PASSING THROUGH A FLOOR,
WALL, CEILING, DOORWAY WITH HINGED OR SLIDING DOOR, WINDOW
OPENING, OR OTHER EFFECTIVE PERMANENT BARRIER. (680.34)
POOL DECK
1" PVC PIPE
TO TRANSFORMER
8" MIN. JUNCTION BOX OR
LOWER VOLTAGE TRANSFORMER,
TO THE MAX. WATER LEVEL OF
THE POOL
POOL WALL
1-1/2" PVC PIPE
MIN. 16"
POOL
NICHELESS LIGHT DETAIL
NO SCALE
100 W
TRANSFORMER
JB 1
NEW (4) 10 W 12 V
STEP LIGHTS
NEW (4) 10 W 12 V
STEPS LIGHT
NEW 40W 12V LED
SPA LIGHT (NICHELESS)
NEW (4) 40W 12V LED
POOL LIGHT (NICHELESS)
AIR RELIEF
CARTRIDGE
POOL FILTER WITH 320
SQ.FT. OF SURFACE AR
1 'N
NOTE: BALL VALVES
MAY BE SUBSTITUTED
FOR MULTIPORT VALVES
TYPE:JANDY POWER CENTER PANEL ENCLOSURE: NEMA 3R
SERVICE: - LOCATION: SEE PLAN
VOLTAGE: 1W, 120/24o ELECTRICAL PANEL P
RATING 100 A.
MAINS: MAIN LUG A.I.C.S.: 10000 AIC: 10 K
AMPS
POLES
TOTAL
V.A.
COND.
SIZE
WIRE
SIZE
DESCRIPTION
CKT
No.
CKT
No.
DESCRIPTION
WIRE
SIZE
COND.
SIZE
TOTAL
V.A.
POLES
AMPS
20
1
360
1/2"
12
POOL LIGHTS
1
2
POOL BLOWER 2HP
12
1/2"
1000
2
20
20
2
3000
1 /2"
12
POOL PUMP 3HP
5
6
}a� u
12
1 /2"
80
1
20
SPARE
7
8
3360
TILE
4" MIN. FROM
WATER LEVEL TO
TOP OF LENS
INTERIOR POOL
FINISH
(DIAMOND BRITE)
PANEL 'P' TOTAL DEMAND LOAD 100%
TOTAL LOAD @ 100%------------- 4 440 W
4 440 W / 240 VOLT =-----------18.5 AMP. @ 100%
NOTE: PROVIDE
CONTINUOUS SINGLE #
8 COOPER BONDED IN
FOUR POINT (360-)
AROUND POOL & SPA
1 080
TO POOL EQUIP.
NOTE: THIS DESIGN IS AN
ALTERNATIVE AND/OR EQUIVALENT
TO COMPLIANCE WITH N.E.0 2014
ART. 680.26 (B) & (C).
POOL
BOND WIRE SHALL BE SECURED TO
POOL STEEL WITH APPROVED CLAMP.
P SO
SQ
�0N
P00� pip\C,
1�� I'
RECIRCULATION PUMP
TWO SPEED
3.0 HP WITH 100 GPM AT 60' TD
PLUMBING ISOMETRIC
N.T.S.
O
,. PO
ti � LPG
H P\R
It
i
2 HP BLOWER
(230 V)
POOL DATA:
POOL SPA BASIN TOTAL
SURFACE AREA (SQ.FT.)
648.0
49.0
72.0
769.0
VOLUME GALLONS
20067
507.5
2423.5
22998
TURNOVER HOURS
2.23
0.05
0.27
2.55
PERIMETER (FEET)
108.0
28.0
1 76.0
212.0
DECK AREA ( SQ.FT)
1498.00
PLUMBING NOTES:
1. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC-PW,
NON -THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON
GROUND OR ON MAXIMUM 4'-0" CENTERS WITH CLEVIS HANGERS.
2. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE
PIPING 1-1/2" DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL
BUILDING DEPARTMENT REQUIREMENTS.
4. ANTI VORTEX MAIN DRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE.
6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE -PLUMBING SECTION 309 AS IT PERTAINS TO
BUOYANCY.
7. THE WATER VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS
THAN 8 FEET PER SECOND.
8. THE WATER VELOCITY THROUGH ALL PRESSURE PIPING SHALL BE
LESS THAN 10 FEET PER SECOND.
9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET
RADIATION AND NORMAL OPERATING TEMPERATURES.
PROVIDE 4 # 8 COPPER
BONDING TAILS (ONE EACH
SIDE) CLAMPED TO POOL WALL
STEEL FOR DECK BONDING
POOL & SPA BOND SCHEMATIC
SAME SIZE
AS PUMP
SUCTION
ANTIVOR X
MANDRAI COVERS
2" HYDROSTATIC RELIEF
TUBE . ONLY ONE REQUIRED
MAINDRAIN DETAIL
NO SCALE
KEfV.
DATE : 08/3 0/ 1
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305.741.3442
roberto@giapooldesign.cot
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2_4
SHEET:
4 OF 4
END TO BE
CUT AT\FIEL
TRUSS PLACEMENT PLAN
SCALE: 3/16=1'-O"
70-1 r-LCV.
SECTION ...............A
N.T.S.
ALL SPACING 24" O.C.
UNLESS OTHERWISE NOTED.
FOR DRYWALL CONSTRUCTION REFER TO ARCHITECT OR TRUSSES MUST BE NOT BEAR ON
WITHOUT STRIPPING, CONTRACTOR ENGINEER FOR COMPLETE TIE ANY INTERIOR WALL OR PARTITION
TO PROVIDE 2x4 CONTINUOUS DOWN PROVISIONS FOR TIE UNLESS DESIGNED FOR.
LATERAL BRACING AS PER BEAM, WALL AND FOUNDATION
ENGINEERING SHEETS. CONDITIONS.
R
TRUSS LOADING CONDITIONS
TOP CHORD LIVE: 30
NUMBERING SYSTEM TOP. CHORD DEAD: 15
DIMENSIONS SHOWN FEET -INCHES -SIXTEENTHS BOTTOM CHORD LIVEN 0
BOTTOM CHORD DEAD: 10
LOAD DURATION: 1.33
END TO BE
CUT AT FIEL
BEAM LEGEND
BEARING ELEV. HGHT. DIFF.
15'-1" (+4'-4")
11'-9" (+1'-0")
10'-9" (+0'-0")
BEARING ELEV.=GIVEN FROM FINISHED FLOOR
ELEV. DIFF.=DIFFERENCES AMONG BEARING ELEV
#1 #3
11P GIRDER
tDEIACK�f
II 11 II II II II
TYPICAL HIP CONNECTION DETAIL
REFER TO ENGINEERING PACKAGE FOR
DETAILED ATTACHMENT & N.O.A.
WIND LOAD CRITERIA
DIST. FROM OCEANLINE: N/A
EXPOSURE CATEGORY: D
BLDG. CATEGORY: I I
WIND SPEED: 175 M.P.H.
WALL HEIGHT: AS SHOWN
DEAD LOAD: 10 P.S.F.
BLDG TYPE: ENCLOSED & PARTIALLY ENCLOSED
LOAD DURATION: 1.60
ASCE: 7-10
MEAN ROOF HGT.: 1T-0"
NOTES:
1. FOR HANGER CONNECTION REFER TO HANGER
DETAIL SHEETS ATTACHED, IF APPLICABLE.
2. FOR BRACING ON WEBS AND COMPRESSION
REFER TO ENGINEERING SHEETS.
3. FOR HANGER SHOWN CN RCOF LAYOUT, REFER
TO HANGER DETAIL SHEETS A TACHEV CM
ENGINEERING PACKAGE.
4. FIELD BRACING IS NOT T1'E i—ESPONSIFILITY
OF THE TRUSS FABRICATCP. PERSON ERECTING
TRUSSES ARE CAUTIONED TO SEEK
PROFESSIONAL ADVICE PEG.kRDING ERECTION
BRACING WICH IS ALWAYS REQUIRED TO
PREVENT TOPPLING AND DOYINOING DURING
ERECTION, AND PERMANENT 4RACING WICH
MAY BE REQUIRED IN SPECIFIC APP--iGI.6 0NS.
TRUSSES SHALL BE ERECTED AND FASTENED
IN A STRAIGHT AND PLUMB POSITION.
TRUSSES SHALL BE HANDLED WITH REASONABLE
CARE DURING ERECTION TO PREVENT DAMAGE.
5. CONTRACTOR OR OWNER MUST SCAB ANY
TRUSSES AS REQUIRED AND. SPECIFIED ON
ENGINEERING SHEETS.
6. CONTRACTOR OR OWNER IS ADVICED TO SEEK
PROFESSIONAL ADVICE BEFORE APPROVING THIS
LAYOUT.
7. DO NOT CUT OR ALTER TRUSSES.
DECO WILL NOT HONOR BACK CHARGES
UNLESS AUTHORIZED BY THIS OFFICE.
8. TRUSSES MAY NOT BE SYMETRICAL.
ALWAYS REFER TO ENG. SHEETS WHEN
ERECTING TRUSSESI
n V Tn 1:ARD1rATC:-0cD TDI IcC 01 A1\
Date: -
.S1GN:NERE--:
2'-61/4" Signature:
CANT. 15'-1" ELEV.
NOTE!
2'-8" 4 RETURN THIS APPROVE DRAWING TO DECO
Fim-c-llw-FT51 TRUSS, FABRICATION WILL NOT START UNTIL
ry CT 1 3 517 PLAN HAS BEEN RECEIVED
SECTION...............B �1 t
N.T.S. $ NOTE:
CUSTOMER / CONTRACTOR HAS BEEN PROVIDED
WITH T.P.I. RECOMMENDATIONS FOR BRACING
AND TRUSS ERECTION
SE A. RTINEZ, Pit
Iv L AND STRUCTURAL ENGINEERS
Lpc;r-NSE NO—, PE 0(0509
� ..�t rtt,j s ree ,nleah,Florida 33
a
,?.17
§CTgLON. construction oc .�merts The contr3dor s respcnsd
- i r ofit- ��� o�3rWi E'. j� ens x s, f F rr,BtiJR
— --- -- ------ N.T ethc� n r 3�- of h III i er
_
REVIBUED:
APPROVED AS TED:
%
(APABLE
RRICANE STRAP, WALLS, AND FOUNDATIONS MUST BEITE FRAMING MUST BE APPROVED BY OTHERS.�<JOF WITHSTANDING UPLIFT AS SHOWN ON ENG.
ZDWITIONAL
INGS & F.B.C. 5.E D LE GER DESIGN AND CONNECTION MUST BE APPROVED BY �ERS.�'� MAHMOUDZOLFAGHARI, P
el STRAPS OR OTHER CONNECTIONS ARE REQ'D 6.p O, 01 # 36921
IN ADDITION TO STANDARD CONNECTION. 7 ERECTION SUPERVISION IS REQUIRED. ', i r �� 13901 S.W. 108 AVE.
ANY REPAIRS AT THE FIELD MUST BE APPROVED BY A (STING TRUSSES MUST BE CAPABLE OF WITHSTANDING try - MIAMI, FLORIDA
� •. �` •� (305)253-2428
REGISTERED ENGINEER. �DITIONAL LOAD DUE TO THE NEW TRUSSES. % •. ,� ��' e
LOADIND ON GIRDER TRUSSES MUST BE CHECKED AND
VERIFIED BY ARCHITECT OR ENGINEER OF RECORD: €r x
ACKNOWLEDGE RECEIPT/ DATE
REVISIONS:
REV. NUMBER REV. DATE
1 (DL) 09.21.17