HomeMy WebLinkAbout1451 Rinehart Rd (A) 18-2505/
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VICINITY MAP
SCALE: 1 IN.= 1,400 FT
PROJECT INFORMATION:
PERMITTED USES:
ALL USES PERMITTED WITHIN GC -2 ZONING DISTRICT.
RECLAIMED WATER:
IRRIGATION TO BE PROVIDED BY CONNECTION TO CITY OF SANFORD'S RECLAIMED WATER SYSTEM.
RINEHART-GREENWAY coMMONS PD
SOLID WASTE:
SOLID WASTE REMOVAL TO BE PROVIDED BY CITY OF SANFORD, WITH DISPOSAL AT THE SEMINOLE COUNTY
LANDFILL. ALL HAZARDOUS SUBSTANCES ASSOCIATED WITH THIS DEVELOPMENT'S OPERATIONS SHALL BE
PROPERLY STORED ABOVE GROUND AND REMOVED ON A REGULAR BASIS IN ACCORDANCE WITH ALL APPLICABLE
LAWS, CODES AND ORDINANCES.
EXISTING ZONING: (PD) PLANNED DEVELOPMENT
FUTURE LAND USE: WESTSIDE INDUSTRY AND COMMERCE
TAX PARCEL ID NUMBER:
(UNASSIGNED)
PROPOSED LAND USE TABLE:
USE AREA (AC.)
PD 8.61
MAX. NON-RESIDENTIAL
INTENSITY
TOTAL PROJECT AREA: 8.61 ACRES
0.50 F.A.R.
SOIL TYPES:
ASTATULA-APOPKA FINE SANDS
BASINGER, SAMSULA, AND HONTOON SOILS
MYAKKA AND EAUGALLIE FINE SANDS
TAVARES-MILLHOPPER
MAX. RESIDENTIAL
INTENSITY
0.20 DU/AC.
MAX. BUILDING HEIGHT: 8- STORIES MAXIMUM, UP TO 100 FT.
MAX I.S.R. MIN. OPEN
SPACE
80% (6.89 AC.) 20% (1.72 AC.)
FLOOD INSURANCE RATE MAP:
THE SITE IS LOCATED IN ZONE X PER THE "FIRM" MAP NO. 12117CO065F, DATED SEPTEMBER 28, 2007.
PROJECT BENCHMARK:
SOURCE: SOURCE IS "BOUNDARY AND TOPOGRAPHIC SURVEY OF A PORTION OF LOT 1, PINE LAKE GROVES, PLANT BOOK 9, PAGE 27, SECTION
33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA DATED NOVEMBER 16, 2017. THE ELEVATIONS SHOWN HEREON ARE
BASED ON SEMINOLE COUNTY VERTICAL CONTROL NETWORK. SPECIFICALLY, BENCHMARK DESIGNATION NUMBER 8135303, BEING A SEMINOLE
COUNTY NAIL AND DISK STAMPED 813-5303 IN CONCRETE MEDIAN OF ENTRANCE TO STATE ROAD 417, 125' EAST OF CENTER LINE OF
RINEHART ROAD PUBLISHED ELEVATION IS 53.32 FEET, RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
UTILITY INFORMATION:
WATLR: CITY OF SANFORD
WASTEWATER: CITY OF SANFORD
REUSE: CITY OF SANFORD
ELECTRIC:
FIRE:
NATURAL GAS:
TELEPHONE.:
SOLID WASTE:
FLORIDA POWER AND LIGHT
CITY OF SANFORD
FLORIDA PUBLIC UTILITIES
AT&T
CITY OF SANFORD
ADJACENT STREETS:
STREET LOCATION R.O.W. WIDTH
SR. 417 SOUTH
U RINEHART RD. WEST
0
Filename C000 Cover — Rinehart Commons PH1.dwg
VARIES
140 FT
Plot Date Sep. 18, 2018 8:53am
CONTACT INFORMATION:
DEVELOPER:
RINEHART PARTNERS, LLC.
PHILLIP HOLLIS, MS/PE, MANAGER
1190 BUSINESS CENTER DRIVE
SUITE 1010
LAKE MARY, FL, 32746
SURVEYOR:
BENCHMARK SURVEYING AND MAPPING, LLC
3110 RED FOX RUN
KISSIMMEE, FLORIDA 34746
P: 407-509-9674
E: BENCHMARKSURVEYINGANDMAPPING.COM
ATTN: JOE JENKINS
ENGINEER/AGENT:
KLIMA WEEKS CIVIL ENGINEERING, INC.
SELBY G. WEEKS, P.E., LEED AP
385 DOUGLAS AVE., STE. 2100
ALTAMONTE SPRINGS, FLORIDA 32714
TEL: 407.478.8750
FAX: 407.478.8749
E-MAIL: SWEEKSOKLIMAWEEKS.COM
CONSTRUCTION PLANS
i45i RINEHART ROAD, SANFORD FL.
SEPTEMBER 2018
DRAWING INDEX:
KEY MAP
SCALE: 1 IN.= 200 FT
RECORD LEGAL DESCRIPTION (Prepare(
Surveying and Mapping, LLC., field date: November 16,2017):
SITE
A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING A PORTION OF LOT 1, PINE LAKE
GROVES, AS RECORDED IN PLAT BOOK 9, PAGE 27, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AS RECORDED OFFICIAL RECORD BOOK 4447, PAGE 1085, PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A PORTION OF LOTS 1 AND 2, PINE LAKE GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 27, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA,
LYING IN THE NORTHEAST 1/4 OF SECTION 32, TO;ASHIP 19 SOUTH, RANGE 30 EAST, AND THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, AS
RECORDED IN OFFICIAL RECORDS BOOK 1265, PAGE 1570, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LESS THAT PORTION LYING IN RINEHART ROAD ( 140 -FOOT
RIGHT-OF-WAY), AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION NO. 77160-2441,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
FROM THE NORTHWEST CORNER OF SAID SECTION 33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, (A 5"CONCRETE MONUMENT AS NOW EXISTS), RUN THENCE NORTH 89'52'39" EAST ALONG
THE NORTH LINE OF SAID SECTION 33 A DISTANCE OF 1318.88 FEET TO A POINT ON THE EAST LINE OF SAID PINE LAKE GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 9, PAGE 27, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE SOUTH 00'25'04" WEST ALONG THE EAST LINE THEREOF 30.00 FEET TO THE NORTHEAST CORNER
OF SAID LOT 1 FOR THE POIN 1 OF BEGINNING; THENCE CONTINUE ALONG THE EAST LINE OF SAID LOT 1 SOUTH 00'25'04" WEST 487.21 FEET TO A POINT ON THE NORTHERLY EXISTING
LIMITED ACCESS RIGHT OF WAY LINE OF STATE ROAD 417 (PARCEL 320 PARI C) AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP, SECTION 77160-2441;
THENCE NORTH 62'49'00" WEST ALONG SAID RIGHT OF WAY LINE 450.59 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 825.20 FEET, A CENTRAL
ANGLE OF 27'10'59" AND A CHORD BEARING OF NORTH 76'24'30" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE AND SAID RIGHT OF WAY LINE 391.50 FEET FOR THE
END OF SAID CURVE; THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE SOUTH 90'00'00" WEST 530.45 FEET TO A POINT ON THE EAST LINE OF SAID RINEHART ROAD, BEING A
POINT ON A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 2616.47 FEET, A CENTRAL ANGLE OF 04'06'35" AND A CHORD BEARING OF NORTH 02°43'16" EAST; THENCE NORTHERLY
ALONG THE ARC OF SAID CURVE AND SAID EAST LINE OF RINEHART ROAD 187.67 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 1; THENCE, DEPARTING SAID EAST LINE OF
RINEHART ROAD, NORTH 89'52'39" EAST ALONG SAID NORTH LINE OF LOT 1 A DISTANCE OF 1302.90 FEET TO THE POINT OF BEGINNING.
CONTAINING 7.718 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS OF RECORD.
RESERVING UNTO THE GRANTOR ALL RIGHTS OF INGRESS, EGRESS, LIGHT, AIR AND VIEW ALONG THE AFOREDESCRIBED NORTHERLY LIMITED ACCESS RIGHT OF WAY LINE OF STATE ROAD
417 AND THE EAST RIGHT OF WAY LINE OF RINEHART ROAD.
NOTE: THE PLANNED DEVELOPMENT ALSO INCLUDES:
A PORTION OF WILSON AVENUE BEING A 30.00 FOOT WIDE RIGHT OF WAY AS SHOWN ON PINE LAKE GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE
27, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. SAID PORTION OF WILSON ROAD LYING IN THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, BEING
NORTH OF LOT 1 OF SAID PINE LAKE GROVES AND BEING MORE PARTICULAR DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF THE NOR i'HWEST 1/4 OF SECTION 33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, THENCE NORTH 89'52'39" EAST, ALONG THE NORTH LINE OF
SAID NORTHWEST 1/4, A DISTANCE OF 15.94 FEET TO THE EAST RIGHT OF WAY LINE OF RINEHART ROAD, A 140.00 FOOT WIDE PUBLIC RIGHT OF WAY ACCORDING TO SEMINOLE
COUNTY RINEHART ROAD EXTENSION RIGHT OF WAY V'.P, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE CONTINUE NORTH 81:'52'39" EAST, ALONG THE NORTH LINE OF
SAID NORTHWEST 1/4, A DISTANCE OF 1302.90 FEET 70 THE NORTHERLY EXTENSION OF THE EAST LINE OF LOT 1 OF SAID PINE LAKE GROVES; THENCE SOUTH 00'25'04" WEST, ALONG
SAID NORTHERLY EXTENSION, A DISTANCE OF 30.00 FEET TO THE NORTHEAST CORNER OF LOT 1 OF SAID PINE LAKE GROVES; THENCE SJUTH 89'52'39" WEST, ALONG THE NORTH LINE
OF LOT 1 OF SAID PINE LAKE GROVES, A DISTANCE OF 1302.90 FEET TO THE EAST RIGHT OF WAY LINE OF SAID RINEHART ROAD, SAID POINT BEING ON A CURVE CONCAVE WESTERLY,
HAVING A RADIUS OF 2616.47 FEET, A CENTRAL ANGLE OF 00'39'25" AND A CHORD BEARING OF NORTH 00'20'16" EAST; THENCE NORTHERLY, ALONG THE ARC OF SAID CURVE AND
THE EAST RIGHT OF WAY LINE OF SAID RINEHART ROAD, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING.
CONTAINS 0.897 ACRES, MORE OR LESS.
I�JQirr A I +�t11�
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Nov u 4j,
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SANFORD FIRE DEPARTMENT
THESE PLANS ARE REVIEWED AND
CONDITIONALLY ACCEPTED FOR
PERMIT. AN ISSUED PERMIT SHALL BE
DEEMED PERMISSION TO PROCEED
WITH WORK AND NOT AS AUTHORITY
TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THESE PROVISIONS OF
THE TECHNICAL CODES, NOR SHALL
ISSUANCE OF A PERMIT PREVENT THE
FIRE PREVENTION DIVISION FROM
THEREAFTER REQUIRING A
CORRECTION OF ERRORS ON THE
PLANS, CONSTRUCTION OR OTHER
VIOLATIONS OF THE CODE.
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CERTIFICATE OF AUTHORIZATION No.: 9230
NO.
REVISION
BY
DATE
1
Owner Revisions
RZ
03.28.18
2
..... ..................
..
o6.05.18
3
Owner Revisions
DB
09.14.18
4
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VICINITY MAP
SCALE: 1 IN.= 1,400 FT
PROJECT INFORMATION:
PERMITTED USES:
ALL USES PERMITTED WITHIN GC -2 ZONING DISTRICT.
RECLAIMED WATER:
IRRIGATION TO BE PROVIDED BY CONNECTION TO CITY OF SANFORD'S RECLAIMED WATER SYSTEM.
RINEHART-GREENWAY coMMONS PD
SOLID WASTE:
SOLID WASTE REMOVAL TO BE PROVIDED BY CITY OF SANFORD, WITH DISPOSAL AT THE SEMINOLE COUNTY
LANDFILL. ALL HAZARDOUS SUBSTANCES ASSOCIATED WITH THIS DEVELOPMENT'S OPERATIONS SHALL BE
PROPERLY STORED ABOVE GROUND AND REMOVED ON A REGULAR BASIS IN ACCORDANCE WITH ALL APPLICABLE
LAWS, CODES AND ORDINANCES.
EXISTING ZONING: (PD) PLANNED DEVELOPMENT
FUTURE LAND USE: WESTSIDE INDUSTRY AND COMMERCE
TAX PARCEL ID NUMBER:
(UNASSIGNED)
PROPOSED LAND USE TABLE:
USE AREA (AC.)
PD 8.61
MAX. NON-RESIDENTIAL
INTENSITY
TOTAL PROJECT AREA: 8.61 ACRES
0.50 F.A.R.
SOIL TYPES:
ASTATULA-APOPKA FINE SANDS
BASINGER, SAMSULA, AND HONTOON SOILS
MYAKKA AND EAUGALLIE FINE SANDS
TAVARES-MILLHOPPER
MAX. RESIDENTIAL
INTENSITY
0.20 DU/AC.
MAX. BUILDING HEIGHT: 8- STORIES MAXIMUM, UP TO 100 FT.
MAX I.S.R. MIN. OPEN
SPACE
80% (6.89 AC.) 20% (1.72 AC.)
FLOOD INSURANCE RATE MAP:
THE SITE IS LOCATED IN ZONE X PER THE "FIRM" MAP NO. 12117CO065F, DATED SEPTEMBER 28, 2007.
PROJECT BENCHMARK:
SOURCE: SOURCE IS "BOUNDARY AND TOPOGRAPHIC SURVEY OF A PORTION OF LOT 1, PINE LAKE GROVES, PLANT BOOK 9, PAGE 27, SECTION
33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA DATED NOVEMBER 16, 2017. THE ELEVATIONS SHOWN HEREON ARE
BASED ON SEMINOLE COUNTY VERTICAL CONTROL NETWORK. SPECIFICALLY, BENCHMARK DESIGNATION NUMBER 8135303, BEING A SEMINOLE
COUNTY NAIL AND DISK STAMPED 813-5303 IN CONCRETE MEDIAN OF ENTRANCE TO STATE ROAD 417, 125' EAST OF CENTER LINE OF
RINEHART ROAD PUBLISHED ELEVATION IS 53.32 FEET, RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
UTILITY INFORMATION:
WATLR: CITY OF SANFORD
WASTEWATER: CITY OF SANFORD
REUSE: CITY OF SANFORD
ELECTRIC:
FIRE:
NATURAL GAS:
TELEPHONE.:
SOLID WASTE:
FLORIDA POWER AND LIGHT
CITY OF SANFORD
FLORIDA PUBLIC UTILITIES
AT&T
CITY OF SANFORD
ADJACENT STREETS:
STREET LOCATION R.O.W. WIDTH
SR. 417 SOUTH
U RINEHART RD. WEST
0
Filename C000 Cover — Rinehart Commons PH1.dwg
VARIES
140 FT
Plot Date Sep. 18, 2018 8:53am
CONTACT INFORMATION:
DEVELOPER:
RINEHART PARTNERS, LLC.
PHILLIP HOLLIS, MS/PE, MANAGER
1190 BUSINESS CENTER DRIVE
SUITE 1010
LAKE MARY, FL, 32746
SURVEYOR:
BENCHMARK SURVEYING AND MAPPING, LLC
3110 RED FOX RUN
KISSIMMEE, FLORIDA 34746
P: 407-509-9674
E: BENCHMARKSURVEYINGANDMAPPING.COM
ATTN: JOE JENKINS
ENGINEER/AGENT:
KLIMA WEEKS CIVIL ENGINEERING, INC.
SELBY G. WEEKS, P.E., LEED AP
385 DOUGLAS AVE., STE. 2100
ALTAMONTE SPRINGS, FLORIDA 32714
TEL: 407.478.8750
FAX: 407.478.8749
E-MAIL: SWEEKSOKLIMAWEEKS.COM
CONSTRUCTION PLANS
i45i RINEHART ROAD, SANFORD FL.
SEPTEMBER 2018
DRAWING INDEX:
KEY MAP
SCALE: 1 IN.= 200 FT
RECORD LEGAL DESCRIPTION (Prepare(
Surveying and Mapping, LLC., field date: November 16,2017):
SITE
A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING A PORTION OF LOT 1, PINE LAKE
GROVES, AS RECORDED IN PLAT BOOK 9, PAGE 27, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AS RECORDED OFFICIAL RECORD BOOK 4447, PAGE 1085, PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A PORTION OF LOTS 1 AND 2, PINE LAKE GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 27, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA,
LYING IN THE NORTHEAST 1/4 OF SECTION 32, TO;ASHIP 19 SOUTH, RANGE 30 EAST, AND THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, AS
RECORDED IN OFFICIAL RECORDS BOOK 1265, PAGE 1570, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LESS THAT PORTION LYING IN RINEHART ROAD ( 140 -FOOT
RIGHT-OF-WAY), AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION NO. 77160-2441,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
FROM THE NORTHWEST CORNER OF SAID SECTION 33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, (A 5"CONCRETE MONUMENT AS NOW EXISTS), RUN THENCE NORTH 89'52'39" EAST ALONG
THE NORTH LINE OF SAID SECTION 33 A DISTANCE OF 1318.88 FEET TO A POINT ON THE EAST LINE OF SAID PINE LAKE GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 9, PAGE 27, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE SOUTH 00'25'04" WEST ALONG THE EAST LINE THEREOF 30.00 FEET TO THE NORTHEAST CORNER
OF SAID LOT 1 FOR THE POIN 1 OF BEGINNING; THENCE CONTINUE ALONG THE EAST LINE OF SAID LOT 1 SOUTH 00'25'04" WEST 487.21 FEET TO A POINT ON THE NORTHERLY EXISTING
LIMITED ACCESS RIGHT OF WAY LINE OF STATE ROAD 417 (PARCEL 320 PARI C) AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP, SECTION 77160-2441;
THENCE NORTH 62'49'00" WEST ALONG SAID RIGHT OF WAY LINE 450.59 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 825.20 FEET, A CENTRAL
ANGLE OF 27'10'59" AND A CHORD BEARING OF NORTH 76'24'30" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE AND SAID RIGHT OF WAY LINE 391.50 FEET FOR THE
END OF SAID CURVE; THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE SOUTH 90'00'00" WEST 530.45 FEET TO A POINT ON THE EAST LINE OF SAID RINEHART ROAD, BEING A
POINT ON A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 2616.47 FEET, A CENTRAL ANGLE OF 04'06'35" AND A CHORD BEARING OF NORTH 02°43'16" EAST; THENCE NORTHERLY
ALONG THE ARC OF SAID CURVE AND SAID EAST LINE OF RINEHART ROAD 187.67 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 1; THENCE, DEPARTING SAID EAST LINE OF
RINEHART ROAD, NORTH 89'52'39" EAST ALONG SAID NORTH LINE OF LOT 1 A DISTANCE OF 1302.90 FEET TO THE POINT OF BEGINNING.
CONTAINING 7.718 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS OF RECORD.
RESERVING UNTO THE GRANTOR ALL RIGHTS OF INGRESS, EGRESS, LIGHT, AIR AND VIEW ALONG THE AFOREDESCRIBED NORTHERLY LIMITED ACCESS RIGHT OF WAY LINE OF STATE ROAD
417 AND THE EAST RIGHT OF WAY LINE OF RINEHART ROAD.
NOTE: THE PLANNED DEVELOPMENT ALSO INCLUDES:
A PORTION OF WILSON AVENUE BEING A 30.00 FOOT WIDE RIGHT OF WAY AS SHOWN ON PINE LAKE GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE
27, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. SAID PORTION OF WILSON ROAD LYING IN THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, BEING
NORTH OF LOT 1 OF SAID PINE LAKE GROVES AND BEING MORE PARTICULAR DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF THE NOR i'HWEST 1/4 OF SECTION 33, TOWNSHIP 19 SOUTH, RANGE 30 EAST, THENCE NORTH 89'52'39" EAST, ALONG THE NORTH LINE OF
SAID NORTHWEST 1/4, A DISTANCE OF 15.94 FEET TO THE EAST RIGHT OF WAY LINE OF RINEHART ROAD, A 140.00 FOOT WIDE PUBLIC RIGHT OF WAY ACCORDING TO SEMINOLE
COUNTY RINEHART ROAD EXTENSION RIGHT OF WAY V'.P, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE CONTINUE NORTH 81:'52'39" EAST, ALONG THE NORTH LINE OF
SAID NORTHWEST 1/4, A DISTANCE OF 1302.90 FEET 70 THE NORTHERLY EXTENSION OF THE EAST LINE OF LOT 1 OF SAID PINE LAKE GROVES; THENCE SOUTH 00'25'04" WEST, ALONG
SAID NORTHERLY EXTENSION, A DISTANCE OF 30.00 FEET TO THE NORTHEAST CORNER OF LOT 1 OF SAID PINE LAKE GROVES; THENCE SJUTH 89'52'39" WEST, ALONG THE NORTH LINE
OF LOT 1 OF SAID PINE LAKE GROVES, A DISTANCE OF 1302.90 FEET TO THE EAST RIGHT OF WAY LINE OF SAID RINEHART ROAD, SAID POINT BEING ON A CURVE CONCAVE WESTERLY,
HAVING A RADIUS OF 2616.47 FEET, A CENTRAL ANGLE OF 00'39'25" AND A CHORD BEARING OF NORTH 00'20'16" EAST; THENCE NORTHERLY, ALONG THE ARC OF SAID CURVE AND
THE EAST RIGHT OF WAY LINE OF SAID RINEHART ROAD, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING.
CONTAINS 0.897 ACRES, MORE OR LESS.
I�JQirr A I +�t11�
rljr�x� S
Nov u 4j,
Z y/�"�'✓r�w�l �/JN.t !� ityilr�, �Gu✓,� l�uir�
SANFORD FIRE DEPARTMENT
THESE PLANS ARE REVIEWED AND
CONDITIONALLY ACCEPTED FOR
PERMIT. AN ISSUED PERMIT SHALL BE
DEEMED PERMISSION TO PROCEED
WITH WORK AND NOT AS AUTHORITY
TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THESE PROVISIONS OF
THE TECHNICAL CODES, NOR SHALL
ISSUANCE OF A PERMIT PREVENT THE
FIRE PREVENTION DIVISION FROM
THEREAFTER REQUIRING A
CORRECTION OF ERRORS ON THE
PLANS, CONSTRUCTION OR OTHER
VIOLATIONS OF THE CODE.
c" o a E
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• z
Qx3
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weeks
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W
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CERTIFICATE OF AUTHORIZATION No.: 9230
NO.
REVISION
BY
DATE
1
Owner Revisions
RZ
03.28.18
2
City Comments
DB
o6.05.18
3
Owner Revisions
DB
09.14.18
4
OFFICE
REVIEWED BY:
MATT MINNIE
SANFORD FIRE L EPT.
DATE:
(:0'V - r 1018
PERMIT # /C,7 rO
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"Fi c'st H, !..ay" b!_aildil`ig SL)PERSTORE ON RINEI--iAR'T ROAD
Fiat Book 65, Pcges 31---32
"concretesidewalk i �• edge b( WC]tCl,
concrete
elev. 33.536.45
i - I xedcJe of water,
concrete �! edge of water
aspho!t�~~' driveway, k X
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12 C900 DR -18 PVC WATER MAIN J 42.76 concrete retaining weal! ed
elev. 36 Z A13.42_ (i `/V) X4'.2 1 'r x/
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- — — I — T — _ 1 POLYETHYLENE SERVICE — 12"X6" TEE — — — — 2 — — _ — — — — 1 C900`R=18 PVC WATER MAIN — —
� I 6 GATE VALVE 12 X8 TEE
2 SCHEDULE 40 12 X8 TEE PROPOSED PRIVATE UTILITY
"� 1 I 2" TEE 12" GATE VALVE r — I
W PVC RE -USE LINE — — — — — — — — 12 GATE VALVE — — -- — — — —AND ACCESS EASEMENT — — -- -- — — 2 GATE VALVE — — — — — — — — — — — — — — —
J L _ -12"X6" REDUCER- — — --t I
— — — — — — — '8 GATE V LVE ' — — — — — — —
8 GATE VALVE
S1 A -1 � 273 LF.- 8 PVC ®0.50% �— ---- --- - '�
198 LF.- 8 PVC 0 0.50/
45 LF. - 8" LATERAL 6" C900 DR -18 PVC WATER MAIN SM -2 8"X 6" TEE
PVC 0 0.50% CONNECTION s
" 2" SCHEDULE 40
0OAK6 I I I 6 MJ CAP PVC RE -USE LINE
OOAK6 I I 8" MJ CAP FIRE HYDRANT ASSEMBLY —I
4" C900 DR -18 I L — — J8" PVC CAP 2 . < .... . CA
13V FORC • . .
8" MJ CAP PVC 0 1.00% 2" SCHEDULE 40 PVC
— — — — — — I RECLAIMED WATER
o
GE I I 2" GATE VALVE
SANITARY LIFT STATION (REFER TO IRRIGATION
TOP EL.- 45.45 I 4" GATE VALVE AND
INV.- 37.50 I 4" MJ CAP (FUTURE HOTEL r� I PLANS FOR CONTINUATION)
REFER TO SHEET C900 I I I CONNECTION) f o r t. O 1-1 o f 1_ o f I
FOR DETAILS �
., I I V l_.__ L__ A K L__ ) F�\ 0 S
�4� I�
OPALM14 45 K 1 REDUCED PRESSURE
LIFT STATION BACKUP GENERATOR P I I BACKFLOW PREVENTER __
TO BE INSTALLED WITH HOTEL I I AND HOSE BIB
'..^�, B. CIS-�
DEVELOPMENT.
I
I I I
OOAK12 I I I
36.41
D-7
36.41
I
Z.50
0 I
- 6" DOUBLE DETECTOR CHECK VALVE ASSEMBLY W/TAMPER SWITCH
X (MONITORED AND 4" FIRE DEPARTMENT CONNECTION (PRIVATE). D-- 8 ] x
X
(POINT OF SERVICE IS FIRST OS&Y VALVE) _P4NQ_Q- X
yr �1 _ . .. .. _
1
�.� i .irui I uiir. irii�.c
�% T�
AfE� Er- — — — — n — — C� OAK 5— — — — — — — — -
----- 11=OAK15----- ------------- -------GGAlE6-----------
7-1 2" POLYETHYLENE WATER SERVICE
GRAPHIC SCALE
30 0 15 30 60
(1 IN.= 30 FEET)
X 38.59 ,
2"X11 . V V 1 .
1" REDUCER -
6" C900 DR! -14 PVC WATER S
15 LF.� 6" PVC 0 1.00% MIN.
PRpPSED a5' pRIVAT>M 18' FZCP
WATI ' 0NI= LA�EM�NI inv It
=- .
I
I
/I
� I
rc';tairiing wall
I I
drainage inlet ,-
to') elev, 39.-5
TE inv. = 33.73'
I
I I
I
I
I
X 41.87X 43.9A
E��_q Nlwl�
385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
X Telephone 407.478.8750
Facsimile 407.478.8749
Certificate of Authorization No.: 9230
`,�r� ,,t G • VV,� � , �i .
w .
'
+ ,
Cir
to
Selby G. Weeks 56991
0
0
39.28
1-1
AtJUVt I ht uu i JIUt ur IML V I NLm rlrLIL111t. ~ I
C. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL SM -3 SANITARY MANHOLE
LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE TOP EL.= 44.45
0
E. INV.= 40.130
SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. A W. INV.= 40.03
LTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER ( J
�\
w MAIN JOINTS ARE AT LEAST THREE (3) FEET FROM ALL JOINTS IN VACUUM—TYPE SANITARY
SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED
WATER AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE—TYPE 8.35 f, \
Z SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED
WATER REGULATED UNDER PART III OF CHAPTER 62-610 F.A.C.
3. ALL ON UTILITIES SHALL BE PRIVATELY OWNED AND MAINTAINED.
N INT SHALL BE AS DESCRIBED IN THE FDEP PERMIT CONDITIONS. Storm drain mars7olc ��
En 4. BACTERIOLOGICAL SAMPLE POINTS
5. CONTRACTOR SHALL NOTIFY THE CITY OF SANFORD UTILITIES DEPARTMENT 48 BUSINESS HOURS PRIOR
TO ANY UTILITIES CONSTRUCTION.
6. ALL UNDERGROUND FIRE MAINS SHALL BE INSTALLED IN ACCORDANCE WITH NEPA 24, 2007 EDITION,
.o
"STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES
[F.A.C. 69A-60.005 (2)].
6i
0
Filename : C500 — C501 Utility Plans— Rinehart Commons PHt.dwg Plot Date : Sep. 20, 2018 10:09am
top elev. = /1-8,35
S invert 40.10' (18" Rr P"
N Invert = 39.82' (18" RCp)
147.49
me
Co
revision description
0
0
8
0
Owner Revision 03.28.18
City Comments 06.05.18
Owner Revision 09.14.18
drawn by: RVZ
checked by: SGW
date: 03/09/18
Q)
plot scale: AS S110WN
!l
project number: 17PINEoo1
file name: x -36x 74 Title Blk - Rinchan.dwg
I
/I
� I
rc';tairiing wall
I I
drainage inlet ,-
to') elev, 39.-5
TE inv. = 33.73'
I
I I
I
I
I
X 41.87X 43.9A
E��_q Nlwl�
385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
X Telephone 407.478.8750
Facsimile 407.478.8749
Certificate of Authorization No.: 9230
`,�r� ,,t G • VV,� � , �i .
w .
'
+ ,
Cir
to
Selby G. Weeks 56991
0
0
39.28
1-1
AtJUVt I ht uu i JIUt ur IML V I NLm rlrLIL111t. ~ I
C. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL SM -3 SANITARY MANHOLE
LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE TOP EL.= 44.45
0
E. INV.= 40.130
SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. A W. INV.= 40.03
LTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER ( J
�\
w MAIN JOINTS ARE AT LEAST THREE (3) FEET FROM ALL JOINTS IN VACUUM—TYPE SANITARY
SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED
WATER AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE—TYPE 8.35 f, \
Z SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED
WATER REGULATED UNDER PART III OF CHAPTER 62-610 F.A.C.
3. ALL ON UTILITIES SHALL BE PRIVATELY OWNED AND MAINTAINED.
N INT SHALL BE AS DESCRIBED IN THE FDEP PERMIT CONDITIONS. Storm drain mars7olc ��
En 4. BACTERIOLOGICAL SAMPLE POINTS
5. CONTRACTOR SHALL NOTIFY THE CITY OF SANFORD UTILITIES DEPARTMENT 48 BUSINESS HOURS PRIOR
TO ANY UTILITIES CONSTRUCTION.
6. ALL UNDERGROUND FIRE MAINS SHALL BE INSTALLED IN ACCORDANCE WITH NEPA 24, 2007 EDITION,
.o
"STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES
[F.A.C. 69A-60.005 (2)].
6i
0
Filename : C500 — C501 Utility Plans— Rinehart Commons PHt.dwg Plot Date : Sep. 20, 2018 10:09am
top elev. = /1-8,35
S invert 40.10' (18" Rr P"
N Invert = 39.82' (18" RCp)
147.49
me
Co
revision description
0
0
8
0
Owner Revision 03.28.18
City Comments 06.05.18
Owner Revision 09.14.18
drawn by: RVZ
checked by: SGW
date: 03/09/18
---
plot scale: AS S110WN
!l
project number: 17PINEoo1
file name: x -36x 74 Title Blk - Rinchan.dwg
.Al
EXISTING 12" DI WATER MAIN
WET TAP EXISTING 12" DI WATER MAIN
W/ 12"X 12" MJ TAPPING VALVE AND SLEEVE
WET TAP EXISTING 12" PVC RECLAIMED MAIN
W/ 12"X 4" MJ TAPPING VALVE AND SLEEVE
EXISTING 12" PVC RECLAIMED MAIN
EXISTING
0.25" COMMUNK
EXISTING 4.5" E
EXISTING 2.5"
WET TAP EXISTING 12
W/ 12" TAPPING VAI
EXISTING 12" P
E)
RE-(
t:� ill n
n> I I
2" C900 - DR -18 WA ER IM�IN
STA. ~ 4'00 (�> I� BORE AND JACK REE TO
' I ° PROFILE AND DETAIL T I SH
Yd ,
pavennent stamped # 065370
ii
1�
I... Olt 1
BES I BUY ON RINE-J-IAF� i F�OAD
Play Book 66, ('ages 49---50
6'X2"TEE i I � i i i � i II
2" RESILIENT (WEDGE GATE VALVE Tt
a _ _
J 1 �DO�'LE ETE TORI I i J� i/
r ; I CHECK VALVE ASSEMBLY
Q 2" POLYETHYLENE WATER SERVICE
t12"X6" TEE AND'' 1" METER
c W h 09X 95.35 45.05 X
1
6 GATE VALVE 1.5 REDUCED PRESSURE BACKFLOW PREVENTER ---ed c of , PROPOSED 20 PRIVATE rb
e -- UTILITY EASEMENT
20' -WIDE PUBLIC _ — — — — — _ — — — — —
REDUCER 8 OOA 10 UTILIT`f„EA�EME�NTOAK15 C)OAK13 OOAK10 _ UO 12 OAK11 COMAG6
-- `-DIRECTIONAL DRILL 2” CARRIER 12" C900 DR -1 PVC W —
INSIDE CASING (DRILL TOGETHER) -
s NOTE: 2" RECLAIM LINE SHALL BE I I ' r — — — — — c� — _4" C900 DR -18 PVC FORCE MAIN— — —
NO GREATER THAN 12 FT DEEP•�7��' -f- __
.r, I I I ,:
WITH MINIMUM DEPTH OF 4.5 FT.;P) � I � � I � - "1 I 4" MJ CAP(S)
WET •TAP EXISTING 6" PVC FORCE MAIN I I -- ` �., ; , I — -LEAVE ROOM FOR FUTURE 2" METER AND — Mg
W/8"X4" MJ TAPPING VALVE AND SLEEVE. I 3" REDUCED PRESSURE BACKFLOW PREVENTER
s VALVE SET IN HORIZONTAL POSITION) 9 ` - 6 6"X4" TEE c e
)� EXISTING 8" PVC I end ` 4.: GATE VALVE orner
y-' I SANITARY FORCE MAIN I =�j I I 6" GATE VALVE AND
47.21 _ r• �' 11 Lit
4" PLUG VALVEJ I I I 6" MJ CAP
y _ I I 2" RESILIENT WEDGE GATE VALVE
At 4-
I I I I I I 2 (IRRIGATION MET R, \ .
^va
47.09 ` ^ii.04¢ I I I rn I j I — 1x.47'
R 2 ,
C
f I I I III I r� n� — /11 -0 -)
i0 -- I>>
n) ATN I LE
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i I 0I � LI
W
I I I I > I I 0 OAK12
I I 0
Q I I
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l y li I I
I E7D � �� _0I � I
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O Q. �j I I I ��_.�I I
I I
X 44.72 X 4 4.15
--
--- 6
----- o
+-9t
2" SCHEDULE 40 PVC RE -USE LINE -
4" C900 DR -18 PVC WATER HT1
i, P i n,e L c \\ iUUA
Grove Plat ,
235 LF. -8" PVC 0 0.50% l
8" PVC CAP, INV.= 38.761771
/3
it
0o
_�Ij� I ,Eq t R/W line .--. Northerly I.._/A
I I I r��l _/ RR�UV I i n e
J ��a C_'l I I I i — �----- _ _-----PA12i112 — —�— — — — —
I -a v I JN Lt.... I j � ----- — ---------
n [;�
Q) X
I ' XA X X X X X X ---
�� II J °'" �'�
V)I .� � I i I (1
1 \ I 6 high chair, link fence N 900000�
I I
-------------------------
X X x X X
;x'—
530. 4
cr '� j - - Recovered 5/8" iron
XI I `- rc7d witi � no cap
I - F
Q- �IE fence corner is 3.5
\ -(D I-) I CJ I I -- south and 1.5' west
_ X 4.3 4
�`• �� rr> X 49.48 X 49,34
drainage manhole
_I.op elev. = 47.89'
N invert 7n 39.79' (18" RC;III)
S'Jv` invert =- 43.27' (18" RCF') -
I Site C3enchmark
Wf:;st line of Section 33 -�Recovered Seminole County nail and disk
stamped 81,5-53-03 in concrete median
top elevation = 53.32'
I
RINEHART ROAD — BORING AND JACKING PROFILE
X 48.4.1
12" PVC C900 DR -18 WATER
MAIN. REFER TO PLAN VIEW
THIS SHEET FOR CONTINUATION.
Al
X 48.58
WEST TO EAST 1"= 20' HORIZONTAL
1"= 5' VERTICAL ZI
nienume : wuv — Vwi uunLy nunb— IUIIOIIUI l wnnnunz- rni.u"y nut vine . xN. cu, tutu IV, ivuni
GRAPHIC SCALE
3o 0
15
so
(1 IN.= 30 FEET)
FINISHED GRADE
CONCRETE BLOCK
OR BRICK AND (SEE NOTE 2)
MORTAR WALL
FILLING AT BOTH
ENDS VENT HOLE
RESTRAINED
JOINT DUCTILE — —
IRON PIPE
4" MIN.
6" MIN.
STEEL CASING PIPE
DUCTILE IRON PIPE
36" MIN.
COVER
CASCADE TYPE
CASING SPACER
NOTES:
1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL
REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE
M ET.
2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE
OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND
EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER
CASING FOR DEEPER BORES.
3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG,
4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE
NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS,
HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO
EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE
BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR.
SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF
CASCADE TYPE CASING SPACERS.
BORING AND JACKING DETAIL
CITY OF SANFORD
FIG. 106
An
C4013Z
tk
LU
lift
cl" SU
Z
Z
au
U
385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Certificate of Authorization No.: 923o
G.
— • 1.-r _.� •
a;a••
r- •
�`� • �GRI01'
Selby G. Weeks 56991
revision
0
6
0
A
0
description date
Owner Revision 03.28.18
City Comments 06.05.18
Owner Revision 09.14.18
drawn by:
RVZ
checked by:
SGW
date:
03/09/18
plot scale:
AS SHOWN
project number:
17RTNEool
file name:
XJ6x 74 Title Blk- Ri¢ahart.dwg
SQUARE CUT EDGE
OF EXISTING
PAVMENT (TYP.)
FINISHED GRADE
TRENCH WIDTH VARIES SEE NOTE 10
9 0-
W/ SIZE OF PIPE
L 2" MIN. ASPHALTIC
CONIC.
TRENCH WIDTH VARIES
NMI M3LYM DRRIViDitl
_J
$„
WHEN FLEXIBLE PAVEMENT
PAYMENT (TYP.)
� 4„
L,
E.4
y IS CUT.
RECI.AWD WATER MAIN
REIMA; D WATE71 WN
D
Y
43
SEE NOTE 2 ANGLE MAY VARY
6o
\
a
m
0
T2'
i
i
14
V
W
\/ SEE NOTE 4
\�
\
PIPE O.D. *
MIN. ASPHALTIC
CONIC.
s
~
12
WHEN FLEXIBLE PAVEMENT
N
�^
1 1-1 /4' BEND
y�
4
IS CUT
6
Ts
v
W
SEE NOTE 2
6" (TYP)
ANGLE MAY VARY
OR BRANCH
EOFTEE
SELECT
0°
z
..
r
136
COMMON
U
Wa
`
FILL
/ /�
Ld
z
0 0
/
* PIPE O.D .�
m
~
!1a6R
0o0o
BEDDING
ROCK
a
y
Q ,.
»
6 (TVP)imlSELECT
PIPE BEDDING \ 2o° o 0 0 0 -o oo��
(SEE NOTE 8 & 9)
�\
UNDISTURBED
NOTES: \ \ , \ EARTH
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER
AASHTO T-180.
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO
T-180. FLOWABLE FILL, 100-125 P.S.L. SHALL BE USED WHERE EXISTING PAVED AREAS ARE
AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX.
3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY.
4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND
LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.
7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS.
SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT.
8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL
BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DIAMETER 16"
AND LARGER.
9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW
THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS
REQUIRED TO REACH A SUITABLE FOUNDATION.
10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE
GRASS SPECIES.
11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE.
REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY.
SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS.
TYPE A BEDDING AND OPEN -CUT DETAIL
CITY OF SANFORD 1999 FIG. 100
PVC PIPE COLORS
GRAVITY SEWER: SOLID LIGHT GREEN
FORCE MAIN: SOLID LIGHT GREEN ;
TYPICAL PIPE
4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE.
SEWER LINE SEWER LINE
10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE.
i 3Nn 113M3S 3NI1 113M3S 3NI1 B3M3S
' SEWER LINE SEWER LINE SEWER LINE
20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE
WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE.
�y.If/I1IY/V/1IYI0I/1N/V/1,R/IV/1/Y/V!/N�/IJRH/f/ YAW.... .
'r�j� H/VO/Y/V��//HOHNOIY/VO/YNOH//.ON/VO� /HO/Y/f/ONH!!/Y/f/O/.
FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. -�
FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING.
TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE.
ALL FORCE MAINS
AND DUCTILE IRON GRAVITY LINES
WITH IDENTIFICATION TAPE
NTS
6"
PIPE IDENTIFICATION
(SEWER - FORCE MAIN AND GRAVITY)
CITY OF SANFORD 1999 FIG. 108
Fii�nCme � 600 - C900 SITE DE:TAILS.t:irod Plol Date : Sep. 19, 201$ 10:15am
SQUARE CUT EDGE
OF EXISTING
' / NMI M31YM ORMYI�Otl
TRENCH WIDTH VARIES
NMI M3LYM DRRIViDitl
SEE NOTE 9
$„
10„
PAYMENT (TYP.)
� 4„
W/ SIZE OF PIPE
� $„
RECLAIMED WATER MAIN
RECI.AWD WATER MAIN
REIMA; D WATE71 WN
FINISHED GRADE
43
51
6o
RECLAIMED WATER MAN
RECWMED WATER MAIN
T2'
i
i
14
18
22
25
\
\
22-1/2• BENDcj
MIN. ASPHALTIC
CONIC.
/
_J
12
WHEN FLEXIBLE PAVEMENT
/
�^
1 1-1 /4' BEND
y�
4
IS CUT
6
Ts
v
W
SEE NOTE 2
ANGLE MAY VARY
OR BRANCH
EOFTEE
52
0°
z :x
r\\\�
136
U
Wa
SEE NOTE 4
/
/ /�
Ld
W x
g
/
* PIPE O.D .�
~
0
�T
/
\
»
6 (TVP)imlSELECT
CO
N
\/
COMMONW
o
0
FILL
UNDISTURBED
W
IL
W
EARTH
IL
..
(SEE NOTE 3)
nvl\ / \
NOTES:
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER
AASHTO T-180.
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER
AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED
AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX.
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A
BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY.
4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMETER 24" AND
LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.
7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS.
SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT.
8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE
REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY
SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS.
9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT
DOMINATE GRASS SPECIES.
TYPE B BEDDING AND OPEN -CUT DETAIL
CITY OF SANFORD 1999 FIG. 101
PVC PIPE COLOR
PANTONE PURPLE 522C
TYPICAL PIPE
2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE.\
/ RECLAIMED WATER MAIN RECLAIMED WATER MAIN
10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF
THE TOP HALF OF PIPE.
% NMI -Al m11R:= NMI IBM 43 M S NIYN R31YM a2reno R 1
R[CWAIEb WATER WIN RECUMED WATER IMM W
RECMED WATER MAIN
20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE
WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE.-----%.
PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL)
MAX. IT
WATER RECUWED WATER WI11= 1 " WCIAMED WATER WIN 1
16 INCHES
IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUNS
FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE.
RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE
NTS
PIPE IDENTIFICATION
(RECLAIMED WATER)
CITY OF SANFORD 1999 FIG. 109
MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). *
' / NMI M31YM ORMYI�Otl
NIYN M,AYM D3RIYIDitl
NMI M3LYM DRRIViDitl
' /
$„
10„
12„
� 4„
16„
� $„
RECLAIMED WATER MAIN
RECI.AWD WATER MAIN
REIMA; D WATE71 WN
,/
43
51
6o
RECLAIMED WATER MAN
RECWMED WATER MAIN
R[CWM[D WATER MAIN
i
PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL)
MAX. IT
WATER RECUWED WATER WI11= 1 " WCIAMED WATER WIN 1
16 INCHES
IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUNS
FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE.
RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE
NTS
PIPE IDENTIFICATION
(RECLAIMED WATER)
CITY OF SANFORD 1999 FIG. 109
MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). *
PVC:C-900/905
PIPE SIZE
4„
6„
$„
10„
12„
� 4„
16„
� $„
209$
249$
90' BEND
2433
43
51
6o
45• BEND
10
14
18
22
25
22-1/2• BENDcj
7
9
11
12
1 1-1 /4' BEND
3
4
5
6
6
OR BRANCH
EOFTEE
52
74
96
115
136
NOTES:
1. FITTINGS SHALL BE RESTRAINED JOINT TYPE.
2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY
RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN
TABLE.
3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH
YIELDS GREATEST LENGTH OF RESTRAINED PIPE.
4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF
RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED
UNLESS OTHERWISE INDICATED.
5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE
WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR
DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING
ASSUMPTIONS:
* TYPE OF PIPE:____ PVC
* WORKING PRESSURE:_ id0 ._,__P.S.I. ___________ P.S.I.
* SOIL DESIGNATION:___SM___
* LAYING CONDITIONS:_____
* TO BE COMPLETED BY THE ENGINEER
* THIS TABLE IS FOR DOMESTIC WATER ONLY. REFER TO FIRE PROTECTION
SPECIFICATIONS FOR FIRE LINE RESTRAINT REQUIREMENTS (RESTRAIN ALL
JOINTS UNLESS OTHERWISE NOTED).
RESTRAINED PIPE TABLE ( PVC -HDPE
CITY OF SANFORD 1999 FIG. 104A
PVC PIPE COLOR
WATER MAIN: BLUE
2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE.
0/1 POTABLE WATER MAIN
TYPICAL PIPE
POTABLE WATER MAIN
10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE.
NIYN 1131YM 318Y1Od NM1'1 1131YM 318Y10d NIYN S31YM 318tl`1,Od
POTABLE WATER MAIN POTABLE WATER MAIN POTABLE WATER MAIN
20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE
WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE.
NIYN N31YM 318Y1Od NIYN B31YM 318Y1Od NIYN H31VM 318Y1Od
' POTABLE WATER MAIN POTABLE WATER MAIN POTABLE WATER MAIN
/
POTABLE WATER MAIN POTABLE WATER MAIN POTABLE WATER MAIN
PAPER BACKED ADHESIVE TAPE (TYPICAL)
�- 12" ~�
ER MAIN MAX. POTABLE WATER MAIN 1" POTABLE WATER MAIN 6 INCHES
BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING
SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT
ALONG THE PIPE.
POTABLE WATER MAIN
WITH IDENTIFICATION TAPE
NTS
PIPE IDENTIFICATION
(POTABLE WATER)
CITY OF SANFORD 1999 FIG. 110
30" x 30" x6" TK.
CONC. PAD (FLUSH
WITH FINISHED GRADE)
3" DIA. BRONZE DISC
ANCHORED IN CONC. PAD
STAMP AS REQ'D.
SIZE OF VALVE
TYPE OF VALVE
SERVICE
DIRECTION & NO.
TURNS TO OPEN
APPLICABLE VALVE
BOX AND COVER
(SEE FIG. 115)
3000 P.S.I.
CONC. MIN.
#4 REBARS-
ALL AROUND
APPLICABLE VALVE
BOX AND COVER
(SEE FIG. 115)
#4 REBARS
ALL AROUND-
.
. d
!'A.
° ° ` . d a
ov
• v
•4 Ad• A.dd
WATER
dl° A
d 4e as
°.. I_ w
3" DIA. BRONZE 2"
TK. DISC ANCHORED IN
CONC. PAD -STAMP AS -
REQ'D.
2I I
A
A N
Q.
Cfl A A A.° : .G. .
° . • A
• a
44
\ \.
IPA -_
2"
MIN.
VALVES 16 INCHES AND LARGER
ANCHORS
(TO BE APPROVED
BY CITY)
6" TK. CONC. PAD
(FLUSH WITH
FINISHED GRADE)
VALVES SMALLER THAN 16 INCHES
VALVE BOX PAD DETAIL
CITY OF SANFORD 1999 FIG. 107
GROUND LEVEL
18"
VINYL CONTINUOUS
ARNING TAPE
GENERAL NOTES:
A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON-
METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH
DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED
AS FOLLOWS:
1. POTABLE WATER 3. GRAVITY SEWER
A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING.
B. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE
BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING.
2. RECLAIMED WATER 4. SEWER FORCE MAIN
A. COLOR -PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING.
B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE
LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR
WORDING. WORDING.
B. 10 GAUGE SOILD COPPER WIRE W/600V INSULATOR, CONTINUOUS COLOR SHALL BE INSTALLED ALONG ALL
PRESSURIZED MAINS. USE PRE -FILLED DRI --SPLICE WIRE CONNECTORS W/CRIMP SLEEVE FOR ALL WIRE SPLICING,
(SPEARS DE -400 or APPROVED EQUAL), THE WIRE SHALL BE LOOPED AND TIED TO ALL VALVE BOXES,
(SEE FIG. 400).
UTILITY PIPE WARNING TAPE
(SEWER, POTABLE WATER, AND RECLAIMED WATER)
CITY OF SANFORD 2014-9 FIG. 111
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Facsimile 407.478.8749
Certificate of Authorization No.: 9230
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Selby G. Weeks 56991
revision
description date
Q
Owner Revision 03.28.18
date:
City Comments 06.05.18
plot scale:
Owner Revision 09.14.18
0
17RINEool
0
X-36,24 Dife DR - Rm hwl dwg
A
drawn by:
RVZ
checked by:
SGW
date:
03/09/18
plot scale:
AS SHOWN
project number:
17RINEool
file name:
X-36,24 Dife DR - Rm hwl dwg
I
LOT
LINE
5' MAX.
SERVICE CLEAN-OUT
(SEE NOTE 2)
WYE WITH
RODS ON D.I.P. RISER (TYP)
6" BRANCH
�-TERMINAL DEPTH
PIPE AND FITTINGS OR
DOUBLE CHECK OR
SEWER MAIN
AS REQUIRED FOR
REDUCED
SIZE VARIES
SERVICE (3' MIN.)
6" 45'
WYE WITH
(nP)
BEND
6" BRANCH
SERVICE CLEAN-OUT
UNION
(TYP.)
(SEE NOTE 2)
REMOVABLE
SINGLE DOUBLE
PERMANENT PLUG (TYP)
PLUG (TYP)
SERVICE SERVICE
PROFILE
LOT
W LINE
3TYPICAL LOCATION OF
LOCATOR DEVICE
6" 45' • /.
BENDI
SERVICE CLEAN-OUT
PLAN (SEE NOTE 2)
FINISHED GRADE
?�
% 6" PVC SLOPE TO
TERMINAL AT
S 0%MIN. (TYP) N
SCHEDULE 40 GALVANIZED
RODS ON D.I.P. RISER (TYP)
checked by:
�-TERMINAL DEPTH
PIPE AND FITTINGS OR
DOUBLE CHECK OR
6" PVC
C7(;
AS REQUIRED FOR
REDUCED
30•T(TYP•NE
SERVICE (3' MIN.)
AND FITTINGS
TERMINAL DEPTH NOTE 1)
(nP)
AS REQUIRED FOR(SEE
SERVICE (3' MIN.) AIN
SUPPORT STANDSi
UNION
(TYP.)
TO BE FLUSH WITH
SINGLE DOUBLE
FINISHED GRADE.
SERVICE SERVICE
PROFILE
NOTES:
1.
INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE
30"
2.
SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION
ABOVE
BY THE CONTRACTOR.
CURB 4" TO 6"
3.
CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED
FINISH'
AT THE END OF EACH SERVICE STUB -OUT.
4.
RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL
BE 6 INCHES IN DIAMETER AS A MINIMUM.
5.
ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT
.a' a�
FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL).
SANITARY SEWER LATERAL DETAIL
CITY OF SANFORD
1999
FIG. 204
SCHEDULE 40 GALVANIZED
RODS ON D.I.P. RISER (TYP)
checked by:
4" CONCRETE SLAB
PIPE AND FITTINGS OR
DOUBLE CHECK OR
Z
SCHEDULE 80 PVC PIPE R
REDUCED
PRESSURE
DEVICE
AND FITTINGS
1/2" PREFORMED JOINT
METER BOX AND LID UNION
SUPPORT STANDSi
UNION
TO BE FLUSH WITH
TO
FINISHED GRADE.
SHUT OFF VALVE
12" TO
30"
i
i
ABOVE
CURB 4" TO 6"
GRADE
FINISH'
GRADE
.a' a�
METER
CURB STOP
-*- SERVICE LINE
-------- CORP. STOP
DOUBLE STRAP SADDLE
WATER MAIN
NOTES:
1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND
BRASS COMPONENTS.
2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE,
OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK
OR OTHER PAVED AREAS.
3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK
EXTERIOR ENAMEL.
DOMESTIC METER AND DOUBLE CHECK VALVE OR
REDUCED PRESSURE ZONE ASSEMBLY
CITY OF SANFORD 1999 FIG. 503
Filetiorrie : C600 - C900 SITE Df1AILS.dN9 Plot Dote : Sep. 19, 2018 10:16am
SET TOP OF VALVE BOX
TO FINISHED GRADE
FINISHED GRADE---,
SEE NOTE 2
RESILIENT SEAT -
M. J. GATE VALVE
WATER
MAIN
1. 10 GAUGE SOILD 2. USE PRE -FILLED
COPPER WIRE W/ DRI -SPLICE WIRE
600V INSULATION CONNECTORS W/CRIMP
CONTINUOUS COLOR. SLEEVE FOR ALL WIRE
SPLICING.
(SPEARS DS -'400 or
APPROVED EQUAL)
CURB
F
7 �7-
COVER (SEE FIGURE 115)
CONCRETE PAD
IN UNPAVED AREAS
(SEE FIGURE 107)
ADJUSTABLE CAST IRON
VALVE BOX
BOX SHALL REST ON
BEDDING ROCK NOT
ON VALVE OR PIPE
AND SHALL BE
CENTERED ON
OPERATING NUT
6" BEDDING ROCK
NOTES:
1. IF VALVE BOX RISER IS REQUIRED, USE PVC C900 PIPE EXTENSION
AND NOTCH RISER FOR TRACER WIRE.
2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED
TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE.
3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS
IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL.
GATE VALVE AND BOX DETAIL
CITY OF SANFORD 2014-9 FIG. 400
SCHEDULE 40 GALVANIZED
PIPE AND FITTINGS OR
SCHEDULE 80 PVC PIPE
AND FITTINGS
METER
BOX AND LID
TO BE FLUSH WITH
FINISHED GRADE.
SHUT OFF VALVE
r 4" TO V"
PRESSURE VACUUM BREAKER OR
REDUCED PRESSURE DEVICE
(NOT REQUIRED WHERE RECLAIMED
WATER IS UTILIZED)
UNION --� F- UNION
1 12" TO 30"
ABOVE {
GRADE FINISHE
GRADE
\_ t
METER
CURB STOP
-+- SERVICE LINE
APPLIES ONLY IF IRRIGATION METER HAS
SEPARATE TAP TO MAIN. IN MOST CASES
--------- CORP. STOP THE IRRIGATION METER WILL BE PARALLEL
TO THE HOUSE METER AND OFF OF THE
-------- DOUBLE STRAP SADDLE SAME SERVICE CONNECTION.
WATER MAIN
NOTES:
1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND
BRASS COMPONENTS.
2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE,
OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK
OR OTHER PAVED AREAS.
3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE
EXTERIOR ENAMEL,
4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET.
IRRIGATION METER PRESSURE VACUUM BREAKER OR
REDUCED PRESSURE ZONE ASSEMBLY
CITY OF SANFORD 1999 FIG. 502
HYDRANT -�
OPERATING
NUT
HOSE NOZZLE -
24" SQUARE AND
6" THICK REIN-
FORCED CONCRETE
SHEAR PAD. (SEE
NOTE 2)
2-#4 AT9"-
O.C. ALL
AROUND
COMPACTED
BACKFILL
SEE NOTE 3 -�
AS REQ'D.
PUMPER NOZZLE
FACING STREET
Z X
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r N
6" ;.
W
12" MIN.
VALVE PAD
(SEE FIGURE 107)
M J HYDRANT
ANCHORING TEE
6" BEDDING ROCK-/ 6" PIPE --J
MECHANICAL JOINT RESILIENT SEAT GATE
WITH RESTRAINERS VALVE AND BOX
(TYP.) (SEE FIGURE 400)
NOTES:
1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR
WITH A PERMANENTLY PLUGGED WEEP HOLE.
2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6
INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED
SECTION.
3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD
SHALL BE A 12 INCH MINIMUM.
4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING
B-84, KENNEDY K81A OR CLOW MEDALLION F-2545.
5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH
SECTION 52.7.5 OF THE UTILITIES MANUAL.
6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT
WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4
AND 52.7.3 OF THE UTILITIES MANUAL.
FIRE HYDRANT ASSEMBLY DETAIL
CITY OF SANFORD 1999 FIG. 402
CONCRETE STRUCTURE WITH PROPERTY
TRAFFIC BEARING COVER LINE
LOCKABLE NON SLIP PROPERTY (RIGHT-OF-WAY
ACCESS HATCH (ALUMINUM)
WIRING FROM
PUMP STATION PRESSURE SWITCH
2" BRONZE, BRASS, OR 2" CAP (MIN)
BRASS SHUT OF RESILIENT BALL VALVE
VALVES AND FIT I GS 2" MIN TEE
OIL -FILLED CAST IRON
PRESSURE BRASS DRAIN VALVE VALVE BOX
GAUGE 2" GROSS
2" MIN DIA PIP
BALL CHECK VALVE (FULL FLOW) 2" BRASS
HORIZONTAL Y E FLANGED TEE GATE VALVE
I
INFLOW OUTFLOW
FROM PRIVATE TO CITY
PUMP STATION I FORCE MAIN
FULL FLOW PLUG VALVE MOUNTED
DOWNSTREAM WITH 2" SQUARE
ACTUATING NUT
NOTES
1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS
TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED.
2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE.
MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH
BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER.
ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL.
3.PRESSURE SWITCH SHALL BE ADJUSTABLE
WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN
PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL
SHALL BE 10 P.S.I. AND ADJUSTABLE.
ALL LETTERS 2' IN HEIGHT
38' I WITH 3/4' SPACING BETWEEN ROWS
PRIVATE CONSTRUCT AND INSTALL
1/4` SIGN IN ACCORDANCE WITH
(OWNER'S NAME) XA
PUMP
vION 24• SECTION 22.5.2 OF THE
(PHONE NUMBER) HOOO) 000-0 IUTILITIES MANUAL�
1 1/4'
1/2' BORDER --/ FINISH GRADE 1
PRIVATE PUMP STATION PRESSURE SWITCH AND SIGNAGE DETAILS
CITY OF SANFORD 1999 FIG. 305
D
DOUBLE CHECK OR
REDUCED PRESSURE ZONE
DETECTOR ASSEMBLY AS
APPROVED BY THE CITY -
TEST COCK (TYP.) --\
FLANGED
90' BEND
(2 REQ.)
SLOPE I••-24'-
\/ �-'
36" MIN. COVER
MAIN 9D BEND (2 REQ.) SERVICE -
THRUST COLLAR RODDED TO
THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED
90' BEND OR RESTRAINED BY THE CITY
O.S. & Y. RESILIENT
SEAT GATE VALVE.
(2 REQUIRED)
BACK TO VALVE AS
REQUIRED BY THE CITY
3 INCH AND ABOVE ASSEMBLY
DETECTOR METER
BALL VALVE
(2 REQUIRED)
CONCRETE SLAB
DOUBLE CHECK VALVE
ASSEMBLY (MINIMUM)
1 1'0" MIN I
ABOVE GROUND DEVICE WITH �- 2'0" MIN
DETECTOR BYPASS
DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY
CITY OF SANFORD 1999 FIG. 500B
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385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Certificate of Authorization No.: 9230
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revision description date
1L Owner Revision 03.28.18
0 City Comments 06.05.18
Owner Revision 09.14.18
0
0
drawn by:
RODS ON D.I.P. RISER (TYP)
checked by:
4" CONCRETE SLAB
date:
WITH NO. 6 x 6
Z
W10 x W10
project number:
WIRE MESH
C ro
SLOPE
1/2" PREFORMED JOINT
MATERIAL BETWEEN
SUPPORT STANDSi
PIPE AND CONCRETE
SLAB (TYP)
TO
BACK TO VALVE AS
REQUIRED BY THE CITY
3 INCH AND ABOVE ASSEMBLY
DETECTOR METER
BALL VALVE
(2 REQUIRED)
CONCRETE SLAB
DOUBLE CHECK VALVE
ASSEMBLY (MINIMUM)
1 1'0" MIN I
ABOVE GROUND DEVICE WITH �- 2'0" MIN
DETECTOR BYPASS
DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY
CITY OF SANFORD 1999 FIG. 500B
0
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385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Certificate of Authorization No.: 9230
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Selby G. Weeks 56991
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revision description date
1L Owner Revision 03.28.18
0 City Comments 06.05.18
Owner Revision 09.14.18
0
0
drawn by:
RVZ
checked by:
SGW
date:
03/o9/18
plot scale:
AS SHOWN
project number:
17RINEoo1
file name:
X-36,„ fit, Wk - RmAan dwg
6" INTERIOR FIRE SPRINKLER RISER SPIG('T
6" DR -14 FROM U.G.
SUPPLY (REFER TO U.G. 6"
FIREKEYRPLANTIOHISPPAGE (BY
FOR CONTINUATION)
UP 4" TO THE 1ST FLOOR COP
VALVE REFER TO "FLOOR COP
VALVE ASSEMBLY SECTION VIEW D
ON SHEETS FP -2 & I
BUILDING "A" - FIRST FLOOR FIRE SPRINKLER PIPING PLAN
SCALE
NOTE: THE GENERAL NOTES, DETAILS, DESIGN CRITERIA, AND HYDRAULIC
CALCULATION PLACARDS WILL NOT FIT ON THIS SHEET AND AS SUCH ARE
INCLUDED ON SHEETS FP -2 OF 3 & FP -3 OF 3; THE NOTES, DETAILS,
DESIGN CRITERIA, ETC... COVER ALL THREE FLOORS OF THIS BUILDING
S.I.N. #R3622
406
3/4" (8.OK)
155' QR
RELIABLE F1 FRLO
UPR. BRASS
NO ESC.
REFER TO NOTES
FOR MAX SPACING
PER SPRINKLER
S.I.N. #RA1435
1/2" (5.6K)
286 QR
RELIABLE F1 FR
HSW BRASS
NO ESC.
100 SQ. FT.
MAX SPACING
PER SPRINKLER
S.I.N. WR5734
UWHT
100 SQ. FT.
MAX SPACING
PER SPRINKLER
JJ 0ONSULTING GR®UP, INC.
CA LICENSE #31 838
JORGE J. SALGADO, P.E. #53600
2001 TLZEWELL CIRCLE
#1509
ORLANDO, FL 32837
1/8" = 1'-0"
. ...... S I N G L E Suu iiCE S 0 L %ur' T 10%
•SPRINKLER -
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12" DR -14
1000'-0" f
(BY OTHERS)
TO DOMESTIC WATER
(BY OTHERS)
NEW 6" DOUBLE CHECK DETECTOR ASSEMBLY (DCDA)
_ABACKFLOW PREVENTER W/ 4" z 2j�" x M" FDC
THE FIRE SPRINKLER SYSTEM POINT OF SERVICE
�� �REVENTER
P.O.S.) IS AT THE SUPPLY SIDE OF THE BACKFLOW
\\ (I.E.-THE FIRST OS&Y VALVE)
// 6" DP. -14
199'-0" f
(BY OTHERS)
NEW FIRE HYDRANT
(BY OTHERS)
SPG y
6" INTERIOR SPIGOT
TO FEED THE RISER
-RINEHART SELF STORAGE -
UNDERGROUND FIRE PROTECTION PLAN/KEY PLAN
SCALE
NOTE: THE U.G. FIRE PROTECTION SHOWN HERE IS BY OTHERS IS NOT TO
SCALE, AND IS FOR HYDRAULIC CALCULATION REFERENCE PURPOSES ONLY
N. T. S.
HANGER #1
BAR JOIST
TOP BEAM CLAMP &
ALL THREAD ROD SIZES
FOR 1" THRU 4" PIPE
3/8" TO BE USED
FOR 6" & 8" PIPE
1/2" TO BE USED
T.B.C.
STE
ZINC ATR
SCALE
HANGER #2A
SAM MY
SIDEWINDER
NC ATR
HANGER #4
CONC. STRUCTURE
HANGER RING
HANGER DETAILS
N.T.S.
>CREW
CRETE
Z
HANGER RING
CONCRETE WALL OR FLOOR
1/4' CROWN OF
FIRESTOP SEALANT
STEEL PIPE UP TO 12' ANNULUS+
POINT CONTACT TO V MAXIMUM
V PACKED �\11-4/2' DEPTH OF
MINERAL WOOL FIRESTOP SEALANT
UL SYSTEM NUMBER CAJ-1353
F RATING, 3 HR
T RATING; O HR
SEALANT; STI SPECSEAL LCI -300
STEEL PIPE CONCRETE
WALL PENETRATION
N.T.S.
5/8' TYPE 'X' GYP. BRD, FOR 1
HR RATING & 2 x 5/8' TYPE
'X' GYP, BIRD, FOR 2 HR RATING
STEEL PIPE UP TO 8'
ANNULUS; POINT
CONTACT TO 2' MAXIMUM
1/4' CROWN OF
FIRESTOP SEALANT
AT CONTACT POINTS
II ;r, II 5/8' DEPTH OF FIRESTOP
UL SYSTEM NUMBER W -L-1222
F RATING; 1 AND 2 HR
T RATING; ' I & 1 HR
SEALANT; STI SPECSEAL LCI -3000
STEEL PIPE DRY
WALL PENETRATION
N.T.S.
1X" DRAIN _\ 14" RISER
1%" DRAIN TO BE CUT IN FIEL[
1X" DRAIN TO BE CUT IN FIEL[
SYSTEM
MANIFOLD W/ GAUGE ASSEMBLY,
T GLASS, & FLOW SWITCH
.{
FLOOR CONTROL VALVE ASSEMBLY SECTION VIEW DETAIL
S.I.N. #R3622
461
3/4,(8.OK)
155' QR
RELIABLE F1 FRLO
UPR. BRASS
NO ESC.
—0-
130 SQ. FT.
MAX SPACING
PER SPRINKLER
BUILDING "A" - SECOND FLOOR FIRE SPRINKLER PIPING PLAN
SCALE
dd C0NSLJLTING GPOUP, INC.
CA LICENSE #31 338
JORGE J. r.J-AL.GADO, P.E. #530500
2001 TIZEWELL. CIPOLE
#1 509
ORLANDO, FL 32837
1/8" = 1'-0"
/rau :,iJ,y t7y y�� 9" v.`r�` v..,...✓ --�// Sa6 �� '�..+..i ,�� �^ � ��w� \..rss+'. -i:�i
f I
U L T I
SIN GLE Su' K S u U
�« FIRE ALARM -SPRINKLER -SECURITY
RISER
(TYP.
NES)
GENERAL NOTES:
1. ALL WORK, DESIGN, MATERIALS, AND INSTALLATION TO BE IN ACCORDANCE W/ NFPA #13, 2013 EDITION, THE MANUFACTURERS
LISTING, & THE AUTHORITY HAVING JURISDICTION.
2. THE DESIGN CRITERIA FOR THE OVERHEAD FIRE SPRINKLER SYSTEM(S) IS AS FOLLOWS:
A.) ORDINARY HAZARD GROUP 2 AREAS: WET PIPE SYSTEM DESIGNED IN ACCORDANCE W/ NFPA 13, 2013 EDITION TO
PROVIDE A .20 DENSITY FOR ALL, INCLUDING THE MOST REMOTE 1500 SQ. FT. HYDRAULIC DESIGN AREA. (THE HYDRAULIC
DESIGN AREAS HAVE BEEN REDUCED AS ALLOWED BY NFPA 13, 2013 EDITION, SECTION 11.2.3.2.3.1; IN ADDITION, IN
ACCORDANCE WITH NFPA #13, 2013 EDITION, TABLE 23.4.4.6.2. & A.23.4.4.6.2, THE SPRINKLERS IN THE SMALL STORAGE
UNIT ROOMS HAVE BEEN OMITTED FROM BEING INCLUDED IN THE HYDRAULIC DESIGN AREA.)
B.) LIGHT HAZARD AREAS: WET PIPE SYSTEM DESIGNED IN ACCORDANCE W/ NFPA 13, 2013 EDITION TO PROVIDE A .10
DENSITY FOR ALL, INCLUDING THE MOST REMOTE 1500 SQ. FT. HYDRAULIC DESIGN AREA.
3. THE OCCUPANCY OF THIS BUILDING IS THAT OF A SELF—STORAGE TYPE OF FACILITY AND IS CLASSIFIED AS AN ORDINARY
HAZARD GROUP 2 OCCUPANCIES SINCE THE TYPE OF STORAGE IS CONSIDERED TO BE "INCIDENTAL STORAGE" UP TO A MAX.
STORAGE HEIGHT OF 12'-0" IN ACCORDANCE WITH NFPA 13, 2013 EDITION FOR ANY ORDINARY HAZARD GROUP TWO OCCUPANCY.
4. THE MAX. SPACING OF THE SPRINKLERS IN THE ORDINARY HAZARD OCCUPANCIES IS NOT TO EXCEED 130 SQ. FT. PER
SPRINKLER IN ACCORDANCE W/ NFPA 13, 2013 ED. FOR ANY ORDINARY HAZARD OCCUPANCY WHILE THE MAX SPACING OF THE
SPRINKLERS IN THE LIGHT HAZARD OCCUPANCIES IS NOT TO EXCEED 225 SQ. FT. PER SPRINKLER IN ACCORDANCE WITH NFPA
#13, 2013 EDITION.
5. THE TOP OF THE WALLS IN THE INDIVIDUAL SELF—STORAGE UNITS ARE LESS THAN 18" BELOW THE DECK; THEREFORE, THE
WALLS ARE CONSIDERED TO BE OBSTRUCTIONS TO THE SPRAY PATTERN OF THE SPRINKLER HEADS. AS SUCH, SPRINKLER
PROTECTION IS INCLUDED IN EVERY INDIVIDUAL SELF STORAGE UNIT. SINCE EACH OF THE WALLS ARE CONSIDERED TO BE
OBSTRUCTIONS, ANY HEAD THAT IS CLOSER THAN 6'-0" APART WILL NOT COLD SODER.
6. THE PIPE & FITTINGS TO BE USED ARE AS FOLLOWS:
A.) GROOVED PIPING 1-1/2"-4": SCH. 10 BLACK W/ GROOVED COUPLINGS/FITTINGS.
B.) THREADED PIPING 1"-2": SCH. 4-0 BLACK W/ THREADED FITTINGS.
7. ALL FIREWALL PENETRATIONS ARE TO BE SEALED IN ACCORDANCE WITH THEIR RATING.
8. ALL PIPE DIMENSIONS ARE CENTER TO CENTER.
9. ALL PIPE HANGERS INSTALLED PER NFPA 13, 2013 ED. & THE MANUFACTURERS LISTING.
NO.
DATE
REVISION DESCRIPTION
- '
4" TO {BE CUT IN FIELD
_FIN. FLR..
�--4" TO OVE
4" COMMERCIAL RISER
RHEA
8-19-18
G.C./A.H.J. SUBMITTAL
IVAN
TEST N' DRAIN &
SIGIa
LL
»r
► " /
(WIRING BY OTHE
S)
w�s
Uuj
B.F. VA. T.
(WIRING BY OTHERS)
( OT
.
jF
_ o
it N
1
I
#rtirttttir;►r
N
4" RISER
00
0
FIN. FLR
4" TO BE CUT IN FIELD
................
..........
.... ........ ................... ...... ",......... _.... _..................... -.......
i..............
SYSTEM
MANIFOLD W/ GAUGE ASSEMBLY,
T GLASS, & FLOW SWITCH
.{
FLOOR CONTROL VALVE ASSEMBLY SECTION VIEW DETAIL
S.I.N. #R3622
461
3/4,(8.OK)
155' QR
RELIABLE F1 FRLO
UPR. BRASS
NO ESC.
—0-
130 SQ. FT.
MAX SPACING
PER SPRINKLER
BUILDING "A" - SECOND FLOOR FIRE SPRINKLER PIPING PLAN
SCALE
dd C0NSLJLTING GPOUP, INC.
CA LICENSE #31 338
JORGE J. r.J-AL.GADO, P.E. #530500
2001 TIZEWELL. CIPOLE
#1 509
ORLANDO, FL 32837
1/8" = 1'-0"
/rau :,iJ,y t7y y�� 9" v.`r�` v..,...✓ --�// Sa6 �� '�..+..i ,�� �^ � ��w� \..rss+'. -i:�i
f I
U L T I
SIN GLE Su' K S u U
�« FIRE ALARM -SPRINKLER -SECURITY
RISER
(TYP.
NES)
GENERAL NOTES:
1. ALL WORK, DESIGN, MATERIALS, AND INSTALLATION TO BE IN ACCORDANCE W/ NFPA #13, 2013 EDITION, THE MANUFACTURERS
LISTING, & THE AUTHORITY HAVING JURISDICTION.
2. THE DESIGN CRITERIA FOR THE OVERHEAD FIRE SPRINKLER SYSTEM(S) IS AS FOLLOWS:
A.) ORDINARY HAZARD GROUP 2 AREAS: WET PIPE SYSTEM DESIGNED IN ACCORDANCE W/ NFPA 13, 2013 EDITION TO
PROVIDE A .20 DENSITY FOR ALL, INCLUDING THE MOST REMOTE 1500 SQ. FT. HYDRAULIC DESIGN AREA. (THE HYDRAULIC
DESIGN AREAS HAVE BEEN REDUCED AS ALLOWED BY NFPA 13, 2013 EDITION, SECTION 11.2.3.2.3.1; IN ADDITION, IN
ACCORDANCE WITH NFPA #13, 2013 EDITION, TABLE 23.4.4.6.2. & A.23.4.4.6.2, THE SPRINKLERS IN THE SMALL STORAGE
UNIT ROOMS HAVE BEEN OMITTED FROM BEING INCLUDED IN THE HYDRAULIC DESIGN AREA.)
B.) LIGHT HAZARD AREAS: WET PIPE SYSTEM DESIGNED IN ACCORDANCE W/ NFPA 13, 2013 EDITION TO PROVIDE A .10
DENSITY FOR ALL, INCLUDING THE MOST REMOTE 1500 SQ. FT. HYDRAULIC DESIGN AREA.
3. THE OCCUPANCY OF THIS BUILDING IS THAT OF A SELF—STORAGE TYPE OF FACILITY AND IS CLASSIFIED AS AN ORDINARY
HAZARD GROUP 2 OCCUPANCIES SINCE THE TYPE OF STORAGE IS CONSIDERED TO BE "INCIDENTAL STORAGE" UP TO A MAX.
STORAGE HEIGHT OF 12'-0" IN ACCORDANCE WITH NFPA 13, 2013 EDITION FOR ANY ORDINARY HAZARD GROUP TWO OCCUPANCY.
4. THE MAX. SPACING OF THE SPRINKLERS IN THE ORDINARY HAZARD OCCUPANCIES IS NOT TO EXCEED 130 SQ. FT. PER
SPRINKLER IN ACCORDANCE W/ NFPA 13, 2013 ED. FOR ANY ORDINARY HAZARD OCCUPANCY WHILE THE MAX SPACING OF THE
SPRINKLERS IN THE LIGHT HAZARD OCCUPANCIES IS NOT TO EXCEED 225 SQ. FT. PER SPRINKLER IN ACCORDANCE WITH NFPA
#13, 2013 EDITION.
5. THE TOP OF THE WALLS IN THE INDIVIDUAL SELF—STORAGE UNITS ARE LESS THAN 18" BELOW THE DECK; THEREFORE, THE
WALLS ARE CONSIDERED TO BE OBSTRUCTIONS TO THE SPRAY PATTERN OF THE SPRINKLER HEADS. AS SUCH, SPRINKLER
PROTECTION IS INCLUDED IN EVERY INDIVIDUAL SELF STORAGE UNIT. SINCE EACH OF THE WALLS ARE CONSIDERED TO BE
OBSTRUCTIONS, ANY HEAD THAT IS CLOSER THAN 6'-0" APART WILL NOT COLD SODER.
6. THE PIPE & FITTINGS TO BE USED ARE AS FOLLOWS:
A.) GROOVED PIPING 1-1/2"-4": SCH. 10 BLACK W/ GROOVED COUPLINGS/FITTINGS.
B.) THREADED PIPING 1"-2": SCH. 4-0 BLACK W/ THREADED FITTINGS.
7. ALL FIREWALL PENETRATIONS ARE TO BE SEALED IN ACCORDANCE WITH THEIR RATING.
8. ALL PIPE DIMENSIONS ARE CENTER TO CENTER.
9. ALL PIPE HANGERS INSTALLED PER NFPA 13, 2013 ED. & THE MANUFACTURERS LISTING.
NO.
DATE
REVISION DESCRIPTION
BY
0
8-19-18
G.C./A.H.J. SUBMITTAL
IVAN
LL
»r
► " /
0
0
w�s
Uuj
.
L
I
U
w R NEHART SELF STORAGE
0
2 RINEHART RD.
SANFORD, FL 32771
Q
Building "A" — Second Floor Fire Protection Plan
REVISION SYSTEM NUMBER JOB NUMBER DRAWING NUMBER
0 SYSTEM # 1 FP -2 OF 3
IN�r"i»s�+4f,
LL
»r
► " /
0
0
w�s
Uuj
#rtirttttir;►r
N
00
0
U
w R NEHART SELF STORAGE
0
2 RINEHART RD.
SANFORD, FL 32771
Q
Building "A" — Second Floor Fire Protection Plan
REVISION SYSTEM NUMBER JOB NUMBER DRAWING NUMBER
0 SYSTEM # 1 FP -2 OF 3
HANGER #1
BAR JOIST
TOP BEAM CLAMP &
ALL THREAD ROD SIZES
FOR 1" THRU 4" PIPE
3/8" TO BE USED
FOR 6" & 8" PIPE
1/2" TO BE USED
T.B.C.
STE
ZINC ATR
HANGER
SCALE
HANGER #2A
SAMMY
SIDEWINDER
NC ATR
HANGER #4
CONC. STRUCTURE
HANGER RING
HANGER DETAILS
N.T.S.
SCREW
JCRETE
HANGER RING
CONCRETE WALL OR FLOOR
1/4' CROWN OF
FIRESTOP SEALANT
STEEL PIPE UP TO 12' ANNULUS;
POINT CONTACT TO 1' MAXIMUM
1' PACKED �1/2' DEPTH OF
MINERAL WOOL FIRESTOP SEALANT
UL SYSTEM NUMBER CAJ-1353
F RATING; 3 HR
T RATING; O HR
SEALANT, STI SPECSEAL LCI -300
STEEL PIPE CONCRETE
WALL PENETRATION
N. T. S.
5/8' TYPE 'X' GYP, BRD, FOR 1
HR RATING & 2 x 5/8' TYPE
'X' GYP. BIRD, FOR 2 HR RATING
1/4' CROWN OF
STEEL PIPE UP TO 8' FIRESTOP SEALANT
AT CONTACT POINTS
ANNULUS; POINT
CONTACT TO 2' MAXIMUM
5/8' DEPTH OF FIRESTOP
UL SYSTEM NUMBER W -L-1222
F RATING, 1 AND 2 HR
T RATING1 t � & 1 HR
SEALANT; STI SPECSEAL LCI -3000
STEEL PIPE DRY
WALL PENETRATION
N.T.S.
1X4" DRAIN /_4" RISER
4" TO 'BE CUT IN FIELD
1X4" DRAIN TO BE CUT IN FIELD I —4" TO OVEPHEAD SYSTEM
4" COMMERCIAL RISER MANIFOLD W/ GAUGE ASSEMBLY,
I TEST N' DRAIN &I SIGHT GLASS, & FLOW SWITCH
I(WIRING BY OTHERS)
B.F. VA. W/ T.S.:
(WIRING BY OTHERS)
i -
_ o
�ti
N
I
i
1X4" DRAIN TO BE CUT IN FIELD 4" RISER
4" TO BE CUT IN FIELD
FLOOR CONTROL VALVE ASSEMBLY SECTION VIEW DETAIL
11M A" TA n Ir -7nn ri nnn
S.I.N. #R3622
464
64
3/4" (8.OK)
155' QR
RELIABLE F1 FRLO'
UPR. BRASS
NO ESC.
—0-
130 SQ. FT,
MAX SPACING
PER SPRINKLER
BUILDING "A" - THIRD FLOOR FIRE SPRINKLER PIPING PLAN
SCALE — 1/8" = 1'-0"
4JJ CONSULTING GROUP, INC.
CA LICENSE #31 832
JORGE J. 5ALGAD09 P.E. #53600
2001 TIZEWELL CIRCLE
#1509
ORLANDO, FL 32837
M
y
/F 1 .3ell%
SINGLE SuuKCE S'L"Tlut
:
A
U N
FIRE ALARM -SPRINKLER -SECURITY__
GENERAL NOTES:
1. ALL WORK, DESIGN, MATERIALS, AND INSTALLATION TO BE IN ACCORDANCE W/ NFPA #13, 2013 EDITION, THE MANUFACTURERS
LISTING, & THE AUTHORITY HAVING JURISDICTION.
2. THE DESIGN CRITERIA FOR THE OVERHEAD FIRE SPRINKLER SYSTEM(S) IS AS FOLLOWS:
A.) ORDINARY HAZARD GROUP 2 AREAS: WET PIPE SYSTEM DESIGNED IN ACCORDANCE W/ NFPA 13, 2013 EDITION TO
PROVIDE A .20 DENSITY FOR ALL, INCLUDING THE MOST REMOTE 1500 SQ. FT. HYDRAULIC DESIGN AREA. (THE HYDRAULIC
DESIGN AREAS HAVE BEEN REDUCED AS ALLOWED BY NFPA 13, 2013 EDITION, SECTION 11.2.3.2.3.1; IN ADDITION, IN
ACCORDANCE WITH NFPA #13, 2013 EDITION, TABLE 23.4.4.6.2. & A.23.4.4.6.2, THE SPRINKLERS IN THE SMALL STORAGE
UNIT ROOMS HAVE BEEN OMITTED FROM BEING INCLUDED IN THE HYDRAULIC DESIGN AREA.)
B.) LIGHT HAZARD AREAS: WET PIPE SYSTEM DESIGNED IN ACCORDANCE W/ NFPA 13, 2013 EDITION TO PROVIDE A .10
DENSITY FOR ALL, INCLUDING THE MOST REMOTE 1500 SQ. FT. HYDRAULIC DESIGN AREA.
3. THE OCCUPANCY OF THIS BUILDING IS THAT OF A SELF—STORAGE TYPE OF FACILITY AND IS CLASSIFIED AS AN ORDINARY
HAZARD GROUP 2 OCCUPANCIES SINCE THE TYPE OF STORAGE IS CONSIDERED TO BE "INCIDENTAL STORAGE" UP TO A MAX.
STORAGE HEIGHT OF 12'-0" IN ACCORDANCE WITH NFPA 13, 2013 EDITION FOR ANY ORDINARY HAZARD GROUP TWO OCCUPANCY.
4. THE MAX. SPACING OF THE SPRINKLERS IN THE ORDINARY HAZARD OCCUPANCIES IS NOT TO EXCEED 130 SQ. FT. PER
SPRINKLER IN ACCORDANCE W/ NFPA 13, 2013 ED. FOR ANY ORDINARY HAZARD OCCUPANCY WHILE THE MAX SPACING OF THE
SPRINKLERS IN THE LIGHT HAZARD OCCUPANCIES IS NOT TO EXCEED 225 SQ. FT. PER SPRINKLER IN ACCORDANCE WITH NFPA
#13, 2013 EDITION.
5. THE TOP OF THE WALLS IN THE INDIVIDUAL SELF—STORAGE UNITS ARE LESS THAN 18" BELOW THE DECK; THEREFORE, THE
WALLS ARE CONSIDERED TO BE OBSTRUCTIONS TO THE SPRAY PATTERN OF THE SPRINKLER HEADS. AS SUCH, SPRINKLER
PROTECTION IS INCLUDED IN EVERY INDIVIDUAL SELF STORAGE UNIT. SINCE EACH OF THE WALLS ARE CONSIDERED TO BE
OBSTRUCTIONS, ANY HEAD THAT IS CLOSER THAN 6'-0" APART WILL NOT COLD SOLDER.
6. THE PIPE & FITTINGS TO BE USED ARE AS FOLLOWS:
A.) GROOVED PIPING 1-1/2"-4": SCH. 10 BLACK W/ GROOVED COUPLINGS/FITTINGS.
B.) THREADED PIPING 1"-2": SCH. 40 BLACK W/ THREADED FITTINGS.
7. ALL FIREWALL PENETRATIONS ARE TO BE SEALED IN ACCORDANCE WITH THEIR RATING.
8. ALL PIPE DIMENSIONS ARE CENTER TO CENTER.
9. ALL PIPE HANGERS INSTALLED PER NFPA 13, 2013 ED. & THE MANUFACTURERS LISTING.
IGN AREA #1
1004 SQ. FT.
10 HEADS
Hydraulically Designed
FLOW TEST DATA
STATIC: 50
PSI
RESIDUAL:
48 PSI
FLOW: 1110 GPM
DATE: 1-7-18
Design Area Size 1004
TIME: 1:10
PM
LOCATION:
SITE HYDRANTS ON RINEHART ROAD
BY: FARRELLL FIRE PROTECTION LLC
Hydraulically Designed
System
Location
DA #1
No. of Sprinklers
10
Density
.20
Design Area Size 1004
SQ. FT.
System Demand At Base
of Riser
GPM Discharge
223.17
Residual PSI
19.827
NOTE: THE DESIGN AREA HAS BEEN REDUCED
BY 33.07% FOR A MAX. DECK/CEILING HEIGHT
OF 14'-7�" IN ACCORDANCE W/ NFPA 13, 2013
EDITION, SECTION 11.2.3.2.3.1
IN ACCORDANCE WITH NFPA #13, 2013 EDITION,
TABLE 23.4.4.6.2. & A.23.4..6.2, THE SPRINKLERS
IN THE SMALL STORAGE UNIT ROOMS HAVE BEEN
OMITTED FROM BEING INCLUDED IN THE HYDRAULIC
DESIGN AREA.
NO.
DATE
REVISION DESCRIPTION
BY
0
8-19-18
G.C./A.H.J. SUBMITTAL
IVAN
` (tit
`%f.•41 ."%• y y�' pl���
( y
7
w • c
< ..
U
w RINEHART SELF STORAGE
CL RINEHART RD.
SANFORD, FL 32771
Q
Building "A" — Third Floor Fire Protection Plan
REVISION SYSTEM NUMBER JOB NUMBER DRAWING NUMBER
0 SYSTEM # 1 FP -3 OF 3
CPO
` (tit
`%f.•41 ."%• y y�' pl���
( y
7
w • c
< ..
0
U
w RINEHART SELF STORAGE
CL RINEHART RD.
SANFORD, FL 32771
Q
Building "A" — Third Floor Fire Protection Plan
REVISION SYSTEM NUMBER JOB NUMBER DRAWING NUMBER
0 SYSTEM # 1 FP -3 OF 3
drainage manhole
Top elev. = 43.60'
S Invert = 37.10'
(18" x 30" RCP)
N Invert - 37.00'
(18" x 30" RCP)
e" ou
i
Test hole
Test hole 02
0 47.2'
22
hole 45
hole 44
hole #3
drainage inlet
Top elev. - 44.02'
S invert - 39.07'
(18" x 30" RCP)
N invert - 39.00' I
(18" x 30" RCP)
;45.19
D-9
Boundary and .Topographic Survey
of a portion of Lot 1,
PINE LAKE GROVES, Plat Book 9, Page 27
Section 33, Township 19 South, Range 30 East
Seminole County, Florida
PERMIT # �: 7J 5' /
f�
r
C `
d \ (�
GRAPHIC SCALE
50 0 25 50 100
200
N
Point of Commencement
Northwest comer of the NorthwestIN FEET �- _RF E
'\ r
1/4 of Section 33, Township 19 ()
Y Y
South, Range 30 East J
Recovered nail and disk in � �( j� � \�( 1 inch - 50 it.
�c(1
avement stamped # 065370 ' i �
P P
OF FICE Lot 1
X�
BEST BUY ON RINEHART ROAD Lo+ 1, WAL-MART
Plot Book 66, Pages 49-50 "Best Buy" building SUPERSTORE ON RINEHART ROAD S
floor elev. - 48.1' Plat Book 65, Pages 31-32 i
g J /
45.48 .31 �•� X4518 4517 45U46.43"74,%44
concre sidewalk edge of water ��j^j7 i �� X39.87 X41.87
44. .37 45. x44.48 eIOV. 33.5' / X)36.88 S� x43.94 drainage inlet
Ss3 45.2 4S Li I I40 x3864' X36 37`35 �- _ rm D-7 // { ` I Top elev. 38.40'
75 31 4500 45.14 4283 1 W \ \x38.30 38.1(Y-' 8-____s. ; -� , '3�-_~ "`-^- - - - x / \ W Invert = 31.20' (42" RCP)
I ( 44.87 68 concrete { " edge of water `(4\ 40 \-36- - { N invert = 31.00' (42" RCP) I X3. _
I \ 3
4 .92 29 44.88 44 9 �\ drivewaytt 1t edge of water \ 9� 3 x1 ` --x3e. 3Z - I
-`P\ -X 7 �� 37-----� _ X37.3
asphalt X43.2 --..+` .- X37.81 r - _ --.38` ` - ✓ { X39.08
X4&05 asphalt driveway and parking lot x45.37 x4835 45.05X X4472 �8 x4415 x44.51 D'S \\ \,' edge of water \ 41 +- �!� -'X356 1 / /
dge of pavement 1.5' curb 42.76 concrete retaining wall 4 �40-_� ?•� _ p -g x3&20�
48.18 48.85 45.43 44 9D 44.64 45.05 43.1 elev. = 38.2' 43 42 ( 4 4�- - - X 8- - 37-- . & /
OOAK14 OAK15 AKt OAK11 OMAGB A 14 AK OAK70 11 MPA A 6.
/llit%i811nk fenn.7T -- 1
CYP 6
OAK18 O X47.23 10 \ �' a 46.94 49.B5xMA 6 D-3 N 89"52'39" E AK13 D-4 YRg CYi'8 L ,�ClP6 � 1318.88' ' \ ¢3 OAK13 Ct OA OAK15 \ 8� 0 0006 0CA�38.83 5' " ,
72 \ /ti OAKS OAKS OAK
76 - - Northers extension of the East
\ / x4337 x;3,7- -43- `� / 'k 3.04 o d`DitIG8 S 00'25 04 W 30.00
D-2 y y o \ North line of Section 33 x4545 . �q5 -- x44 72 / '�` �' �• o ~�. oAKt2 0
rest hole 45 a \ --.. Wilson Avenue (30 b0 R/W per P.B. 9, Pg. 27) O AKTIMNB(WW� \ X41.53,\ o `e OAK15 ` - - - f � Y
X4p ;hole �7 mak'►' r�j \ `I �¢e� • ' " % ' °� \ \ \ \M �'� `-~~ x39.30 1 // line of Lot 1, Pine Lake Groves,
\ \ N 89 52 9 E 1302.90 /Plat Book 9, Page 27
\ PALM \ y e 3 / OOAK3s OWOAK10 / \ \ \ `' - , _. �' \ 3$.e2 Point of Beginning
I I 6' high chain link fence / North line of Lot 1, Pine Lake I OOAX28 eP X43.43 00AK6 / \ -- x40.52 \ / //�/� Northeast line of Lot 1 Pine Lake
ends 2.5' south of corner \ Groves, Plat Book 9, Pae 27 / \ \ ®OAK13 `'�fl(TWIN12 I -� /moi/ Groves, Plat Book 9, Page 27
4$.60 I I X48.31 \ �a1 g , I OOAKB / e0AK8 / Gl�\ \ \ ` ` - OAK11 OAK�M�10 /
i / 4a.2o
`� I X48 44 1 DOAK I X43 84 0OAK24 X43.ei / X43.73 44 of N. I T I r( � O 5' high metal rail fence
70.0 x48.84 ' 0OA46 ` _, \ / � \ 10,<K12 / {
48.30
46 del
D-1 Inlet
D-6 inlet
Top slay. = 47.59'
47.0 04 1 I
NW invert - 41.09 (36" RCP)
O
E
I
46.71
II
C
N
cCL
d i L
� �
L L
� OC
U bl I .0 CL
d, J
I
hole 45
hole 44
hole #3
drainage inlet
Top elev. - 44.02'
S invert - 39.07'
(18" x 30" RCP)
N invert - 39.00' I
(18" x 30" RCP)
;45.19
D-9
Boundary and .Topographic Survey
of a portion of Lot 1,
PINE LAKE GROVES, Plat Book 9, Page 27
Section 33, Township 19 South, Range 30 East
Seminole County, Florida
PERMIT # �: 7J 5' /
f�
r
C `
d \ (�
GRAPHIC SCALE
50 0 25 50 100
200
N
Point of Commencement
Northwest comer of the NorthwestIN FEET �- _RF E
'\ r
1/4 of Section 33, Township 19 ()
Y Y
South, Range 30 East J
Recovered nail and disk in � �( j� � \�( 1 inch - 50 it.
�c(1
avement stamped # 065370 ' i �
P P
OF FICE Lot 1
X�
BEST BUY ON RINEHART ROAD Lo+ 1, WAL-MART
Plot Book 66, Pages 49-50 "Best Buy" building SUPERSTORE ON RINEHART ROAD S
floor elev. - 48.1' Plat Book 65, Pages 31-32 i
g J /
45.48 .31 �•� X4518 4517 45U46.43"74,%44
concre sidewalk edge of water ��j^j7 i �� X39.87 X41.87
44. .37 45. x44.48 eIOV. 33.5' / X)36.88 S� x43.94 drainage inlet
Ss3 45.2 4S Li I I40 x3864' X36 37`35 �- _ rm D-7 // { ` I Top elev. 38.40'
75 31 4500 45.14 4283 1 W \ \x38.30 38.1(Y-' 8-____s. ; -� , '3�-_~ "`-^- - - - x / \ W Invert = 31.20' (42" RCP)
I ( 44.87 68 concrete { " edge of water `(4\ 40 \-36- - { N invert = 31.00' (42" RCP) I X3. _
I \ 3
4 .92 29 44.88 44 9 �\ drivewaytt 1t edge of water \ 9� 3 x1 ` --x3e. 3Z - I
-`P\ -X 7 �� 37-----� _ X37.3
asphalt X43.2 --..+` .- X37.81 r - _ --.38` ` - ✓ { X39.08
X4&05 asphalt driveway and parking lot x45.37 x4835 45.05X X4472 �8 x4415 x44.51 D'S \\ \,' edge of water \ 41 +- �!� -'X356 1 / /
dge of pavement 1.5' curb 42.76 concrete retaining wall 4 �40-_� ?•� _ p -g x3&20�
48.18 48.85 45.43 44 9D 44.64 45.05 43.1 elev. = 38.2' 43 42 ( 4 4�- - - X 8- - 37-- . & /
OOAK14 OAK15 AKt OAK11 OMAGB A 14 AK OAK70 11 MPA A 6.
/llit%i811nk fenn.7T -- 1
CYP 6
OAK18 O X47.23 10 \ �' a 46.94 49.B5xMA 6 D-3 N 89"52'39" E AK13 D-4 YRg CYi'8 L ,�ClP6 � 1318.88' ' \ ¢3 OAK13 Ct OA OAK15 \ 8� 0 0006 0CA�38.83 5' " ,
72 \ /ti OAKS OAKS OAK
76 - - Northers extension of the East
\ / x4337 x;3,7- -43- `� / 'k 3.04 o d`DitIG8 S 00'25 04 W 30.00
D-2 y y o \ North line of Section 33 x4545 . �q5 -- x44 72 / '�` �' �• o ~�. oAKt2 0
rest hole 45 a \ --.. Wilson Avenue (30 b0 R/W per P.B. 9, Pg. 27) O AKTIMNB(WW� \ X41.53,\ o `e OAK15 ` - - - f � Y
X4p ;hole �7 mak'►' r�j \ `I �¢e� • ' " % ' °� \ \ \ \M �'� `-~~ x39.30 1 // line of Lot 1, Pine Lake Groves,
\ \ N 89 52 9 E 1302.90 /Plat Book 9, Page 27
\ PALM \ y e 3 / OOAK3s OWOAK10 / \ \ \ `' - , _. �' \ 3$.e2 Point of Beginning
I I 6' high chain link fence / North line of Lot 1, Pine Lake I OOAX28 eP X43.43 00AK6 / \ -- x40.52 \ / //�/� Northeast line of Lot 1 Pine Lake
ends 2.5' south of corner \ Groves, Plat Book 9, Pae 27 / \ \ ®OAK13 `'�fl(TWIN12 I -� /moi/ Groves, Plat Book 9, Page 27
4$.60 I I X48.31 \ �a1 g , I OOAKB / e0AK8 / Gl�\ \ \ ` ` - OAK11 OAK�M�10 /
i / 4a.2o
`� I X48 44 1 DOAK I X43 84 0OAK24 X43.ei / X43.73 44 of N. I T I r( � O 5' high metal rail fence
70.0 x48.84 ' 0OA46 ` _, \ / � \ 10,<K12 / {
48.30
46 del
D-1 Inlet
D-6 inlet
Top slay. = 47.59'
47.0 04 1 I
NW invert - 41.09 (36" RCP)
O
E
I
D-2 manhole
II
C
N
cCL
d i L
� �
L L
� OC
U bl I .0 CL
a L
47.75 .0
D-3 inlet
Top elev. = 45.48'
Q!� cI
6E
I �'
49.44
I I V a
49.01
'6614 47.01 2
CX M
0 0^-
1 c�
g,49.57 a?!
(inlet still has felt paper
D-5 inlet
covering bottom of grate)
Top elev. = 42.53'
d
a
49.61
d
3
v {
e'
m
49.71 r
e
e .111 47.54
49.53
X47.16
(Invert information taken from
asbullt survey provided by the client)
50.02 o
I
50.09 ®
47.51
48.25
drain go manhole
Top elev. = 47.89'
I
N invert = 39.79' (18" RCP)
SW Invert = 43.27' (18" RCP)
West line of Section 33
II 04 I X48.92 , \ /� x44.08 y, -- _ _ / CJ ` %N4196 OAK21 OAK300
III m 'R - 2616.47' , , %4472 \ O?AK6 OOAKB \ ?\ \ I
III D = 4'06'35" / \ 1 ` / x4418 x4418 \ \ \ \ \ \ I \ \ X40.72retaining wall , 47.9 building
L = 187.67' , ` ` OAKTWIN6 00gkTWIN13
I II pVj I e r " ` OAKTWINB CK12K8 OOAKTWINiB \ OOAK36 \ \ drainage inlet-,
cn CB=N024316 E / \ / \
aC = 187.63f / / ` x46.37 *OAKTw1N6 \\ / Portion of Lot 1 \'�- -- - - - - -44-, \ \ \ \ ✓ / 42.16X' �T 4�aX4t.9� \\ t p eiev. - 33.73' ' \ \�� �Ic48.08
X48.84 / 1 x46.41 x48.87 0 LM14 GOAKTMNi4 oAKT""N7 PINE LAKE GROVES \ \ \ \ i8,re RCP 39 B S XP._411 �►5.7t 4J
OOAKB oOAKS
/ , / `X41. OAK7 p OAKSX42. 28 42: 3` P. 41.$3 I \ N \ \
i 1 " I OOAKII2 / X4490
OAKS X44,80 ' �� P.B. 9Ca Page 27 X44.58 X4444 \ \\ \ \4284\ \ \ X40.06 61
\ high metal roll fence
W / 47.24 X `� \ \ \ �41J � I
OOAK13 -r'x45.12 '�•-�
OOAK12 Recovered 5/8" iron / - 5a� \ \\ \ \ ` `/' �\ I V tV \, X41.76 w I �4A-_X43.56
I o / / rod with ca stamped / \ 6 �
" p " p OAK18 OAKt 0 ` o ( \ tQ �O 1 ' A2'
II cV FOOT LB 7121 �� X45.27 ` --~' \ \ �AKTWINt01 ( �j N \\ 4252 I I x�t j h,
I 6.84 East R/V4 line Northerly L/A i / r-
-- X47.08 "`4� R/W line x45.26 / X4588 X4510 '�5\ \ \ \ \ /I I ,.,, wall column I
X45.10 \ 1 I `~`-W" cis o s coast ail LID I I
I A PAM12 48.9 44.9 X45.71 �,
I _ - - X _ OOAKTRIP7 I
44 x49.17 x45.56 x45.12 m
X X X X X X X �- X X X X X OAKS x4477 \ I I
c �� OOAK24 �C44,02 1 I I of property line 39. 8
4j.o� �ca7. x4717) `90'08�(i6"-1I�1�`4 e8 - - ---- - -542 _ �xaa9i�... - ` `x�s.6s _..- - - -46-- - - - - -X- ��28 �` X / \ // � �S � I
\ �8�iglyct'1&_jink fence --47 '�--.� � OAK12
4P.09 -� 48 -49-- - r - -- - - -- - " - - -48-- - - - - .- - -' -' --47- --- . _ - \ tfa I Structure
s. 6 x4s.92 _" _ -_ -- - - -49- - - - - ` - - --- - - - - - - - - - - - -' - _ xV `` k 48.37 OOOAKi3 dJOAKd w�i I I drainage ou I
46.01 �. Recovered 5/8" iron _ y So.aax-- - x5o.41i _ .^. X49.98 X49.73 - - - - _ -48- - - _ \. OAK12 I elevation = 41.09a
�,,�,,�. OAI� I d Bc a O p ' top ton
--49-- - - - - _ - - - - - - _ X49.47 - X49. ` - """"" X r�pe / / Vl � t X41. a Io I top o Skimmer a v. 2.45'
` Fod�l/it 1TD cap - _ - - - - _ ..- .- - - - -49- -`. _ - - - - - - - - - -- $4939`49- - - � � � \ "OAKB \ a`f 0_ � � s J �0 I NW invert - 34.40'
tX48.4J 4s' " - -- -- -- - - - - .- _. - - = _ ^^ - - - -48- - _ _ -' - -- -- -- - y = - = _ -' -49- - OOAK6 OOAK26 / / E I 42.a7Y ►" I I 4" PVC bleeder Invert = 39.72'
fence comer Is 3.5' r _ _ _ x4s.47 - --
south and 1.5: -welt r
-- �. .` _ \ \ •� %` X4S.73 OOAK6 / / OAK16 O I N W ami OAK\ N18 Cr ' o
48.52❑ <• -� -r X47 - - - �r48 iJ X,47 X46.17 - `47- L _X ` ~- � ` \ \ � � X88 X � X44.99 \ /
yc _ _ _(�
OB `f- �- - - _ - .- -49� .� ` .� ' - - _..,. -. -. - � � � _ X4 16 5 ti 1 � `50.01�\ \ \ ` \ \ � � ` = �� �AK6 / �. � / rn c 1 • I I ".,_edge of water
0.64 �� 123.1 _X 4M \ \--. �_ \ \ �. "" \ 45.36 OAK7 / OOAKTWINS O a o !' L I =
'� S�\� \ \ k Recovered 5/8" Iron OAK24 / W / W to I elev. 39.3'
1822. '' .� 5X p.2\ _ �- \ \ rod With CQ atom ed ` /. I M ir w, \ ' vII� I 04
X tf 48 ` \ \ `\ P P 8)OAK8 / OOAK11 �I v W C7 I W rn
State Road 417 `' �'\ ` � \ \ \ \ k "FDOT LB 7121" OAKto �,.�(44.96 ( / 0OAKB f I I I Z I
Site Benchmark ` ~ �x 30; '` ,\ \ x4 . 0OAK16 OOAKTWINt1111222 J I I 0 DO
Limited Access Right of Way Z
Recovered Seminole County nail and disk \ OOAK1 ( I I 1= rn
per F.D.O.T. R/W Map�¢ \ \ x`2.12 r< I I Z w
stamped 813-53-03 in concrete median Section 77160-2441 • \ �.\ \ \ \ \ \ .e'`� \ \ 3 I m : o'
top elevation 53.32 R = 825.20 \\�\ \_.� \¢8`��'� �X d Kt4 \ \ \ Q R I I �, cn a
D = 27'10'59" \ ` �\¢9` \ \ \\ - _ - - - \ \ a-
0 K8 6�AKy, t \ .�'°`� a- I p I I 10 ao ao
L = 391.50 `\`� \ \ �� \ _. - QCs moo` I I I ( I- r
• f M \ 43.39 X N
CB = N 76 24 30 W. \ �\ \ �-x49:�` \ \ \ \ 1 x s5 i I Z 0
C = 387.84' .¢�\ ` \ \ \ ` \ \ \ \ \ 0014-POAK16 OOAKTW11114 0 I I I W In
\ \ `x�� \ \ \ OOAKiS O_ I W «�
x�a44 \ \ \ OPALMt ` I
\ \ \ \ \ \ \ \ \\ 4\ \ ` -- ~ �¢¢� � \ X4180 N I I 1 � O
40S x48. s \ \ OOAKe \ 110.00" n
\ \\ \ \ \ \ \ 6l9AKTWINii I I \ 78 Height of Io 11%.1e X431981
\ \ \ \ \ \ \ \44'con uctor - 63.3 I
X\4\
Property DescriptionSurveyors Re ort
4 k OkKTWINIO \� I \ i I I I ,
1. Bearings shown hereon are based on the North line of State Road 417, limited access \ \ \ ,�s \ \ �\� OAS\ X44• - i I
A parcel of land located in the Northwest 1/4 of Section 33, Township 19 South, right of way, , per Florida De Department of Trans Transportation right ht of way ma Section \ \ o ooA 18 a 1 N
y P P P g y P Abbreviations and Legend \\ f �\ % X44.70
Range 30 East, Seminole County,Florida, bean a portion of Lot 1, Pine Lake Groves, as " 9 \ \
gg P 77160-2441 bein assumed as North 90 00 00 West. \ \\
recorded in Plat Book 9, Page 27, Public Records of Seminole County, Florida, as g X4 \\ �C o0 1 Structure {� A49X7 I
recorded Official Record Book 4447, Page 1085, Public Records of Seminole County, F.D.O.T. - denotes Florida Department of Transportation \ \ \\ �' \ \"� I height of 1. eat wire
Florida, being more particularly described as follows: 2. The elevations shown hereon are based on Seminole County Vertical Control Network. \ \ \\ \ \ at conductor - 62.4' I I I
Specifically, benchmark designation number 8135303, being a Seminole County nail and L/A - denotes limited access \ \\ \ \\ \ \ \ i
disk stamped 813-53-03 in concrete median of entrance to State Road 417 125' east \ \ \ 34 \ \\ ) i I I I I edge of water
A portion of Lots 1 and 2, Pine Lake Groves, according to the Plat thereof as recorded \ \ � k elev. = 39.3'
in Plat Book 9, Pae 27, of center line of Reinhardt Rcad Published elevation is 53.32 feet relative to the North \\ \
Page Public Records of Seminole County Florida, lying in the R/W- denotes right of way \ � \ \\ \ \ \ \ 44.79 I I I
Northeast 1/4 of Section 32, Township 19 South. Range 30 East, and the Northwest 1/4 American Vertical Datum (NAVD) of 1988.
of Section 33, Township 19 South, Range 30 East, as recorded in Official Records Book O.R.- denotes Official Records Booker
1265, Page 1570, Public Records of Seminole County, Florida, p lying 3. This Survey was performed with the benefit of a title commitment prepared by Old \ \ \ D \ \ XIt;4.4A\ \ \
less that portion I in in \ '\ '� \ �`� x44.03
Republic National Title insurance Company, commitment number 510261, dated October P.B. - denotes Plat Book '� \ \ \1614 k \ \
Reinhardt Road 140 -foot ri ht-of=wa as shown on Florida Department of Northerly L/A \ \ \ ¢ h
P 18, 2017. This firm relied on said commitment for easements and restrictions of record R W line \91°\ \ \'0"a�'w„ west face of wall is
Transportation Right of Way Map Section YNo. 77160-2441, and did not search the public records for easements or restrictions of record. p . - denotes Pae / \ \ \ \ \ ii�k x�4.5e\ \ 0.9 east of property line
Pg.- g Storm drain manhole � \ \ \ \ f�c �iioli colurl\n \ �
Bein more articular) described as follows: top elev. = 48.35' X4.44 \ \ \ \¢ 7 X \ \
Being particularly 4. Subject property contains 7.718 acres, more or less and is currently vacant land. LB- denotes Licensed Business S invert •. 40.10' (18" RCP) \ \ IN,
\ e\ k •
p -denotes electrical box N invert = 3s.62' (18" RCP) \ � \ �q�,r \ \\
From the Northwest corner of said Section 33, Township 19 South, Range 30 East, (a 5. Subject property lies within Zone X, area determined to be outside the 0.2% annual
i P P Y PSM - denotes Professional Surveyor and Mapper Alk
5"concrete monument as now exists), run thence North 89'5239" East along the North chance floodplain, according to the National Flood Insurance Program, Flood Insurance ®- denotes telephone riser box IN, \ \ \ \ \
\
XV 34 \ \
line of said Section 33 a distance of 1318.88 feet to a point on the East line of said Rate Map number 12117C0065F, dated September 28, 2007. PRM denotes permanent reference monument
\ \ \ \ e Benchmark
Pine Lake Groves, according to the Plat thereof as recorded in Plat Book 9, Page 27,®- denotes light pole on concrete base \ \ \ \ \ \X44.99 Recovered 4" x 4" concrete
Public Records of Seminole County, Florida; thence South 00'25'04" West along the East 6. Only the trees that are 6" In diameter at breast height and larger are shown hereon. Inv. denotes invert x4i;2s� \ monument with disk stamped
line thereof 30.00 feet to the Northeast corner of said Lot 1 for the POINT OF Only the trees within the subject property are shown, there may be trees within 5' of O - denotes traffic light support pole \ \ \ \ 'PRM LB 68'
BEGINNING; thence continue along the East line of said Lot 1 South 00'25'04" West the boundary lines that are not shown. The location of the trees shown hereon are elev. - denotes elevation \ \ \x4`7$ top elevation = 44.27'
487.21 feet to a point on the Northerly existing limited access right of way line of State approximate and not intended for design purposes. If trees are to remain due to ®-denotes underground utility pullbox X46.35
Road 417 (Parcel 320 Part C) as shown on Florida Department of Transportation Right of
Way Map, Section 77160-2441; thence North 6249'00" West along said right of way line
450.59 feet to the beginning of a curve concave Southerly, having a radius of 825.20
feet, a central angle of 27'10'59" and a chord bearing of North 76'2,00" West; thence
Westerly along the arc of said curve and said right of way line 391.50 feet for the end
of said curve; thence continuing along said right of way line South 90.00'00" West
530.45 feet to a point on the East line of said Reinhardt Road, being a point on a
curve concave Westerly, having a radius of 2616.47 feet, a central angle of 04'06'35" and
a chord bearing of North 02'43'16" East; thence Northerly along the arc of said curve
and said East line of Reinhardt Road 187.67 feet to a point on the North line of said
Lot 1; thence, departing said East line of Reinhardt Road, North 89"52'39" East along
said North line of Lot 1 a distance of 1302.90 feet to the POINT OF BEGINNING.
Containing 7.718 acres, more or less.
proposed design, we recommend a more accurate location of the trees trunk and roots.
7. Only the aboveground evidence of underground utilities are shown, underground
improvements were not located, unless shown.
8. The spot elevations along the edge of pavement/curb are edge of pavement
elevations.
9. The feature symbols depicted on this survey and in the legend are shown for graphic
purposes and may not be drawn to scale.
10. This Survey was performed for the sole and exclusive benefit of the entities listed
hereon and shall not be relied upon by any other entity or individual whomsoever.
11. This survey meets the Standards of Practice set forth in Florida Administrative Code
Rule 5J-17, pursuant to Florida Statute Chapter 472.
12. A paper original of this Survey is not valid without the signature and original raised
seal of a Florida licensed surveyor and mapper and a Portable Document Format (PDF)
file version of this survey is not valid without a digital signature and seal of a Florida
licensed surveyor and mapper.
RCP- denotes reinforced concrete pipe
CPP - denotes corrugated plastic pipe
PVC - denotes polyvinyl chloride material
® - denotes storm drain manhole
® - denotes storm drain inlet
D-5 - denotes storm drain structure number
(Tyr) - denotes top of wall
-� - denotes guy wire anchor
gyp, - denotes wood utility pole
- denotes concrete power pole for
high transmission power line
�---- - denotes wood post guy wire anchor
O - denotes set 5/8" iron rod with cap stamped
'PSM 5205', unless otherwise noted
-u- - denotes stop sign or handicap parking sign
i
X 126.50 - denotes spot elevation
x•124-- = denotes contour line and elevation
OOAK13 - denotes oak tree and size of diameter at
breast height in inches (ex. 13" oak tree)
0 OAKTwIN7 - denotes twin trunk oak tree and size of
diameter at breast height in inches
OPINE21 - denotes pine tree and size of diameter
at breast height in inches (ex. 21" pine tree)
OMAGB - denotes magnolia tree and size of diameter
at breast height in inches (ex. 6" magnolia tree)
0PALM9 - denotes palm tree and size of diameter
at breast height in inches (ex. 9" palm tree)
o crP8 - denotes cypress tree and size of diameter
at breast height in inches (ex. 8" cypress tree)
Storm Structure Table
D-1 Inlet
D-6 inlet
Top slay. = 47.59'
Top elev. - 44.20'
NW invert - 41.09 (36" RCP)
Bottom elev. - 30.26'
E
(water elev. in structure Is 36.2',
D-2 manhole
unable to see pipes for measure)
Top elev. - 48.56'
N
SE invert - 39.86' (36" RCP)
D-7 pond outfall structure
N invert = 40.06' (36" RCP)
Top elev. - 35.86'
Rr-
Skimmer elev. - 36.40-
D-3 inlet
Top elev. = 45.48'
N invert - 33.30' (6" PVC orifice)
E invert - 36.35' (30" RCP)
S invert - 31.56 (24" RCP)
slot elev. = 35.00'
N invert - 35.68' (30" RCP)
0
D-4 inlet
D-8 inlet
Top elev. - 36.98'
Top elev. - 43.48'
bottom elev. - 31.50'
W Invert - 39.48' (30" RCP)
(inlet still has felt paper
D-5 inlet
covering bottom of grate)
Top elev. = 42.53'
D-9 manhole and curb inlet
Bottom elev. - 29.27'
top of manhole elev. - 48.57'
(water elev. In structure is 36.2',
N invert - 43.57' (18" RCP)
unable to see pipes for measure)
S invert - 43.77' (18" RCP)
(Invert information taken from
asbullt survey provided by the client)
Test Hole Table
Test Hole # 1 - Re -use Water line
12" PVC - top elevation - 41.8'
surface elevation = 46.8'
Test hole 4 2 - Electric line
4 1/2' PVC - top elevation = 44.4'
surface elevation - 46.8'
Test hole # 3 - Water line
12" DI pipe - top elevation = 42.2'
surface elevation = 46.5'
Test hole 4 4 - Gas line
2 1/2* Poly - top elevation = 43.5'
surface elevation = 46.4'
Test hole # 5 - Communication line
1/4" double cable - top elevation - 43.2'
surface elevation = 46.1'
Test hole # 6 - Sanitary force main
8" PVC - top elevation = 43.4'
surface elevation = 47.2'
Test hole # 7 - Communication line
2" double cable - top elevation = 44.9'
surface elevation = 47.3'
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Two 03
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Ira a inlet I I
Point of Commencement
Northwest corner of the Northwest
1/4 of Section 33, Township 19
South, flange 30 hast,
Recovered nail and disk in
pavement. st:arnped # 065370
I
V '
1
1
1
Lot 1
BEST BUY ON RINEHART ROAD
Plat Book 66, Pages 49-50 ' Best Ruy building
floor ales, = 4.6,1'
concrete 91 eWa k
II�..F U T T I L
....� ncrete ��
1
II IIII��II�.�
AERIAL FIRE TRUCK -- �� osphait 'I arco lvewoy
asphalt driveway and pork'ng lot U_5
- edge of pavemenk curb
Ff(1AK U ` Ki 1 nnAKt Kim K•I%.�S 0AK� OLAG%.. r.rti pr..IvIAG7r�" 4 �� - ��� �� �� �• •� U K11 R'�
-2 r -.- �or- J ina-a# S4E±t+orl r
edge of water_..,, `
edge of water
concrete retaining wall edge of water
elev. •• 35.2' 43.42(1-0
� G�■
V. 0r I °~ GRAPHIC SCALE
v U ( c
( Lot 1, WAL-MAR1'
GATE CONTR -`1 PI RSI'ORE ON RINEHART ROAD
/STACKEDST
i. �.�W�ii
( IN FEET )
1 inch - 50 ft.
Plat Book 65, Pages 31-•-32 I
C Water'
- 3.5'
a
I
1 BIKE RACK
(2 SPACES) "
Ei. link f_ ce X"-��" "i3•(2d4d 3J" 0.-.v.-.,,., � r
.■il �.5- �..�....-C�..•.....■.��
V I _1 ` Bl7fC01NS Teak1 r 7 -- r� oQar- - - - - - -t
ales. 44.02' / I ( rr�.�
I / i I OG TW NB�` I y'. I
;. 4 y. 5r .<nnn
ivr
' I II
( I(I I dh
- -
I II
....- I ..'1..'PE' r� AARyu y
x30" RCP)
nvert 39.00' -
x30" RCP OOAK289 --in link fence NOrth i'na of Lot 1 Pine Lake ,!
..
iur f fs;U,.
j
_
•
I
+kD I endoLith of corner Groves, Plat Book 9.fase 27 y
..
o. o' '•
• �' •k � 1�>� f 3 Y � rz'�� � J�3 ,H�yyU���yWt►
OOAK6
--fo. I I Ix�S'r�>; rrs z s .f r K° ryra
AERIAL FI TRUCK
94 OOAK6
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FOR 6
:iRUCcovers ' .. ......
(1e~ RCP) with C 7
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I YYY Site Benchmark '�\ \ �:.. --: : : a _
Lirniied Access Right of Way
,t line of Section ' 33 �� l , �.; •. ;;,
Recovered Seminole County nail and disk , 0.'' R W N 6 BLACK ( "�"'"" " �r'F "°"ter"' ti ^y
I stamped 813-53-03 in concrete median per f'.i y / sap ' ` J " `� _..:
top elevation - 53.32' Section 7`160"' 2441 CHAIN LINK FE \
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.. ... GENERAL NOTES GENERAL INFORMATION: : GROUND IGN
yfY,
PROPERTY INFORMATION: � �'�
1 l
1. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG MAX. HEIGHT 15' \rfJr T x `
S• �` r. Jr rw •.
PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO TO COORDINATE
FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES AND ANY UTILITY
ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF THREE WORKING DAYS PRIOR
TO EXCAVATION.
2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE DEPICTED FROM ACTUAL FIELD
MEASUREMENTS AND/OR DERIVED FROM RECORD DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONFIRM THE LOCATION OF EXISTING UTILITIES TO DETERMINE IF THERE ARE ANY CONFLICTS WITH THE
PROPOSED CONSTRUCTION AND TO COORDINATE WITH THE UTILITY OWNERS TO RESOLVE THESE CONFLICTS.
3. THE SUBSURFACE INFORMATION FOR THIS PROJECT WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE
AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. INFORMATION SHOWN,
INCLUDING WATER LEVELS, REPRESENTS EXISTING CONDITIONS AT THE SPECIFIC BORING LOCATIONS AT THE
TIME THE BORINGS WERE MADE.
4. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW
THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER, IN
WRITING, WITHIN 48 HOURS OF DISCOVERY. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO
SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO PROVIDE THE WRITTEN NOTIFICATION.
5. ALL MATERIALS, INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH THE CITY OF SANFORD, FLORIDA
BUILDING CODE AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION.
6. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT ADJACENT
STRUCTURES AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND SHORING SHALL BE
DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR.
7. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR
TO COMMENCING WORK.
8. ALL DEBRIS AND WASTE MATERIALS GENERATED BY DEMOLITION OR SUBSEQUENT CONSTRUCTION ACTIVITIES
SHALL BE DISPOSED OFF-SITE IN A LEGAL MANNER AT AN APPROVED DISPOSAL FACILITY. THE CONTRACTOR
SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR DEMOLITION, CONSTRUCTION WORK AND HAULING WASTE
MATERIAL ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
9. ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A CORNER
MONUMENT IS IN DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY REFERENCED, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER WITHOUT DELAY.
10. COORDINATE VALUES ARE BASED ON A LOCAL GRID ESTABLISHED BY THE ENGINEER AND ARE INDEPENDENT OF
VALUES DEPICTED ON THE SURVEY.
11. ALL REFERENCES TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS CONTRACT.
12. ALL PIPING TO HAVE A MINIMUM OF THREE (3) FEET COVER UNLESS OTHERWISE NOTED ON PLANS.
13. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY STRIPING, TRAFFIC CONTROL AND
SAFETY DEVICES IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," LATEST
EDITION, AND THE LATEST FLORIDA DEPARTMENT OF TRANSPORTATION "ROADWAY DESIGN STANDARDS."
14. MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING CONSTRUCTION,
ACCESS FOR LOCAL TRAFFIC IS CHANGED, 'THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE JURISDICTIONAL
AGENCY A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. MAINTENANCE OF TRAFFIC SHALL BE IN
ACCORDANCE WITH INDEX NO. 600 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDARDS.
15. REFER TO FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS FOR THE FOLLOWING:
A. TYPE "C" INLET (INDEX NO. 232)
B. TYPE "E" INET (INDEX NO. 232)
C. TYPE "P" MANHOLE (INDEX NO. 200)
D. TYPE "J" MANHOLE (INDEX NO. 200)
E. TYPE "J" BOTTOM (INDEX NO. 234)
F. TYPE "D" CURB (INDEX NO. 300)
G. TYPE "F" CURB AND GUTTER (INDEX NO. 300)
H. CURB RAMP (INDEX NO. 304)
I. CROSSWALK, STOP BAR (INDEX NO. 17346)
J. PAVEMENT ARROWS & MESSAGE SIZE & SPACING (INDEX NO. 17346)
K. CONCRETE BUMPER GUARD (WHEEL STOP) (INDEX NO. 300)
16. AS -BUILT DRAWINGS, SIGNED AND SEALED BY A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA,
SHALL BE PROVIDED PER THE PROJECT SPECIFICATIONS AND SHALL COMPLY WITH CITY OF SANFORD
REQUIREMENTS.
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PHASE .ONE (1)
PROPOSED USE: SELF STORAGE
AREA CALCULATIONS:
TOTAL PROPERTY AREA: 8.61 AC.
LOT 1 - 2.35 AC.
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LOT 2 - 278 AC.
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LOT 3 - 3.48 AC.
48.20
Q
TOTAL AREA:
374,901 SF (8.61
AC)
MAX. PERMITTED ISR (PD):
0.80
TOTAL IMPERVIOUS AREA:
101,803 SF (2.34
AC) - 27.2%
MINIMUM OPEN SPACE (PD):
20%
i�rbuilding
OPEN SPACE:
273,098 SF (6.27
AC) - 72.8%
BUILDING INFORMATION:
SELF -STORAGE BUILDINGS:
BUILDING HEIGHT:
STRUCTURE A: 41'-6"
STRUCTURE B: 10'-4"
STRUCTURE C: 10'-4"
3 -STORY STRUCTURE A
LEVEL 1 - 33,494 SF
LEVEL 2 - 33,494 SF
LEVEL 3 - 33,494 SF
TOTAL STRUCTURE A - 100,482 SF
STRUCTURE B - 7,952 SF
STRUCTURE C - 4,641 SF
MTAL SELF -STORAGE - 113,075 SF
MAX. PERMITTED FAR (PD): 0.50
m FAR: 113,075 / 374,901= 0.30
MAX. PERMITTED BUILDING HEIGHT: 8 STORIES, UP TO 100 FT
AERIAL FIRE TRUCK DIMENSIONS
WHEEL BASE - 249 INCHES
KINGPIN CENTERS - 68.5 INCHES
FRONT TRACK - 80.7 INCHES
BODY FRONT OVERHANG - 86 INCHES
BODY WIDTH - 96 INCHES
BUMPER TO BUMPER LENGTH - 511 INCHES
MAXIMUM INSIDE CRAMP ANGLE - 44 DEGREES
NOTE: UNOBSTRUCTED VERTICAL CLEARANCE OF
AT LEAST 13 FEET 6 INCHES SHALL BE PROVIDED
FOR ALL DEPICTED TRUCK ROUTES,
(TYPICAL)
CITY OF SANFORD - CONDITIONS OF APPROVAL:
ON MARCH 26, 2018, THE CITY COMMISSION ADOPTED ORDINANCE NO. 4444 REZONING PROPERTY AT
1451 RINEHART ROAD TO PD, PLANNED DEVELOPMENT CREATING THE RINEHART GREENWAY COMMONS PD,
SUBJECT TO A DEVELOPMENT ORDER WITH THE FOLLOWING CONDITIONS:
1. PURSUANT TO SECTION 4.3.G OF THE LDRS, THIS REZONING SHALL EXPIRE 3 YEARS FROM THE
EFFECTIVE DATE OF THIS ORDINANCE IF ALL IMPROVEMENTS HAVE NOT BEEN COMPLETED OR
AN EXTENSION GRANTED.
2. ALL DEVELOPMENT SHALL BE CONSISTENT WITH RINEHART GREENWAY COMMONS PD MASTER
PLAN, DATED AS RECEIVED BY THE CITY ON FEBRUARY 2, 2018 INCLUDING, BUT NOT LIMITED
TO, THE GENERAL STANDARDS AS ESTABLISHED ON THE CONCEPT PLAN UNLESS OTHERWISE
SPECIFICALLY SET FORTH IN ANY ASSOCIATED DEVELOPMENT ORDER; PROVIDED, HOWEVER,
THAT ALL SUBSEQUENT DEVELOPMENT ORDERS SHALL BE CONSISTENT WITH THE PROVISIONS OF
THIS ORDINANCE.
3. ALL LAND USE ACTIVITIES CONDUCTED ON THE PD PROPERTY SHALL BE IN ACCORDANCE WITH
SCHEDULE 'B" - PERMITTED USES, OF THE LDRS FOR THE GC -2, GENERAL COMMERCIAL,
ZONING DISTRICT: THE MR -3, MULTIPLE FAMILY, ZONING DISTRICT NOTED ON THE PLAN SHALL
NOT APPLY. TOWNHOMES AND OR MULTIPLE FAMILY RESIDENTIAL MAY BE ESTABLISHED BY WAY
OF A CONDITIONAL USE. ALL ACTIVITIES SHALL BE CONDUCTED INDOORS, INCLUDING ANY
STORAGE OR ASSEMBLY.
4. THE PROPERTY OWNER SHALL FORMULATE AND MEMORIALIZE WITH STAFF A DOCUMENT,
APPROVED BY THE CITY ATTORNEY AND OF EQUAL DIGNITY HEREWITH, CREATING A
LANDSCAPING BARRIER IN THE BUFFER AREAS LOCATED BETWEEN THE RESIDENTIAL AND
COMMERCIAL/INDUSTRIAL USES SUCH ACTION TO OCCUR PRIOR TO ISSUANCE OF A CERTIFICATE
OF OCCUPANCY.
5. AN OVERALL COMPREHENSIVE SIGN PLAN SHALL BE ESTABLISHED AS REGULATED IN SCHEDULE
1(; SIGN REGULATIONS, OF THE LDRS. THE SIGNAGE SHOWN ON THE RINEHART GREENWAY
COMMONS PD MASTER PLAN IS CONCEPTUAL AND NOT APPROVED IN CONJUNCTION WITH THIS
ORDINANCE. ALL SIGNAGE WILL BE REVIEWED AND APPROVED SEPARATELY.
6. ALL REQUIREMENTS RELATING TO TREE MITIGATION AS ESTABLISHED IN THE LDRS SHALL BE
MET PRIOR TO DEVELOPMENT OF THE PD PROPERTY.
7. A DECORATIVE AND FUNCTIONAL FOUNTAIN SHALL BE INSTALLED IN ALL WET RETENTION PONDS
BY THE PROPERTY OWNER AS PART OF DEVELOPMENT APPROVAL WHICH APPROVAL SHALL
PROVIDE FOR ONGOING MAINTENANCE REQUIREMENTS AND RESPONSIBILITIES UPON THE
APPROPRIATE PARTY, AS APPROVED BY THE CITY, BUT NOT THE CITY.
8. ALL COMMERCIAL ELEMENTS OF THE DEVELOPMENT SHALL BE IMPLEMENTED IN ACCORDANCE
WITH SCHEDULE 'G" - ARCHITECTURAL DESIGN STANDARDS, OF THE LDRS.
9. UNLESS SPECIFICALLY APPROVED ON THE RINEHART GREENWAY COMMONS PD MASTER PLAN,
ANY CONCEPT PLAN OR A DEVELOPMENT ORDER, ALL REQUIRED ELEMENTS MISSING FROM OR
NOT SHOWN ON THE RINEHART GREENWAY COMMONS PD MASTER PLAN SHALL COMPLY WITH
THE LDRS.
10. THE FOLLOWING DESIGN ELEMENTS WILL BE CONSIDERED DURING THE DEVELOPMENT PLAN
REVIEW:
A. SITE IMPROVEMENTS OCCURRING ON THE PD PROPERTY MAY INCLUDE THE
INCORPORATION OF LOW IMPACT DEVELOPMENT (OFTENTIMES REFERRED TO AS 'UD J
TECHNIQUES AND CRIME PREVENTION THROUGH ENVIRONMENTAL DESIGN (OFTENTIMES
REFERRED TO AS "CPTED) GUIDELINES.
B. ELEMENTS OF BUILDINGS MAY BE CONSTRUCTED INCORPORATING LEADERSHIP IN
ENERGY AND ENVIRONMENTAL DESIGN (OFTENTIMES REFERRED TO AS 'LEEDJ, FLORIDA
GREEN, OR SUCH OTHER EQUIVALENT ENERGY SAVINGS STANDARDS AS MAY BE
APPROVED BY THE CITY.
C. UNLESS SPECIFICALLY REQUESTED AND APPROVED ON THE PD MASTER PLAN,
ANY REQUIRED ELEMENTS MISSING FROM OR NOT SHOWN ON THE PD MASTER PLAN
SHALL COMPLY WITH THE LDRS.
11. THE RESOLUTION OF ALL DISPUTES ARISING FROM DEVELOPMENT UNDER RINEHART GREENWAY
COMMONS PD SHALL BE RESOLVED BY • THE PLANNING AND ZONING COMMISSION UNLESS
OTHERWISE SPECIFICALLY PROVIDED BY CONTROLLING LAW.
drainage inlet
Top elev. 38.40'
W Invert " 31.20' (42" RCP)
N invert 31.00' (42" RCP)
S 00.25'04" W .30,00'
line of Lot 1, Pine Lake
Groves, 1''at Book 9, Page 27
f' 1
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o ni .�f Beginning
Northeast line of Lot 1, Pine Lake
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V die - 39.55' tL�C :m - 33.7 -r
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48.20
project number:
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DOU ILE 6
SWI1 G GATE
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-CH IN LINK FENCE
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Northerly L/A4
-..... 'b
R/W lint; ) aff ofh%n`
Storm drain manhole/ ort�ert fllnk�
lop elev. s, 48.35' � Q
rS invert •• 40,10' (18° RCP)
N invert •* 39.82' (18" RCP)
PAVING LEGEND:
CONCRETE WALKS, PADS AND PAVEMENT
° (REFER TO DETAILS ON SHEET C600)
ASPHALT PAVEMENT SECTION
• (REFER TO DETAIL ON SHEET C600)
0 PARKING DATA:
` 45.71
5' hick metsl rail feriae
drainage outfall
top 0evat on =
top OF skimmer
NW invert - 34,
4' PVC Weede-
edge of waiter
/� elev. 30.:5'
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-edge of water
elev., _ :59.3'
!.45'
9.72'
- _..,._........,..._ __ west face of wall i9
0.9' east of property line
Sall column
Site Benchmark
Recovered 4" x 4" concre
monument with disk stam
'PRM LB 68'
top elevation = 44,27'
CITY OF SANFORD PARKING REQUIREMENT
BASIS: (SCHEDULE H)
SELF -STORAGE FACILITY: MINIMUM NUMBER OF PARKING SPACES REQUIRED PER UNIT = 6 PARKING SPACES
TOTAL PARKING REQUIRED: 6 SPACES
PARKING PROVIDED:
REGULAR ACCUSIBLE TOTAL
STORAGE
TOTAL PARKING PROVIDED 4 2 g
BICYCLE PARKING REQUIREMENTS:
BASIS: (SCHEDULE H)
ONE BICYCLE SPACE FOR EVERY 20 PARKING SPACES, A MINIMUM OF 2 SPACES.
TOTAL BIKE PARKING REQUIRED: 2 SPACES
i 2 SPACED (1 RACK)
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385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Certificate of Authorization No.: 9230
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description date
Owner Revision 03.28.18
drawn by:
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date:
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plot scale:
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-..... 'b
R/W lint; ) aff ofh%n`
Storm drain manhole/ ort�ert fllnk�
lop elev. s, 48.35' � Q
rS invert •• 40,10' (18° RCP)
N invert •* 39.82' (18" RCP)
PAVING LEGEND:
CONCRETE WALKS, PADS AND PAVEMENT
° (REFER TO DETAILS ON SHEET C600)
ASPHALT PAVEMENT SECTION
• (REFER TO DETAIL ON SHEET C600)
0 PARKING DATA:
` 45.71
5' hick metsl rail feriae
drainage outfall
top 0evat on =
top OF skimmer
NW invert - 34,
4' PVC Weede-
edge of waiter
/� elev. 30.:5'
Iw�
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7"',
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111 +•
CL, a
-edge of water
elev., _ :59.3'
!.45'
9.72'
- _..,._........,..._ __ west face of wall i9
0.9' east of property line
Sall column
Site Benchmark
Recovered 4" x 4" concre
monument with disk stam
'PRM LB 68'
top elevation = 44,27'
CITY OF SANFORD PARKING REQUIREMENT
BASIS: (SCHEDULE H)
SELF -STORAGE FACILITY: MINIMUM NUMBER OF PARKING SPACES REQUIRED PER UNIT = 6 PARKING SPACES
TOTAL PARKING REQUIRED: 6 SPACES
PARKING PROVIDED:
REGULAR ACCUSIBLE TOTAL
STORAGE
TOTAL PARKING PROVIDED 4 2 g
BICYCLE PARKING REQUIREMENTS:
BASIS: (SCHEDULE H)
ONE BICYCLE SPACE FOR EVERY 20 PARKING SPACES, A MINIMUM OF 2 SPACES.
TOTAL BIKE PARKING REQUIRED: 2 SPACES
i 2 SPACED (1 RACK)
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385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Certificate of Authorization No.: 9230
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drawn by:
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date:
03/09/18
plot scale:
AS SHOWN
project number:
17RINEool
file name:
x-36x24Title Vlk-Rinehmtdwg
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DUMPSTER ENCLOSURE
RWEhiART SS ASSOCIATES LLC
1451 RINEHART ROAD; 5ANf:ORD, FL 32771
i T. h-0
Ln 9 9 9 9 V STOPi i n i i i i i
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Z. -I IT TFITIT
SITE PLAN
(FOR REFERENCE ONLY)
aoo���a���ao �>•oo�a�
a
GENERAL
THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT ALL DIMENSIONS ARE MASONRY
COORDINATED BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO MASONRY CONSTRUCTION, MATERIALS, AND INSPECTION SHALL CONFORM TO THE
COMMENCING WITH THE FABRICATION OF MATERIALS OR THE START OF CONSTRUCTION. MINIMUM REQUIREMENTS OF THE LATEST ADOPTED EDITIONS ACI 530 & 530.1, ASCE
THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT THE 5 & 6, IMS 4H & 602, ASTMESE CONTRACT DOOCUCU & C1019, AND NCMA TEK 107, UNLESS
SPECIFIED IN TH
STRUCTURE, THE WORK PERSONS, AND OTHER PEOPLE DURING CONSTRUCTION. HE SHALL MENTS.
SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. CONCRETE BLOCKS SHALL CONFORM TO THE MINIMUM REQ. OF ASTM C-90 WITH
NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN STRENGTH. f m=1,500psi (1,900psi ON THE NET AREA)
THE GENERAL CONTRACTOR SHALL COORDINATE ALL DESIGN PROFESSIONALS DRAWINGS MORTAR SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF ASTM C270 FOR TYPE
AND SPECIFICATIONS, FOR ITEMS WHICH MAY ADVERSELY AFFECT THE STRUCTURE AND M OR S W/ (COMPRESSIVE STRENGTH=2500psi AND 1800psi RESPECTIVELY. SITE
NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES AND/OR OMISSIONS. TESTED MORTAR CUBES SHALL ACHIEVE A MINIMUM OF 80% OF THE DESIGN
0 '
SUBMITTAL SETS SHALL CONSIST OF A MAXIMUM OF 1 SEPIA AND 2 BLUE LINES, COMPRESSIVE STRENGTH)
ADDITIONAL BLUE LINES WILL BE DISCARDED. BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING.
SUBMITTALS TO ENGINEER OF RECORD FOR REVIEW MUST CONTAIN THE GENERAL � cn z z
ALL CROSS WEBS SHALL BE FULLY BEDDED IN MORTAR AROUND CELLS TO BE GROUTED. SEE SCHED FOR ,_j a o o » "
CONTRACTOR'S STAMP SIGNIFYING HIS REVIEW/ACCEPTANCE. SUBMITTALS SENT WITHOUT STIRRUP SPCG a 3/8 x1 VERT (DUMMY) JOINT
THE GS'S REVIEW STAMP WILL BE RETURNED AT HIS EXPENSE AND WITHOUT REVIEW. EACH SIDE OF TIE BEAM
GROUT FOR FILLED CELLS SHALL BE PLACED AS INDICATED BELOW-
ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TO BE TYPICAL OR SIMILAR UNLESS NOTES: SEE PLANS AND PLAN NOTES FOR ``•'� ''` `� f
ANOTHER SECTION OR DETAIL IS REFERENCED ON THE PLANS. 1. DO NOT GROUT UNTIL MORTAR HAS SET8" JOINT
LOCATION OF GROUTED CELLS - IL-3
SUFFICIENTLY TO WITHSTAND THE STOP GROUT MIN 1 1/2" BELOW /L
PRESSURE OF THE GROUT. WAIT NOT TOP OF UNIT IF GROUTING IS ADJUST STIRRUP REINF CONT 0
FOUNDATIONS LESS THAN 24 HOURS. STOPPED FOR MORE THAN ONE LOCATION SLIGHTLY CONTROL JOINT IN
HOUR. TO CLEAR THE CONIC TIE BEAM
CONFORMANCE WITH THE REQUIREMENTS OUTLINED IN THE GEOTECHNICAL SOILS REPORT 2. WAIT A MINIMUM OF (1) HOUR BEFOREJOINT BY 2" (MIN)
SHALL BE DETERMINED BY PERFORMING INDUSTRY STANDARD SOIL DENSITY TESTS BY A PLACING NEW GROUT ON A PREVIOUS . r MAX HEIGHT OF LIFT = 5' -Om.
CERTIFIED TESTING AGENCY. LIFT WAIT 3 TO 5 MINUTES AND M C J @ TIE BEAM
CONSOLIDATE WITH FLEXIBLE
CONDITIONS DISCOVERED BY THE GENERAL CONTRACTOR AND/OR GEOTECHNICAL FIELD ' = CABLE VIBRATOR. JOB SITE MIXING OF GROUT SHALL NOT BE PERMITTED. TESTING SHALL CONFORM TO
REPRESENTATIVE DURING EXCAVATION WHICH MAY PREVENT THE ATTAINMENT OF THE 3. THE MINIMUM CONTINUOUS , , RECONSOLIDATE AFTER AN ASTM C1019. SEE TEST MOLD DETAIL BELOW. SEE SCHEDULE UNDER CONCRETE NOTES
UNOBSTRUCTED CLEAR AREA IN CELL TO • ' FOR COMPRESSIVE STRENGTH AND SLUMP REQUIREMENTS.
ALLOWABLE BEARING PRESSURE STATED IN THE GEOTECHNICAL SOILS REPORT, SHALL BE ADDITIONAL 30 MINUTES BEFORE
'!'
REPORTED TO THE ARCHITECT/ENGINEER. RECEIVE GROUT MUST BE NOT LESS " PLASTICITY IS LOST. GROUT -TEST PRISM
THAN 3x3. SEE CONCRETE GENERAL NOTES NOTE:
FOUNDATION DESIGN VALUES - 2,000PSFASSUMED FOR GROUT PROPERTIES (4) 8x8x16 CMU
( ) 4. MORTAR FINS MUST BE REMOVED AS BLOCKS REQUIRED
BLOCK PLACEMENT PROCEEDS.
IF WALL IS LAID UP NO GREATER
REINFORCING: 5. MORTAR DROPPINGS MUST BE KEPT OUT THAN 5'-0" IN HEIGHT ABOVE THE COVER UNITS USING `
ALL REINFORCING SHALL BE DOMESTICALLY PRODUCED WITH REBAR CONFORMING TO OF CELLS WHICH ARE TO BE GROUTED. FOOTING OR PREVIOUS GROUT ABSORPTIVE PAPER
ASTM -615 FOR GRADE 60 STEEL, AND WELDED WIRE FABRIC (WWF) TO ASTM A-185. LIFT(S), A CLEAN-OUT HOLE SHALL TOWELLING W/ TAPE
6• MAXIMUM WALL HEIGHT FROM TOP OF NOT BE REQUIRED. OTHERWISE,
SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE FOOTING OR PREVIOUS GROUT POURS PROVIDE CLEAN- OUT HOLE WI,
3"x3"x1 5/8" WOOD BLOCK FRONT BLOCK REMOVED
WiRb WIRE FABRIC 12" MIN. LAID UP AT ONE TIME SHALL BE 12'-0". MINIMUM SIZE OF 3"x3". FOR CLARITY
POURED CONCRETE 36 X BAR DIA (12" MIN) OVERHANGING MORTAR AND DEBRIS
GROUTED CELLS 48 X BAR DIA SHALL BE REMOVED FROM INSIDE DETAIL MASONRY GROUT
GROUTING DETAIL THE CELL WALLS. SEAL PRIOR TO TEST MOLD ASTM C -1019
REINFORCEMENT IN WALLS, FOOTINGS AND BEAMS SHALL BE GROUTING BUT AFTER INSPECTION.
CONTINUOUS AND LAPPED AS SPECIFIED ABOVE, UNLESS GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHOULD BE
NOTED OTHERWISE. HOOK AND LAP ALL CORNER AND STOPPED (1 1/2") BELOW THE TOP OF THE MASONRY UNIT TO PROVIDE
INTERSECTING BARS. (SEE REINF DEVELOPMENT DTL BLW).A KEY FOR SUBSEQUENT GROUTING. MASONRY CONT
�P co STOPPING AND RESUMING WORK: RACK BACK 1/2 -UNIT LENGTH IN EACH TYPICAL MECHANICAL OPENING DETAIL:
� COURSE. DO NOT TOOTH. CLEAN EXPOSED SURFACES OF SET
MASONRY WET UNITS LIGHTLY (IF REQ'D) AND REMOVE LOOSE MAS GC TO
O�CONTACT ENGINEER IF OPENING EXCEEDS SIZE AND AND SPACING SHOWN.
UNITS AND MORTAR PRIOR TO LAYING FRESH MASONRY.
CONCRETE FILLED
DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS. REINF THADD TYP WALL PC "U" LINTEL W/ ADD TYP WALL
48 REINF THIS
BAR DIA LOCA110NIS (2) #5 & 8" BRIG �LOCAT r%kl
DO NOT APPLY CONCENTRATED LOADS TO MASONRY WALLS FOR (7) DAYS. 0 EACH END
MAXIMUM CONTROL JOINT SPACING FOR CONCRETE MASONRY UNITS
SHALL BE THREE (3) X WALL HEIGHT BUT NO FURTHER THAN 50FT.
REFERENCE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. :t .K' .';•
BACKER ROD AND FILLED CELL EA SIDE OF '+
RESILIENT CAULIQNG�?
MCJ W/ TYP WALL REINF. � `.' '•; . • . ,., • '
SCHEDUL
REINE •'.•. •. •• ,
MATCH FTG
L1/2"
REINF xT/ FTG EL EE
NEOPRENE PRE- FORMED GASKET THRU-WALL VERTICAL
NOTES: CONTROL JOINT
1. THRU-WALL JOINT SHALL BE CONTINUOUS WITHOUT INTERRUP11ON FROM i
MI MATInN Tn TnP nF WAI I L_ t
�-- CORNERREINF DEVELOPMENT DETAIL 2. TERMINATE TYPICAL HORIZONTAL JOINT REINFORCING AT JOINT. L
COVER FOR REINFORCING SHALL BE AS FOLLOWS: 3. MAXIMUM SPACING OF CONTROL JOINTS SHALL BE (3 x WALL HEIGHT) OR
50'-0", WHICHEVER IS LESS.
1. a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" MASONRY CONTROL J T (M C J MIN 3'-4" p MAX S-4" MIN 3'-4"
b. CONCRETE EXPOSED TO EARTH OR WEATHER: BETWEEN OPNGS BETWEEN OPNGS
#6 THRU #18 BARS 2" FILL CORE SOLID W/ RESIL CAULKING TYP M E C H 0 P N G TH R U FTG
#5 BAR, W31 OR D31 WIRE AND SMALLER 1 1/2" MORTAR FOR FULL HT 15# BUILDING FELT
c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: BON BREAKER TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY
SLABS, WALLS, JOISTS:, s ;�f DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.
1 1
#14 AND #18 BARS /2" '�'' 'r •`�'�•
#11 BAR AND SMALLER 1 1/ PROVIDE GROUT FILLED PRECAST U -LINTELS WITH (1) #5 CONT AT ALL OPENINGS WHERE
t -CONTROL JOINT CONCRETE BEAMS ARE NOT SHOWN OR NOTED. MINIMUM UNFILLED LINTEL CAPACITY =
THE CONTRACTOR MAY USE CONTROL TYPE BLOCK W/ ARCH APPROVAL 400 Ib/LF FOR SPAN INDICATED.
MASONRY CONTROL JT (MCJ) ALTERNATE HORIZONTALLY REINFORCE WALLS WITH LADDER TYPE (ASTM A-82, #9 GAGE WIRE)
DEFORMED REINFORCEMENT EQUAL TO DURO-WALL IN BED JOINTS AT 16 OC UNO,
MEASURED VERTICALLY. PLACE PER MFR INSTRUCTIONS. LAP ALL HORIZONTAL JOINT
REINFORCING 8" MIN.
NOTES,
I . DETAIL HAS BEEN DESIGNED TO MEET ALL ANTICIPATED LOADING CONDITIONS
OUTLINED IN THE 2017 EDITION OF THE FLORIDA BUILDING CODE FOR A
140MPH, RISK CATEGORY II, EXF05UPE "C" WIND LOAD EVENT.
2. 5EE CIVIU51TE PLAN (BY OTHER5) FOR LOCATION OF DUMP5TER ENCLOSURE.
3. PROVIDE (2) FILLED CELLS AT D15CONTIN0005 END5 AND (3) FILLED CELLS AT
INTERSECTING CORNER5 (TYP.).
4. SEE CIVIU51TE PLAN (BY OTHER5) FOR REQUIRED, WIDTH, AND LENGTH OF
DUMP5TER ENCLOSURE.
0
I
(2) #5 CONT IN KO
BLK 0 T/ WALL -
BRICK WHERE
INDICATED, REF:
ARCH DWGS ---,,
NOTES
1. PLACE THRU-WALL CONTROL
JOINTS AT 50'-0" OC MAX AND
20'-0" FROM CORNERS. DO NOT
CONTINUE HORIZONTAL REINF
ACRnCC (:nNTRni .InINTC CFF
CELL W/ MATCH DRS 0 FDN.
SEE SCH FOR SPACING
•EJ 6" SLAB -ON -GRADE
REINF. W/ 6x6
i- W2.1 xW2.1 WWF
k4l iJ WN I.
BOT BARS
SCALE i S E C TI O N
SEE SCH N.T.S. D-1(TYPICAL DUMPSTER
ENCLOSURE WALL)
CONCRETE:
ALL CONCRETE SHALL HAVE THE FOLLOWING MIN. PROPERTIES:
LOCATION
S28 DAYMAX
TRENGTH
DUMPSTER WALL
REINFORCING SCHEDULE
FOUNDATION
WALL H
FOOTING SIZE
(W X L)
CMU WIDTH
(NOMINAL)
FOOTING REINFORCING
3,000 psi
WALL
REINFORCING
UP TO 5'-4"
3'-0" x CONT
8
(3) #5 CONT T&B, #4 TIES 0 16"
OC
#5 0 48"
OC
5'-5"
TO 6'-8"
3'-0" x CONT
8
(3) #5 CONT T&B, #4 TIES 0 16"
OC
#5 0 48"
OC
6'-9"
TO 8'-0"
S-8" x CONT
8
(3) #5 CONT T&B, #4 TIES 012'
OC
#5 0 32"
OC
8'-1"
TO 8'-8"
3'-8" x CONT
8
(3) #5 CONT T&B, #4 TIES 012"
OC
15 0 24"
OC
8'-9"
TO 9'-4"
4'-4" x CONT
8
(4) #5 CONT T&B, 14 TIES 012-
OC
15 0 16"
OC
1-977TO
10'-0"
4'-4" x CONT
8
(4) #5 CONT T&B, #4 TIES 012'
OC
#6 0 16"
OC
0
I
(2) #5 CONT IN KO
BLK 0 T/ WALL -
BRICK WHERE
INDICATED, REF:
ARCH DWGS ---,,
NOTES
1. PLACE THRU-WALL CONTROL
JOINTS AT 50'-0" OC MAX AND
20'-0" FROM CORNERS. DO NOT
CONTINUE HORIZONTAL REINF
ACRnCC (:nNTRni .InINTC CFF
CELL W/ MATCH DRS 0 FDN.
SEE SCH FOR SPACING
•EJ 6" SLAB -ON -GRADE
REINF. W/ 6x6
i- W2.1 xW2.1 WWF
k4l iJ WN I.
BOT BARS
SCALE i S E C TI O N
SEE SCH N.T.S. D-1(TYPICAL DUMPSTER
ENCLOSURE WALL)
CONCRETE:
ALL CONCRETE SHALL HAVE THE FOLLOWING MIN. PROPERTIES:
LOCATION
S28 DAYMAX
TRENGTH
SLUMP T
AGGR.
FOUNDATION
3,000 psi
4" ± 1"
1 1/2 -
2"SLAB-ON-GRADE
SLAB -ON -GRADE UP TO 4" THICK
3,000 psi
4 ± 1"
11/2-
SLAB -ON -GRADE (OVER 4" THICK)
4,000 psi
4" f 1"
1 1
GROUT FOR FILLED CELLS
2,500 psi
8" f. 11"
3/8*
SLAB THICKNESS IN -1
4 1
NATES:
6 17
18
1• SLUMP FOR RAMPS AND SLOPING SURFACES SHALL NOT EXCEED 4".�n
2. SEE MASONRY GENERAL NOTES FOR GROUT TESTING REQUIREMENTS.
VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 1/2" TO INSIDE FACE.
CONCRETE PROPERTIES SHALL BE VERIFIED THROUGH INDUSTRY STANDARD TESTING
VERTICAL BAR LAP = 48 x BAR DIAMETER. SEE FILLED CELL DETAIL BELOW FOR
PROCEDURES BY A CERTIFIED TESTING AGENCY. MIN. TEST REQUIRED SHALL INCLUDE
ADD111ONAL INFORMATION.
SLUMP AND CYLINDER BEAKS FOR COMPRESSIVE STRENGTH. FINDINGS SHALL BE SUBMITTED
231
TO THE ARCH./ENG. FOR REVIEW.
mYV
4m
=
NOTES:
CONCRETE WORK SHALL CONFORM TO ACI 301 (LATEST EDITION) SPECIFICATIONS FOR
1• SEE FOUNDATION PLANS FOR ALL
STRUCTURAL CONCRETE FOR BUILDINGS.
VERT REINF. REQ. TYP VERTICAL STOP VERTS 2" FROM
<
ga
REINFORCING SIZE &SPACING ' TOP OF WALL &
CONCRETE MIX DESIGN SUBMITTALS SHALL MEET THE FOLLOWING CRITERIA:
SHALL BE ABOVE AND BELOW ALL PROVIDE STANDARD ACI
HOOK (TYP)
1. EACH MIX DESIGN SHALL BE LABELED TO INDICATE THE AREA IN WHICH THE COWRETE IS
WALL OPENINGS.
VERT BAR CENTERED IN
TO BE PLACED. FAILURE TO DO SO WILL RESULT IN THE REJECTION OF SUBMITTALS.
2. EXTEND ALL VERTICAL WALL •` FILLED CELL
2. PROPOSED MIX DESIGN SHALL BE ACCORDANCE WITH ACI 301 METHOD 1 OR METHOD 2 .
REINFORCEMENT TO WITHIN 2" DOWELS SAME AS VERT
SUPPORTING DATA SHALL BE PROVIDED IN TABULAR FORM FOR EACH SEPARATE PROPOSED
OF TOP OF WALL OR BEAM
BARS
MIX.
UNLESS NOTED OTHERWISE.
TERMINATE REINFORCING WITH
'
- HORIZ JOINT REINF 0
3. ENTRAPPED AIR CONTENT SHALL NOT EXCEED 37. 2
PERM, IT #
STANDARD ACI 90 DEGREE w
v
? 16" OC VERT SPACING
M r
�•
4. ADMIXTURES USED TO ENTRAIN AIR ARE NOT ACCEPTABLE.
HOOK IF ROOF JOISTS AND/OR
Q 0
0ON
TRUSSES BEAR ON TOP OF i
o '' STANDARD HOOK
SITE ADDED WATER IS NOT ACCEPTABLE. ADDING WATER TO THE MIX WILL RESULT IN
WALL AND THERE IS NO a
Q ;� (ALTERNATE SIDES)
REJECTION OF THE RESULTS BY THE ENGINEER OF RECORD.
PARAPET. IF PARAPET EXISTS, J
m
HOOK IS NOT REQUIRED.
SLAB ON GRADE
FILLED CELL DETAIL
t �' „ •. •'
UNLESS SPECIFICALLY STATED OTHERWISE IN THE GEOTECHNICAL SOILS REPORT, THE
FOLLOWING MINIMUM CRITERIA SHALL BE ADHERED T0.
a.) INTERIOR FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR
VERTICAL REINFORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED
MAXIMUM DRY DENSITY TEST (ASTM D1557).
AGAINST DISPLACEMENT AT INTERVALS NOT EXCEEDING 192 x BAR DIAMETER OR 10 FT
b.) COMPACTION OF THE SOIL IN THE FIELD SHALL BE MONITORED/CONTROLLED BY A
WHICHEVER IS LESS WHENEVER A CLEANOUT IS REQUIRED. SEE GROUTING DETAIL NOTE
REPRESENTATIVE OF A QUALIFIED LABORATORY.
FOR CLEANOUT REQUIREMENTS.
c.) EACH LAYER OF FILL SHALL NOT EXCEED 12" THICK AND SHALL BE COMPACTED PRIOR TO
REINFORCE MASONRY OPENINGS GREATER THAN 1'-0" WIDE, WITH HORIZ JT REINF PLACED
PLACEMENT OF THE NEXT LAYER.
IN (2) HORIZ JOINT'S APPROXIMATELY 8" APART, IMMEDIATELY ABOVE THE LINTEL AND
MAXIMUM SPACING OF CONTROL JOINTS SHALL BE AS SHOWN IN THE TABLE BELOW.
IMMEDIATELY BELOW THE SILL EXTEND REINFORCING A MINIMUM OF 2'-0" BEYOND
PATTERNS SHALL BE APPROXIMATELY SQUARE W/ RATIO OF LONG SIDE TO SHORT SIDE
JAMBS OF THE OPENING EXCEPT AT CONTROL JOINTS. SEE PLAN FOR ADDITIONAL
NOT TO EXCEED 1.5 TO 1.0.
REQUIREMENTS.
SLAB THICKNESS IN -1
4 1
5 1
6 17
18
19110
SPACING (FT)
1121131151181201
V /
W
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231
25
MIX DESIGNS CONTAINING AGGREGATE LESS THAN 3/4" ARE NOT ACCEPTABLE
CUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE WITHIN THE SAME DAY
AS THE CONC. WAS PLACED)
CARE SHALL BE TAKEN BY THE GENERAL CONTRACTOR WHEN DETERMINING THE LOCATION
OF SJ'S AND CJ'S TO ENSURE SLAB JOINTS DOES NOT READ THROUGH THE
ARCHITECTURAL FINISHES.
WAREHOUSE SLABS SHALL BE POWER -TROWELLED TO A HARD, SMOOTH BURNISHED
FINISH. THE FINAL TROWEL PASS SHALL BE DONE BY MACHINE - NOT BY HAND. WITHIN
30 MINUTES OF THE FINAL TROWEL PASS, THE FLOOR SHALL BE CURED WITH EUCLID'S
SUPER REZ-SEAL OR APPROVED EQUAL
SLAB THICKNESS SHALL BE INCREASED AS REQUIRED TO PROVIDE ADEQUATE SUPPORT
FOR CRANE LOADS WITHOUT CRACKING SLAB.
MARKUPS
k DATE BY 155UE
1 05-07-18 J5V PER MARKUI'5.
2 05-24-18 J5V PER MARKUPS.
P,EV1510N5
DUMPSTER ENCLOSURE
RINEHART 55
A550CIATE5 LLC
145 1 RINEHART ROAD,
5ANFORD, FL 32771
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No. 554
ST a o
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/ON A t. EN�`���`�
DRAWN BY DATE
EDJ 02-09-18
CHECKED BY DATE
RMB 05-10-18
SCALE
N.T.5.
JOB NUMBER
2035
FILE NAME
2035-5TR.DWG
SHEET
D -i
I
-i -i -n -i i.
SITE PLAN
(FOR REFERENCE ONLY)
DUMPSTER ENCLOSURE
RINEHART SS ASSOCIATES LLC
1451 RINEHART ROAD; SANFORD, FL 32771
•I •
0
.............
S
'rte ' • �• •.. � _ .','••• : •• ; • :.. :.,. .;. � : ! •• ....
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THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT ALL DIMENSIONS ARE
28 DAY
STRENGTH
COORDINATED BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO
MASONRY CONSTRUCTION, MATERIALS, AND INSPECTION SHALL C
COMMENCING WITH THE FABRICATION OF MATERIALS OR THE START OF CONSTRUCTION.
MINIMUM REQUIREMENTS OF THE LATEST ADOPTED EDITIONS ACI 530 & 530.1, ASCE
THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT THE
5 & 6, TMS 402 & 602, ASTM C476 & C1019, AND NCMA TEK 107, UNLESS
SPECIFIED IN THESE CONTRACT DOCUMENTS.
STRUCTURE, THE WORK PERSONS, AND OTHER PEOPLE DURING CONSTRUCTION. HE SHALL
1. THRU-WALL JOINT SHALL BE CONTINUOUS WITHOUT INTERRUPTION FROM
FOUNDATION TO TOP OF WALL L 2
2. TERMINATE TYPICAL HORIZONTAL JOINT REINFORCING AT JOINT.
3. MAXIMUM SPACING OF CONTROL JOINTS SHALL BE (3 x WALL HEIGHT) OR
SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION.
CONCRETE BLOCKS SHALL CONFORM TO THE MINIMUM REQ. OF ASTM C-90 WITH
NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN STRENGTH.
f m=1,500psi (1,900psi ON THE NET AREA)
THE GENERAL CONTRACTOR SHALL COORDINATE ALL DESIGN PROFESSIONALS DRAWINGS
MORTAR SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF ASTM C270 FOR TYPE
AND SPECIFICATIONS, FOR ITEMS WHICH MAY ADVERSELY AFFECT THE STRUCTURE AND
M OR S W/ (COMPRESSIVE STRENGTH=2500psi AND 1800psi RESPECTIVELY. SITE
NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES AND/OR OMISSIONS.
TESTED MORTAR CUBES SHALL ACHIEVE A MINIMUM OF 80% OF THE DESIGN
S-0" x CONT
COMPRESSIVE STRENGTH)
SUBMITTAL SETS SHALL CONSIST OF A MAXIMUM OF 1 SEPIA AND 2 BLUE LINES,
OC
ADDITIONAL BLUE LINES WILL BE DISCARDED.
BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING.
SUBMITTALS TO ENGINEER OF RECORD FOR REVIEW MUST CONTAIN THE GENERAL
TO 8'-0"
CONTRACTOR'S STAMP SIGNIFYING HIS REVIEW/ACCEPTANCE. SUBMITTALS SENT WITHOUT
ALL CROSS WEBS SHALL BE FULLY BEDDED IN MORTAR AROUND CELLS TO BE GROUTED.
THE GS'S REVIEW STAMP WILL BE RETURNED AT HIS EXPENSE AND WITHOUT REVIEW.
OC
#5 032"
GROUT FOR FILLED CELLS SHALL BE PLACED AS INDICATED BELOW:
ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TO BE TYPICAL OR SIMILAR UNLESS
NOTES: SEE PLANS AND PLAN NOTES FOR
ANOTHER SECTION OR DETAIL IS REFERENCED ON THE PLANS.
1. DO NOT GROUT UNTIL MORTAR HAS SET LOCATION OF GROUTED CELLS
(3) #5 CONT T&B, #4 TIES 0 12"
SUFFICIENTLY TO WITHSTAND THE
STOP GROUT MIN 1 1/2" BELOW
OC
PRESSURE OF THE GROUT. WAIT NOT
TOP OF UNIT IF GROUTING IS
FOUNDATIONS
LESS THAN 24 HOURS.
STOPPED FOR MORE THAN ONE
OC
#5 0 16"
HOUR.
CONFORMANCE WITH THE REQUIREMENTS OUTLINED IN THE GEOTECHNICAL SOILS REPORT
2• WAIT A MINIMUM OF (1) HOUR BEFORE
4'-4" x CONT
SHALL BE DETERMINED BY PERFORMING INDUSTRY STANDARD SOIL DENSITY TESTS BY A
PLACING NEW GROUT ON A PREVIOUS ' '
MAX HEIGHT OF LIFT = 5'-0".
CERTIFIED TESTING AGENCY.
OC
WAIT 3 TO 5 MINUTES AND
'
+'
CONSOLIDATE WITH FLEXIBLE
CONDITIONS DISCOVERED BY THE GENERAL CONTRACTOR AND/OR GEOTECHNICAL FIELD
CABLE VIBRATOR.
REPRESENTATIVE DURING EXCAVATION WHICH MAY PREVENT THE ATTAINMENT OF THE
3 THE MINIMUM CONTINUOUS
RECONSOLIDATE AFTER AN
ALLOWABLE BEARING PRESSURE STATED IN THE GEOTECHNICAL SOILS REPORT, SHALL BE
UNOBSTRUCTED CLEAR AREA IN CELL TO
ADDITIONAL 30 MINUTES BEFORE
REPORTED TO THE ARCHITECT/ENGINEER.
RECEIVE GROUT MUST BE NOT LESS
PLASTICITY IS LOST.
b.) COMPAC11ON OF THE SOIL IN THE FIELD SHALL BE MONITORED/CONTROLLED BY A
THAN 3"x3".
SEE CONCRETE GENERAL NOTES
FOUNDATION DESIGN VALUES - 2,000PSF (ASSUMED)
4• MORTAR FINS MUST BE REMOVED AS
FOR GROUT PROPERTIES
REINFORCE MASONRY OPENINGS GREATER THAN V-0" WIDE, WITH HORIZ JT REINF PLACED
BLOCK PLACEMENT PROCEEDS.
IN (2) HORIZ JOINT'S APPROXIMATELY 8" APART, IMMEDIATELY ABOVE THE LINTEL AND
REINFORCING:
IF WALL IS LAID UP NO GREATER
ALL REINFORCING SHALL BE DOMESTICALLY PRODUCED WITH REBAR CONFORMING TO
5. MORTAR DROPPINGS MUST BE KEPT OUT
OF CELLS WHICH ARE TO BE GROUTED.
NOT TO EXCEED 1.5 TO 1.0.
THAN 5'-0" IN HEIGHT ABOVE THE
FOOTING OR PREVIOUS GROUT
ASTM -615 FOR GRADE 60 STEEL, AND WELDED WIRE FABRIC (WWF) TO ASTM A-185.
LIFT(S), A CLEAN-OUT HOLE SHALL
SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE
6• MAXIMUM WALL HEIGHT FROM TOP OF
FOOTING OR PREVIOUS GROUT POURS
NOT BE REQUIRED. OTHERWISE,
PROVIDE CLEAN- OUT HOLE WITH
WIRb WIRE FABRIC 12" MIN.
LAID UP AT ONE TIME SHALL BE 12'-0".
MINIMUM SIZE OF 3"x3".
POURED CONCRETE 36 X BAR DIA (12" MIN)
OVERHANGING MORTAR AND DEBRIS
GROUTED CELLS 48 X BAR DIA
GROUTING DETAIL
SHALL BE REMOVED
THE CELL WALLS. SEAL PRIOR INSIDE
REINFORCEMENT IN WALLS, FOOTINGS AND BEAMS SHALL BE
GROUTING BUT AFTER INSPECTION.
GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHOULD BE
CONTINUOUS AND LAPPED AS SPECIFIED ABOVE, UNLESS
NOTED OTHERWISE. HOOK AND LAP ALL CORNER AND
STOPPED (1 1/2") BELOW THE TOP OF THE MASONRY UNIT TO PROVIDE
INTERSECTING BARS. (SEE REINF DEVELOPMENT RTL BLW). �P'
A KEY FOR SUBSEQUENT GROUTING.
CONFORM TO THE
Q�Q Co STOPPING AND RESUMING WORK: RACK BACK 1/2 -UNIT LENGTH IN EACH
O COURSE. DO NOT TOOTH. CLEAN EXPOSED SURFACES OF SET
MASONRY WET UNITS LIGHTLY (IF REQ'D) AND REMOVE LOOSE MAS
UNITS AND MORTAR PRIOR TO LAYING FRESH MASONRY.
DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS.
48 BAR DIA. DO NOT APPLY CONCENTRATED LOADS TO MASONRY WALLS FOR (7) DAYS.
OR I' -G" MIN.
MAXIMUM CONTROL JOINT SPACING FOR CONCRETE MASONRY UNITS
SHALL BE THREE (3) X WALL HEIGHT BUT NO FURTHER THAN 50FT.
REFERENCE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS.
BACKER ROD AND EA SIE 0
RESILIENT CAULKING MCJ W/ TYP WALL REINF.
,,. , -� , •. I / INTERSECTION
coRNER REINF DEVELOPMENT DETAIL
COVER FOR REINFORCING SHALL BE AS FOLLOWS:
1. a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
b. CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 THRU 118 BARS
#5 BAR, W31 OR D31 WIRE AND SMALLER
c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, WALLS, JOISTS:
#14 AND #18 BARS
#11 BAR AND SMALLER
�m1� •
� J
SEE SCHED FOR "
STIRRUP SPCG ¢ 3/8"x1" VERT (DUMMY) JOINT
EACH SIDE OF TIE BEAM
x-3/8" JOINT
ADJUST STIRRUP REINF CONT
LOCATION SLIGHTLY CONTROL JOINT IN
TO CLEAR THE CONC TIE BEAM
JOINT BY 2" (MIN)
MCJ @ TIE BEAM
JOB SITE MIXING OF GROUT SHALL NOT BE PERMITTED. TESTING SHALL CONFORM TO
ASTM C1019. SEE TEST MOLD DETAIL BELOW. SEE SCHEDULE UNDER CONCRETE NOTES
FOR COMPRESSIVE STRENGTH AND SLUMP REQUIREMENTS.
NOTE: GROUT TEST PRISM
(4) 8x8x16 CMU
BLOCKS REQUIRED
COVER UNITS USING
ABSORPTIVE PAPER
TOWELLING W/ TAPE
3"x3"x1 5/8" WOOD BLOCK FRONT BLOCK REMOVED
FOR CLARITY
DETAIL MASONRY GROUT
TEST MOLD C-1019)
MASONRY CONT
TYPICAL MECHANICAL OPENING DETAIL-
NOTE:
E TAIL:
NOTE:
GC TO CONTACT ENGINEER IF OPENING EXCEEDS SIZE AND AND SPACING SHOWN.
VCONCRETE FILLED
ADD TYP WALL " "/-LOCATION
ADD TYP WALL
PC U LINTEL W/
REINF THIS (2) #5 & 8" BRGREINF THIS
LOCATION 0 EACH END
SCHEDUL Dle.
:. •.r•:� •fir. .•'- + - - -
MATCH FTG
28 DAY
STRENGTH
DUMPSTER WALL
NEOPRENE PRE- FORMED GASKET THRU-WALL VERTICAL REINF
Ll/2"
'� N
FTG EL EE
T/ 1 PLAN
NOTES: CONTROL JOINT
- - -- -
FOOTING REINFORCING
1. THRU-WALL JOINT SHALL BE CONTINUOUS WITHOUT INTERRUPTION FROM
FOUNDATION TO TOP OF WALL L 2
2. TERMINATE TYPICAL HORIZONTAL JOINT REINFORCING AT JOINT.
3. MAXIMUM SPACING OF CONTROL JOINTS SHALL BE (3 x WALL HEIGHT) OR
J
2
UP TO 5'-4"
S-0" x CONT
8
L o
OC
50'-0", WHICHEVER IS LESS.
OC
'
3" MASONRY CONTROL J T (MCJ) MIN S-4" MAX S-4"1. MIN S -4 -
BETWEEN OPNGS BETWEEN OPNGS
"
1/2» FILL CORE SOLID W/ RESIL CAULKING TYP M E C H 0 P N G TH R U FTG
MORTAR FOR FULL HT 15# BUILDING FELT
BON BREAKER TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY
DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.
1 1/2-
3/4-
/2 :. .;-
3/4" PROVIDE GROUT FILLED PRECAST U -LINTELS WITH (1) #5 CONT AT ALL OPENINGS WHERE
I�--CONTROL JOINT CONCRETE BEAMS ARE NOT SHOWN OR NOTED. MINIMUM UNFILLED LINTEL CAPACITY =
THE CONTRACTOR MAY USE CONTROL TYPE BLOCK W/ ARCH APPROVAL 400 Ib/LF FOR SPAN INDICATED.
MASONRY CONTROL J T (MCJ) ALTERNATE• HORIZONTALLY REINFORCE WALLS WITH LADDER TYPE (ASTM A-82, #9 GAGE WIRE)
DEFORMED REINFORCEMENT EQUAL TO DURO-WALL IN BED JOINTS AT 16" OC UNO,
MEASURED VERTICALLY. PLACE PER MFR INSTRUCTIONS. LAP ALL HORIZONTAL JOINT
REINFORCING 8" MIN.
1
NOTES;
I . DETAIL HAS BEEN DE51GNED TO MEET ALL ANTICIPATED LOADING CONDITIONS
OUTLINED IN THE 2017 EDITION OF TH;E FLORIDA BUILDING CODE FOR A
140MPH, R15K CATEGORY II, EXPOSURE "C" WIND LOAD EVENT.
2. • 5EE CIVIU51TE PLAN (5Y OTHERS) FOR LOCATION OF DUMPSTER ENCLOSURE.
3. PROVIDE (2) FILLED CELL5 AT D15CONTIN0005 ENDS AND (3) FILLED CELLS AT
INTER5ECTING CORNERS (TYP.).
4. 5EE CIVIU51TE PLAN (BY OTHER5) FOR REQUIRED, WIDTH, AND LENGTH OF
DUMPSTER ENCLOSURE.
(2) #5 CONT IN KO
BLK 0 T/ WALL -
..
BRICK
INDICATED, RER ="MO�
ARCH DWGS
NOTES:
1. PLACE THRU-WALL CONTROL
JOINTS AT 50'-0" OC MAX AND
20'-0" FROM CORNERS. DO NOT
CONTINUE HORIZONTAL REINF
ACROSS CONTROL JOINTS. SEE
MASONRY CONTROL JOINT DETAIL
VERT BAR 1N GROUT FILLED
CELL W/ MATCH DWLS 0 FDN.
SEE SCH FOR SPACING
U
uj EJ 6" SLAB -ON -GRADE
uj
SLAB
rn REINF. W/ 6x6
OR W2.1 xW2.1 WWF
GRADE T/SLAB
MAX \/\.\\�� �,z
DNIKM 1
EL SEE \\ • \�'
REINF, SEE PLAN 12"
FDN SCH (2) #5 CONT.
BOT BARS
EQ JSEE EQ scn� SECTIO N
N.T.S.
SEE SCH N.r(TYPICAL DUMPSTER
ENCLOSURE WALL)
CONCRETE:
ALL CONCRETE SHALL HAVE THE FOLLOWING MIN. PROPERTIES:
LOCATION
NOTES:
28 DAY
STRENGTH
DUMPSTER WALL
REINFORCING 5CHEDULE
FOUNDATION
WALL H
FOOTING SIZE
(W X L)
CMU WIDTH
(NOMINAL)
FOOTING REINFORCING
3,000 psi
WALL
REINFORCING
UP TO 5'-4"
S-0" x CONT
8
(3) #5 CONT T&B, #4 TIES 0 16"
OC
#5 0 48"
OC
5'-5"
TO 6'-8"
S-0" x CONT
8
(3) 15 CONT T&B, 14 TIES 0 16"
OC
#5 0 48"
OC
6'-9"
TO 8'-0"
3'-8" x CONT
8
(3) #5 CONT T&B, #4 TIES 012"
OC
#5 032"
OC
8'-1"
TO 8'-8"
S-8" x CONT
8
(3) #5 CONT T&B, #4 TIES 0 12"
OC
#5 0 24"
OC
8'-9"
TO 9'-4"
4'-4" x CONT
8
(4) #5 CONT T&B, #4 TIES 012"
OC
#5 0 16"
OC
9'-5"
TO 10'-0"
4'-4" x CONT
8
(4) #5 CONT T&B, #4 TIES 0 12"
OC
#6 0 16"
OC
(2) #5 CONT IN KO
BLK 0 T/ WALL -
..
BRICK
INDICATED, RER ="MO�
ARCH DWGS
NOTES:
1. PLACE THRU-WALL CONTROL
JOINTS AT 50'-0" OC MAX AND
20'-0" FROM CORNERS. DO NOT
CONTINUE HORIZONTAL REINF
ACROSS CONTROL JOINTS. SEE
MASONRY CONTROL JOINT DETAIL
VERT BAR 1N GROUT FILLED
CELL W/ MATCH DWLS 0 FDN.
SEE SCH FOR SPACING
U
uj EJ 6" SLAB -ON -GRADE
uj
SLAB
rn REINF. W/ 6x6
OR W2.1 xW2.1 WWF
GRADE T/SLAB
MAX \/\.\\�� �,z
DNIKM 1
EL SEE \\ • \�'
REINF, SEE PLAN 12"
FDN SCH (2) #5 CONT.
BOT BARS
EQ JSEE EQ scn� SECTIO N
N.T.S.
SEE SCH N.r(TYPICAL DUMPSTER
ENCLOSURE WALL)
CONCRETE:
ALL CONCRETE SHALL HAVE THE FOLLOWING MIN. PROPERTIES:
LOCATION
NOTES:
28 DAY
STRENGTH
SLUMP
MAX
GGR.
FOUNDATION
3,000 psi
4" ± 1"
1 1 L2"
SLAB -ON -GRADE UP TO 4" THICK
3,000 psi
4m ± 1
1 1/2"
SLAB -ON -GRADE (OVER 4" THICK)
4,000 psi
I
4" ± 1
1 1/2u
GROUT FOR FILLED CELLS
2,500 si
8" ± 11"
3/8 -
8"
SLAB THICKNESS IN -
1 4
NOTES:
6
17
1 • SLUMP FOR RAMPS AND SLOPING SURFACES SHALL NOT EXCEED 4".
w
2. SEE MASONRY GENERAL NOTES FOR GROUT TESTING REQUIREMENTS.
VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 1/2" TO INSIDE FACE.
CONCRETE PROPERTIES SHALL BE VERIFIED THROUGH INDUSTRY STANDARD TESTING
VERTICAL BAR LAP = 48 x BAR DIAMETER. SEE FILLED CELL DETAIL BELOW FOR
PROCEDURES BY A CERTIFIED TESTING AGENCY. MIN. TEST REQUIRED SHALL INCLUDE
ADDITIONAL INFORMATION.
SLUMP AND CYLINDER BEAKS FOR COMPRESSIVE STRENGTH. FINDINGS SHALL BE SUBMITTED
23
TO THE ARCH./ENG. FOR REVIEW.
;SOD
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87
i
NOTES: =L
CONCRETE WORK SHALL CONFORM TO ACI 301 (LATEST EDITION) SPECIFICATIONS FOR
1 • SEE FOUNDATION PLANS FOR ALLSTRUCTURAL
CONCRETE FOR BUILDINGS.
VERT REINF. REQ. TYP VERTICAL STOP VERTS 2" FROM
co?�py�
REINFORCING SIZE & SPACING ' TOP OF WALL &
CONCRETE MIX DESIGN SUBMITTALS SHALL MEET THE FOLLOWING CRITERIA:
SHALL BE ABOVE AND BELOW ALL PROVIDE STANDARD ACI
WALL OPENINGS. HOOK (TYP)
1. EACH MIX DESIGN SHALL BE LABELED TO INDICATE THE AREA IN WHICH THE CONCRETE IS
VERT BAR CENTERED IN
TO BE PLACED. FAILURE TO DO SO WILL RESULT IN THE REJEC11ON OF SUBMITTALS.
2. EXTEND ALL VERTICAL WALL •`•:� FILLED CELL
2. PROPOSED MIX DESIGN SHALL BE ACCORDANCE WITH ACI 301 METHOD 1 OR METHOD 2 .
REINFORCEMENT TO WITHIN 2" DOWELS SAME AS VERT
SUPPORTING DATA SHALL BE PROVIDED IN TABULAR FORM FOR EACH SEPARATE PROPOSED
OF TOP OF WALL OR BEAM
BARS
MIX.
UNLESS NOTED OTHERWISE.
TERMINATE REINFORCING WITH
HORIZ JOINT REINF
ENTRAPPED AIR CONTENT SHALL NOT EXCEED 37.
STANDARD ACI 90 DEGREE
z3.
v 16" OC VERT SPACING
E
HOOK IF ROOF JOISTS AND/OR w
a ;.
4. ADMIXTURES USED TO ENTRAIN AIR ARE NOT ACCEPTABLE.
TRUSSES BEAR ON TOP OF cn
WALL AND THERE IS NOg
O„
o STANDARD HOOK
,� (ALTERNATE SIDES)
SITE ADDED WATER IS NOT ACCEPTABLE. ADDING WATER TO THE MIX WILL RESULT IN
PARAPET. IF PARAPET EXISTS,
m
REJECTION OF THE RESULTS BY THE ENGINEER OF RECORD.
HOOK IS NOT REQUIRED.
..:
`�:,,':,t ,.�;:; �. -•L.:
SLAB ON GRADE
FILLED CELL DETAIL
' '
• � ~ � •"
"" �'�'`
UNLESS SPECIFICALLY STATED OTHERWISE IN THE GEOTECHNICAL SOILS REPORT, THE
� :- •-�� �''•`
FOLLOWING MINIMUM CRITERIA SHALL BE ADHERED T0.
a.) INTERIOR FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR
VERTICAL REINFORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED
MAXIMUM DRY DENSITY TEST (ASTM D1557).
AGAINST DISPLACEMENT AT INTERVALS NOT EXCEEDING 192 x BAR DIAMETER OR 10 FT
WHICHEVER IS LESS WHENEVER A CLEANOUT IS REQUIRED. SEE GROUTING DETAIL NOTE
b.) COMPAC11ON OF THE SOIL IN THE FIELD SHALL BE MONITORED/CONTROLLED BY A
FOR CLEANOUT REQUIREMENTS.
REPRESENTATIVE OF A QUALIFIED LABORATORY.
c.) EACH LAYER OF FILL SHALL NOT EXCEED 12" THICK AND SHALL BE COMPACTED PRIOR TO
REINFORCE MASONRY OPENINGS GREATER THAN V-0" WIDE, WITH HORIZ JT REINF PLACED
PLACEMENT OF THE NEXT LAYER.
IN (2) HORIZ JOINT'S APPROXIMATELY 8" APART, IMMEDIATELY ABOVE THE LINTEL AND
MAXIMUM SPACING OF CONTROL JOINTS SHALL BE AS SHOWN IN THE TABLE BELOW.
IMMEDIATELY BELOW THE SILL EXTEND REINFORCING A MINIMUM OF 2'-0" BEYOND
PATTERNS SHALL BE APPROXIMATELY SQUARE W/ RATIO OF LONG SIDE TO SHORT SIDE
JAMBS OF THE OPENING EXCEPT AT CONTROL JOINTS. SEE PLAN FOR ADDITIONAL
NOT TO EXCEED 1.5 TO 1.0.
REQUIREMENTS.
SLAB THICKNESS IN -
1 4
1 5 1
6
17
18 19
w
10
SPACING (FT)
121131151181201
w
U
Fl}
23
2
MIX DESIGNS CONTAINING AGGREGATE LESS THAN 3/4" ARE NOT ACCEPTABLE
CUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE WITHIN THE SAME DAY
AS THE CONC. WAS PLACED)
CARE SHALL BE TAKEN BY THE GENERAL CONTRACTOR WHEN DETERMINING THE LOCATION
OF SJ'S AND CJ'S TO ENSURE SLAB JOINTS DOES NOT READ THROUGH THE
ARCHITECTURAL FINISHES.
WAREHOUSE SLABS SHALL BE POWER -TROWELLED TO A HARD, SMOOTH BURNISHED
FINISH. THE FINAL TROWEL PASS SHALL BE DONE BY MACHINE - NOT BY HAND. WITHIN
30 MINUTES OF THE FINAL TROWEL PASS, THE FLOOR SHALL BE CURED WITH EUCLID'S
SUPER REZ-SEAL OR APPROVED* EQUAL
SLAB THICKNESS SHALL BE INCREASED 'AS REQUIRED TO PROVIDE ADEQUATE SUPPORT
FOR CRANE LOADS WITHOUT CRACKING SLAB.
MARKUP5
k DACE BY 155Uf"
I 05.07-18 J5V PER MARKUP5.,
2 05-24-18 J5V PER MARKUP5.
REVISIONS
DUMPSTER ENCL05URE
RINEHART 55
A550CIATE5 LLC
145 1 RINEHART ROAD,
SANFORD, FL 32771
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No. 55
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DRAWN BY I DATE
EDJ 02-09-18
CHECKED BY DATE
RMB 05-10-18
N.T.S.
JOB NUMBER
2035
FILE NAME
2035-6TR. DWG
SHEET
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No. 55
.fl' AT OF
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ss�O N'A L'
DRAWN BY I DATE
EDJ 02-09-18
CHECKED BY DATE
RMB 05-10-18
N.T.S.
JOB NUMBER
2035
FILE NAME
2035-6TR. DWG
SHEET
D-
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DUMPSTER ENCLOSURE
RINEHART SS ASSOCIATES LLC
1451 RWEt1ART ROAD; 5ANfORD, FL 32771
mi
rri u w I I u I u I
6 6
V 9 19 19
S]
I;
I:
a. . . . . . . . .
CONFORM TO THE
THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT ALL DIMENSIONS ARE
28 DAY
STRENGTH
COORDINATED BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO
MASONRY CONSTRUCTION, MATERIALS, AND INSPECTION SHALL C
COMMENCING WITH THE FABRICATION OF MATERIALS OR THE START OF CONSTRUCTION.
MINIMUM REQUIREMENTS OF THE LATEST ADOPTED EDITIONS ACI 530 & 530.1, ASCE
FOOTING SIZE
(W X L)
5 & 6, TMS 402 & 602, ASTM C476 & C1019, AND NCMA TEK 107, UNLESS
THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT THE
SPECIFIED IN THESE CONTRACT DOCUMENTS.
STRUCTURE, THE WORK PERSONS, AND OTHER PEOPLE DURING CONSTRUCTION. HE SHALL
REINF
SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION.
CONCRETE BLOCKS SHALL CONFORM TO THE MINIMUM REQ. OF ASTM C-90 WITH
NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN STRENGTH.
f m=1,500psi (1,900psi ON THE NET AREA)
THE GENERAL CONTRACTOR SHALL COORDINATE ALL DESIGN PROFESSIONALS DRAWINGS
MORTAR SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF ASTM C270 FOR TYPE
AND SPECIFICATIONS, FOR ITEMS WHICH MAY ADVERSELY AFFECT THE STRUCTURE AND
M OR S W/ (COMPRESSIVE STRENGTH=2500psi AND 1800psi RESPECTIVELY. SITE
NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES AND/OR OMISSIONS.
TESTED MORTAR CUBES SHALL ACHIEVE A MINIMUM OF 80% OF THE DESIGN
(3) #5 CONT T&B, #4 TIES 0 16'
COMPRESSIVE STRENGTH)
SUBMITTAL SETS SHALL CONSIST OF A MAXIMUM OF 1 SEPIA AND 2 BLUE LINES,
OC
ADDITIONAL BLUE LINES WILL BE DISCARDED.
BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING.
SUBMITTALS TO ENGINEER OF RECORD FOR REVIEW MUST CONTAIN THE GENERAL
8
CONTRACTOR'S STAMP SIGNIFYING HIS REVIEW/ACCEPTANCE. SUBMITTALS SENT WITHOUT
ALL CROSS WEBS SHALL BE FULLY BEDDED IN MORTAR AROUND CELLS TO BE GROUTED.
THE GS'S REVIEW STAMP WILL BE RETURNED AT HIS EXPENSE AND WITHOUT REVIEW.
OC
i
GROUT FOR FILLED CELLS SHALL BE PLACED AS INDICATED BELOW:
ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TO BE TYPICAL OR SIMILAR UNLESS
NOTES: SEE PLANS AND PLAN NOTES FOR
ANOTHER SECTION OR DETAIL IS REFERENCED ON THE PLANS.
1. DO NOT GROUT UN71L MORTAR HAS SET LOCATION OF GROUTED CELLS
J
SUFFICIENTLY TO WITHSTAND THE
STOP GROUT MIN 1 1/2' BELOW
TO 9'-4"
PRESSURE OF THE GROUT. WAIT NOT
TOP OF UNIT IF GROUTING IS
FOUNDATIONS
LESS THAN 24 HOURS.
STOPPED FOR MORE THAN ONE
OC
9'-5"
HOUR.
CONFORMANCE WITH THE REQUIREMENTS OUTLINED IN THE GEOTECHNICAL SOILS REPORT
2. WAIT A MINIMUM OF 1 HOUR BEFORE
()
MAX HEIGHT OF LIFT = 5'-0".
SHALL BE DETERMINED BY PERFORMING INDUSTRY STANDARD SOIL DENSITY TESTS BY A
CERTIFIED TESTING AGENCY.
PLACING NEW GROUT ON A PREVIOUS ' '
WAIT 3 TO 5 MINUTES AND
SLAB ON GRADE
FILLED CELL DETAIL
CONSOLIDATE WITH FLEXIBLE
CONDITIONS DISCOVERED BY THE GENERAL CONTRACTOR AND/OR GEOTECHNICAL FIELD
MAX S-4"
CABLE VIBRATOR.
REPRESENTATIVE DURING EXCAVATION WHICH MAY PREVENT THE ATTAINMENT OF THE
3 THE MINIMUM CONTINUOUS
RECONSOLIDATE AFTER AN
ALLOWABLE BEARING PRESSURE STATED IN THE GEOTECHNICAL SOILS REPORT, SHALL BE
UNOBSTRUCTED CLEAR AREA IN CELL TO : '
ADDITIONAL 30 MINUTES BEFORE
REPORTED TO THE ARCHITECT/ENGINEER.
RECEIVE GROUT MUST BE NOT LESS
PLASTICITY IS LOST.
:...,J
3*0%
THAN 3x3. SEE CONCRETE GENERAL NOTES
FOUNDA11ON DESIGN VALUES - 2,000PSF (ASSUMED)
4. MORTAR FINS MUST BE REMOVED AS
FOR GROUT PROPERTIES
c.) EACH LAYER OF FILL SHALL NOT EXCEED 12" THICK AND SHALL BE COMPACTED PRIOR TO
BLOCK PLACEMENT PROCEEDS.
THE CONTRACTOR MAY USE CONTROL TYPE BLOCK W/ ARCH APPROVAL
400 Ib/LF FOR SPAN INDICATED.
IF WALL IS LAID UP NO GREATER
REINFORCING:
5. MORTAR DROPPINGS MUST BE KEPT OUT
DEFORMED REINFORCEMENT EQUAL TO DURO-WALL IN BED JOINTS AT 16 OC UNO,
THAN 5'-0" IN HEIGHT ABOVE THE
ALL REINFORCING SHALL BE DOMESTICALLY PRODUCED WITH REBAR CONFORMING TO
OF CELLS WHICH ARE TO BE GROUTED.
REINFORCING 8" MIN.
FOOTING OR PREVIOUS GROUT
ASTM -615 FOR GRADE 60 STEEL, AND WELDED WIRE FABRIC (WWF) TO ASTM A-185.
LIFT(S), A CLEAN-OUT HOLE SHALL
SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE
6• MAXIMUM WALL HEIGHT FROM TOP OF
FOOTING OR PREVIOUS GROUT POURS
NOT BE REQUIRED. OTHERWISE,
PROVIDE CLEAN- OUT HOLE WITH
Wi@b WIRE FABRIC 12" MIN.
LAID UP AT ONE 71ME SHALL BE 12'-0". J
'
MINIMUM SIZE OF 3"x3".
POURED CONCRETE 36 X BAR DIA (12" MIN)
OVERHANGING MORTAR AND DEBRIS
GROUTED CELLS 48 X BAR DIA
GROUTING DETAIL
SHALL BE REMOVED
THE CELL WALLS. SEAL PRIOR INSIDE
REINFORCEMENT IN WALLS, FOOTINGS AND BEAMS SHALL BE
GROUTING BUT AFTER INSPECTION.
GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHOULD BE
CONTINUOUS AND LAPPED AS SPECIFIED ABOVE, UNLESS
NOTED OTHERWISE. HOOK AND LAP ALL CORNER AND
STOPPED (1 1/2") BELOW THE TOP OF THE MASONRY UNIT TO PROVIDE
INTERSECTING BARS. (SEE REINF DEVELOPMENT DTL BLW).
A KEY FOR SUBSEQUENT GROUTING.
PCO\ �\�
� , c�
STOPPING AND RESUMING WORK: RACK BACK 1/2 -UNIT LENGTH IN EACH
Voo� `
COURSE. DO NOT TOOTH. CLEAN EXPOSED SURFACES OF SET
MASONRY WET UNITS LIGHTLY (IF REQ'D) AND REMOVE LOOSE MAS
UNITS AND MORTAR PRIOR TO LAYING FRESH MASONRY.
DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS.
•
•
48 BAR DIA.
OR I'-6" MIN.
DO NOT APPLY CONCENTRATED LOADS TO MASONRY WALLS FOR (7) DAYS.
Q
Z
MAXIMUM CONTROL JOINT SPACING FOR CONCRETE MASONRY UNITS
<
=
SHALL BE THREE (3) X WALL HEIGHT BUT NO FURTHER THAN 50FT.
REFERENCE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS.
o
BACKER ROD AND LED CELL EA SIDE OF
I
RESILIENT CAULKING MCJ W/ TYP WALL REINF.
CORNER REINF DEVELOPMENT DETAIL
COVER FOR REINFORCING SHALL BE AS FOLLOWS:
1. a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
b. CONCRETE EXPOSED TO EARTH OR WEATHER:
16 THRU #18 BARS
#5 BAR, W31 OR D31 WIRE AND SMALLER
c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, WALLS, JOISTS:
#14 AND #18 BARS
#11 BAR AND SMALLER
3"
2"
1 1/2-
1 1/2-
3/4w /2"3/4'
I
>- J
O
zoo€"
SEE SCHED FOR =1 N z z
STIRRUP SPCG ¢ oQ � 3/8"x1" VERT (DU>B��EAM
EACH SIDE OF TIE
L. •r • .4 ` •A f
1--3/8 JOINT
ADJUST STIRRUP REINF CONT O
LOCATION SLIGHTLY CONTROL JOINT IN
TO CLEAR THE CONIC TIE BEAM
JOINT BY 2' (MIN)
MCJ @ TIE BEAM
JOB SITE MIXING OF GROUT SHALL NOT BE PERMITTED. TESTING SHALL CONFORM TO
ASTM C1019. SEE TEST MOLD DETAIL BELOW. SEE SCHEDULE UNDER CONCRETE NOTES
FOR COMPRESSIVE STRENGTH AND SLUMP REQUIREMENTS.
NOTE- GROUT TEST PRISM
(4) 8x8x16 CMU
BLOCKS REQUIRED
COVER UNITS USING
ABSORPTIVE PAPER
TOWELLING W/ TAPE
3"x3"x1 5/8" WOOD BLOCK FRONT BLOCK REMOVED
FOR CLARITY
DETAIL MASONRY GROUT
TEST MOLD (ASTM C-1019.
MASONRY QQNT
TYPICAL MECHANICAL OPENING DETAIL:
NOTE:
GC TO CONTACT ENGINEER IF OPENING EXCEEDS SIZE AND AND SPACING SHOWN.
VCONCRETE FILLED
ADD TYP WALL PC "U" LINTEL W/ /-ADD TYP WALL
REINF THIS (2) #5 & 8" BRG �/ REINF THIS
LOCATION O EACH END LOCATION
4'*
SCHED
REINF
NOTES:
I . DETAIL HAS BEEN DESIGNED TO MEET ALL ANTICIPATED LOADING CONDITIONS
OUTLINED IN THE 2017 EDITION OF THE FLORIDA BUILDING CODE FOR A
140MPH, RISK CATEGORY 11, EXPOSURE "C" WIND LOAD EVENT.
2. SEE CIVIU51TE PLAN (BY OTHERS) FOR LOCATION OF DUMPSTER ENCLOSURE.
3. PROVIDE (2) FILLED CELLS AT DISCONTINUOUS ENDS AND (3) FILLED CELLS AT
INTERSECTING CORNERS (TYP.).
4. SEE CIVIL/SITE PLAN (BY OTHERS) FOR REQUIRED, WIDTH, AND LENGTH OF
DUMPSTER ENCLOSURE.
28 DAY
STRENGTH
MATCH FTG
REINFORCING SCHEDULE
FOUNDATION
WALL H
FOOTING SIZE
(W X L)
CMU WIDTH
(NOMINAL)
NEOPRENE PRE- FORMED GASKET
II
#-1/2" THRU-WALL VERTICAL
WALL
REINFORCING
REINF
S-0" x CONT
'�
�vPLAN
(3) #5 CONT T&B, #4 TIES 0 16"
T/ FTG EL
EE
OC
5'-5"
NOTES: CONTROL
JOINT
8
(3) #5 CONT T&B, #4 TIES 0 16'
OC
#5 0 48'
OC
6'-9"
TO 8'-0"
1. THRU-WALL JOINT SHALL BE CONTINUOUS WITHOUT INTERRUPTION FROM
8
��
OC
CL
OC
i
TO 8'-8"
FOUNDATION TO TOP OF WALL.
8
(3) #5 CONT T&B, #4 TIES 012"
o
J
OC
2. TERMINATE TYPICAL HORIZONTAL JOINT REINFORCING AT JOINT.
TO 9'-4"
4'-4" x CONT
8
(4) #5 CONT T&B, #4 TIES 012'
\
3. MAXIMUM SPACING OF CONTROL JOINTS SHALL BE (3 x WALL HEIGHT) OR
OC
9'-5"
TO 10'-0"
4'-4" x CONT
8
50'-0", WHICHEVER IS LESS.
OC
'
OC
SLAB ON GRADE
FILLED CELL DETAIL
MASONRY CONTROL JT (MCJ)
MIN 3'-4"
MAX S-4"
MIN S-4"
.!~ ��:-•:.•:.'~
BETWEEN OPNGS BETWEEN OPNGS
FILL CORE SOLID W/ RESIL CAULKING
TYP M E C H O P N G TH R U FTG
MORTAR FOR FULL HT 15# BUILDING FELT
VERTICAL REINFORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED
BON BREAKER
TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY
b.) COMPACTION OF THE SOIL IN THE FIELD SHALL BE MONITORED/CONTROLLED BY A
:...,J
REPRESENTATIVE OF A QUALIFIED LABORATORY.
DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.
t -CONTROL JOINT
PROVIDE GROUT FILLED PRECAST U -LINTELS WITH (1) #5 CONT AT ALL OPEN(NGS WHERE
c.) EACH LAYER OF FILL SHALL NOT EXCEED 12" THICK AND SHALL BE COMPACTED PRIOR TO
CONCRETE BEAMS ARE NOT SHOWN OR NOTED. MINIMUM UNFILLED LINTEL CAPACITY =
THE CONTRACTOR MAY USE CONTROL TYPE BLOCK W/ ARCH APPROVAL
400 Ib/LF FOR SPAN INDICATED.
MASONRY CONTROL J T (MCJ) ALTERNATE
HORIZONTALLY REINFORCE WALLS WITH LADDER TYPE (ASTM A-82, #9 GAGE WIRE)
PATTERNS SHALL BE APPROXIMATELY SQUARE W/ RATIO OF LONG SIDE TO SHORT SIDE
DEFORMED REINFORCEMENT EQUAL TO DURO-WALL IN BED JOINTS AT 16 OC UNO,
NOT TO EXCEED 1.5 TO 1.0.
MEASURED VERTICALLY. PLACE PER MFR INSTRUCTIONS. LAP ALL HORIZONTAL JOINT
REINFORCING 8" MIN.
NOTES:
I . DETAIL HAS BEEN DESIGNED TO MEET ALL ANTICIPATED LOADING CONDITIONS
OUTLINED IN THE 2017 EDITION OF THE FLORIDA BUILDING CODE FOR A
140MPH, RISK CATEGORY 11, EXPOSURE "C" WIND LOAD EVENT.
2. SEE CIVIU51TE PLAN (BY OTHERS) FOR LOCATION OF DUMPSTER ENCLOSURE.
3. PROVIDE (2) FILLED CELLS AT DISCONTINUOUS ENDS AND (3) FILLED CELLS AT
INTERSECTING CORNERS (TYP.).
4. SEE CIVIL/SITE PLAN (BY OTHERS) FOR REQUIRED, WIDTH, AND LENGTH OF
DUMPSTER ENCLOSURE.
0
i
(2) #5 CONT IN KO
BLK 0 T/ WALL -
BRICK WHERE
INDICATED, REF:
ARCH DWGS
NOTES:
1. PLACE THRU-WALL CONTROL
JOINTS AT 50'-0" OC MAX AND
20'-0" FROM CORNERS. DO NOT
CONTINUE HORIZONTAL REINF
ACROSS CONTROL JOINTS. SEE
CELL W/ MATCH OWLS 0 FDN.
SEE SCH FOR SPACING
EJ 6' SLAB -ON -GRADE
REINF. W/ 6x6
�- W2.1 xW2.1 WWF
SLAB
BOT BARS
EQ SEE EQ
SCS: SECTION
SEE SCH N.T.S. - � (TYPICAL DUMPSTER
• ENCLOSURE WALL)
CONCRETE.
ALL CONCRETE SHALL HAVE THE FOLLOWING MIN. PROPERTIES:
LOCATION
28 DAY
STRENGTH
DUMPSTER WALL
REINFORCING SCHEDULE
FOUNDATION
WALL H
FOOTING SIZE
(W X L)
CMU WIDTH
(NOMINAL)
FOOTING REINFORCING
3,000 psi
WALL
REINFORCING
UP TO 5'-4"
S-0" x CONT
8
(3) #5 CONT T&B, #4 TIES 0 16"
OC
#5 0 48"
OC
5'-5"
TO 6'-8"
S-0" x CONT
8
(3) #5 CONT T&B, #4 TIES 0 16'
OC
#5 0 48'
OC
6'-9"
TO 8'-0"
S-8" x CONT
8
(3) #5 CONT T&B, #4 TIES 012"
OC
15 032"
OC
8'-1"
TO 8'-8"
S-8" x CONT
8
(3) #5 CONT T&B, #4 TIES 012"
OC
#5 0 24"
OC
8'-9"
TO 9'-4"
4'-4" x CONT
8
(4) #5 CONT T&B, #4 TIES 012'
OC
#5 016"
OC
9'-5"
TO 10'-0"
4'-4" x CONT
8
(4) #5 CONT T&B, #4 TIES 0 12"
OC
#6 016-
OC
0
i
(2) #5 CONT IN KO
BLK 0 T/ WALL -
BRICK WHERE
INDICATED, REF:
ARCH DWGS
NOTES:
1. PLACE THRU-WALL CONTROL
JOINTS AT 50'-0" OC MAX AND
20'-0" FROM CORNERS. DO NOT
CONTINUE HORIZONTAL REINF
ACROSS CONTROL JOINTS. SEE
CELL W/ MATCH OWLS 0 FDN.
SEE SCH FOR SPACING
EJ 6' SLAB -ON -GRADE
REINF. W/ 6x6
�- W2.1 xW2.1 WWF
SLAB
BOT BARS
EQ SEE EQ
SCS: SECTION
SEE SCH N.T.S. - � (TYPICAL DUMPSTER
• ENCLOSURE WALL)
CONCRETE.
ALL CONCRETE SHALL HAVE THE FOLLOWING MIN. PROPERTIES:
LOCATION
28 DAY
STRENGTH
SLUMP
MAX
AGGR.
FOUNDATION
3,000 psi
4" f 1'
1 1/2
SLAB -ON -GRADE UP TO 4" THICK
3,000 psi
i'±- 1
1 1 2
SLAB -ON -GRADE (OVER 4" THICK)
4,000 psi
4" f 1
1 1/2m
GROUT FOR FILLED CELLS
2,500 psi
8" f 11"
3/8*
SLAB THICKNESS
IN -
NOTES:
1• SLUMP FOR RAMPS AND SLOPING SURFACES SHALL NOT EXCEED 4'.
5
2. SEE MASONRY GENERAL NOTES FOR GROUT TESTING REQUIREMENTS.
VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 1/2" TO INSIDE FACE.
CONCRETE PROPERTIES SHALL BE VERIFIED THROUGH INDUSTRY STANDARD TESTING
VERTICAL BAR LAP = 48 x BAR DIAMETER. SEE FILLED CELL DETAIL BELOW FOR
PROCEDURES BY A CERTIFIED TESTING AGENCY. MIN. TEST REQUIRED SHALL INCLUDE
ADDITIONAL INFORMATION.
SLUMP AND CYLINDER BEAKS FOR COMPRESSIVE STRENGTH. FINDINGS SHALL BE SUBMITTED
1121131151181201
TO THE ARCH./ENG. FOR REVIEW.
NOTES:
CONCRETE WORK SHALL CONFORM TO ACI 301 (LATEST EDITION) SPECIFICATIONS FOR
1 • SEE FOUNDATION PLANS FOR ALL ' i .:
STRUCTURAL CONCRETE FOR BUILDINGS.
VERT REINF. REQ. TYP VERTICAL STOP VERTS 2" FROM
REINFORCING SIZE & SPACING ' TOP OF WALL &
CONCRETE MIX DESIGN SUBMITTALS SHALL MEET THE FOLLOWING CRITERIA:
SHALL BE ABOVE AND BELOW ALL PROVIDE STANDARD ACI
:: HOOK (TYP)
1. EACH MIX DESIGN SHALL BE LABELED TO INDICATE THE AREA IN WHICH THE CONCRETE IS
WALL OPENINGS.
VERT BAR CENTERED IN
TO BE PLACED. FAILURE TO DO SO WILL RESULT IN THE REJEC11ON OF SUBMITTALS.
2. EXTEND ALL VERTICAL WALL •` '� FILLED CELL
2. PROPOSED MIX DESIGN SHALL BE ACCORDANCE WITH ACI 301 METHOD 1 OR METHOD 2 .
REINFORCEMENT TO WITHIN 2" DOWELS SAME AS VERT
SUPPORTING DATA SHALL BE PROVIDED IN TABULAR FORM FOR EACH SEPARATE PROPOSED
OF TOP OF WALL OR BEAM
BARS
MIX.
UNLESS NOTED OTHERWISE.
TERMINATE REINFORCING WITH
-� HORIZ JOINT REINF ®
3. ENTRAPPED AIR CONTENT SHALL NOT EXCEED 37.
STANDARD ACI 90 DEGREE
16" OC VERT SPACING
4. ADMIXTURES USED TO ENTRAIN AIR ARE NOT ACCEPTABLE.
HOOK IF ROOF JOISTS AND/OR
y
W
n
�o
TRUSSES BEAR ON TOP OF cn
o STANDARD HOOK
SITE ADDED WATER IS NOT ACCEPTABLE. ADDING WATER TO THE MIX WILL RESULT IN
WALL AND THERE IS NO
m ;� (ALTERNATE SIDES)
REJECTION OF THE RESULTS BY THE ENGINEER OF RECORD.,
PARAPET. IF PARAPET EXISTS,
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HOOK IS NOT REQUIRED.
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.
SLAB ON GRADE
FILLED CELL DETAIL
Lu.
UNLESS SPECIFICALLY STATED OTHERWISE IN THE GEOTECHNICAL SOILS REPORT, THE
.!~ ��:-•:.•:.'~
FOLLOWING MINIMUM CRITERIA SHALL BE ADHERED TO.
a.) INTERIOR FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR
VERTICAL REINFORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED
MAXIMUM DRY DENSITY TEST (ASTM D1557). t
AGAINST DISPLACEMENT AT INTERVALS NOT EXCEEDING 192 x BAR DIAMETER OR 10 FT
b.) COMPACTION OF THE SOIL IN THE FIELD SHALL BE MONITORED/CONTROLLED BY A
WHICHEVER IS LESS WHENEVER A CLEANOUT IS REQUIRED. SEE GROUTING DETAIL NOTE
REPRESENTATIVE OF A QUALIFIED LABORATORY.
FOR CLEANOUT REQUIREMENTS.
c.) EACH LAYER OF FILL SHALL NOT EXCEED 12" THICK AND SHALL BE COMPACTED PRIOR TO
REINFORCE MASONRY OPENINGS GREATER THAN 1'-0" WIDE, WITH HORIZ JT REINF PLACED
PLACEMENT OF THE NEXT LAYER.
IN (2) HORIZ JOINT'S APPROXIMATELY 8" APART, IMMEDIATELY ABOVE THE LINTEL AND
MAXIMUM SPACING OF CONTROL JOINTS SHALL BE AS SHOWN IN THE TABLE BELOW.
IMMEDIATELY BELOW THE SILL EXTEND REINFORCING A MINIMUM OF 2'-0" BEYOND
PATTERNS SHALL BE APPROXIMATELY SQUARE W/ RATIO OF LONG SIDE TO SHORT SIDE
JAMBS OF THE OPENING EXCEPT AT CONTROL JOINTS. SEE PLAN FOR ADDITIONAL
NOT TO EXCEED 1.5 TO 1.0.
REQUIREMENTS.
SLAB THICKNESS
IN -
4
5
6
7
8
9
10
SPACING (FT)
w
1121131151181201
F7(
23
2
MIX DESIGNS CONTAINING AGGREGATE LESS THAN 3/4" ARE NOT ACCEPTABLE
CUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE WITHIN THE SAME DAY
AS THE CONC. WAS PLACED)
CARE SHALL BE TAKEN BY THE GENERAL CONTRACTOR WHEN DETERMINING THE LOCATION
OF SJ'S AND CSS TO ENSURE SLAB JOINTS DOES NOT READ THROUGH THE
ARCHITECTURAL FINISHES.
WAREHOUSE SLABS SHALL BE POWER -TROWELLED TO A HARD, SMOOTH BURNISHED
FINISH. THE FINAL TROWEL PASS SHALL BE DONE BY MACHINE - NOT BY HAND. WITHIN
30 MINUTES OF THE FINAL TROWEL PASS, THE FLOOR SHALL BE CURED WITH EUCLID'S
SUPER REZ-SEAL OR APPROVED EQUAL.
SLAB THICKNESS SHALL BE INCREASED AS REQUIRED TO PROVIDE ADEQUATE SUPPORT
FOR CRANE LOADS WITHOUT CRACKING SLAB.
REVISIONS
DUMPSTER ENCLOSURE 1
RINEHART 55
ASSOCIATES LLC
145 1 RINEHART ROAD,
SANFORD, FL 32771
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No. 554
a ATE F _
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DRAWN BY DATE
EDJ 02-09-18
CHECKED BY DATE
RMB 05-10-18
SCALE
N.T.5.
JOB NUMBER
2035
FILE NAME
2035-5TK.DWG
SHEET
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No. 554
a ATE F _
N A 1. E
DRAWN BY DATE
EDJ 02-09-18
CHECKED BY DATE
RMB 05-10-18
SCALE
N.T.5.
JOB NUMBER
2035
FILE NAME
2035-5TK.DWG
SHEET
D -I
FIELD VERIFY & CONNECT NEW
1" CW SERVICE LINE TO CW
MAINS—FOR CONT. REFER TO
CIVIL UTILITY PLAN
CONNECT NEW 4
SAN.MAINS— REF
UTILITY PLAN FO
EWH-1 MC
STAND. RE
WATER HC
DETAIL ON
OFFICE PLUMBING FLOOR PLAN
SCALE:1 /4" = 1'-0"
VALVE
HB -1
II
FIELD VERIFY & CONNECT NEW
1" CW SERVICE LINE TO CW LL=1
MAINS—FOR CONT. REFER TO
CIVIL UTILITY PLAN --i 1"
1"
MARKUPS
# I DATE I BY I 155UE
I 05-07-18 1 J5V I PER MARKUPS.
0 L 105-24-18 1 J5V I PER MARKUPS.
STANCOR
"JR" AND DIRECT WIRE
ELEVATOR OIL—MINDER SYSTEMS
1. Stancor Model submersible effluent pump _HP,
volt, 3600 RPM, _" discharge connection (shown as example) e' t
2. Check valve (2") R STANDARD CONTROL BOX
a� -�
3. Stancor Oil -Minder V, 3d control system with built-in -' DIMENSIONS, SE -40, 5D SINGLE PHASE - 7.5"x 6.5"x 4" DEEP
audible and visual alarm when pump Ao THREE PHASE 5TANDARD CONTROL BOK
does not run due to oil in pit or high liquid or high amperage condition. Provide silencing button for audible go 14 x 12" x 6.5" DEEP REVISIONS
alarm built into panel. Panel shall have two contacts for a remote alarm location (one each for oil and high
water or amperage alert).
4. Junction box available as a factory option with or without a lockable pump disconnect switch 3 # DATE BY 55UE
5. All buried pump pressure discharge piping shall be protected with tapecont CT corrosion protection tape POWER IN 1 07-13-18 N5 I'ERtiLG.DtFT.COMM.
G. Purnp cable, probe table, high liquid alarm cable, and pump ''on" float cable (16 ft. lengths standard)
7. High liquid alarm float with clamp device to mount to pump discharge piping "DRY" CONTACTS IN PANEL
S. Pump On float TO BUILDING RMS
9. Oil sensing probe FOR HIGH WATER, AMPS
AND SEPARATE OIL FAULT SIGNALS
Items 1, 3, 6, 7, 8 and 9 provided by Stancor as a Standard Package
STANCOR ELEVATOR
PIT SYSTEMS
(PRODUCT#SE-SE100
INSTALL WATER TEMPERATURE LIMITING
DEVICE(S)WHERE REQUIRED PER SECTION
607 OF FBCP TO LIMIT TEMPERED WATER
TO 1107 MAX. /
/
INSTALL VALVES WHERE REQUIRED PER
SECTION 606 OF FBCP /
OPTIONAL NE.h9A 4X 4 CONDUIT, PER NEC
STANCOR J -BOX REQUIREMENTS
WITH OPTIONAL LOCKPBLE SE -4D, 50, 1 D0, AHS -1 DOHH, 5E-200, AHS -250 HH,
nuntn DISCONNECT (ALL MODELS} MIN. PIT SIZE 24" X 24" X 24" WITH STD FLOAT & PROBE ARRANGEMENT
y MIN. PIT SIZE 12" X 12" X 18 D" (SE -40, 50) USING
OPTIONAL OM -300 VERTICAL FLOAT & PROBE ARRANGEMENT
NIN. PIT SIZE FOR PHYSICAL FIT, FINAL SIZE TBD BY PUMP FLOW RATE
(ALL MODELS)
AND MAXIMUM 10 STARTS PER HOUR
VALVE
COVER
r— FLOOR
EWH-1 MOUNT HIGH ON
STAND. REFER TO TYPICAL
WATER HOT WATER STAND
DETAIL ON P-0
VENT TERMINATION THRU SIDE WALL SHALL
BE IN ACCORDANCE TO SECTION 903.6 OF
FBCP.PROVIDE ACCEPTABLE MESH SCREEN
TO PREVENT BIRDS AND RODENTS INTRUSION
i
r1_1 \ \3"VTW
2"V 1 /� 1 INSTALL CLEANOUTS PER SECTION
2"V \ \ 708 OF FBCP
I I �
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L 1 12 V I \ 3n PVC WASTE LINE FROM
RUN UNDERGROUND. REF
2"V P-2 FOR CONTINUATION
� 1
2"V
WC -1 1 2"V
3" >
2"V
ECO /
2—WAY / 4"
5k__� 41
3" 00 4"
4" I MS -1
4" SAN.LINE. REFER I T /
TO CIVIL UTILITY �/ v
PLAN FOR CONT. 4" /
WC -1
OFFICE DOMESTIC WATER RISER DIAGRAM
SCALE: N.T.S.
AAV
I
I WC -1
OFFICE SANITARY RISER DIAGRAM
SCALE: N.T.S.
f��n�l2a.r-f 72k
AAV PERMIT #, 'P'
I2V
AAV
I
12V
I
4n
WC TYP,
WC -1 3n 2"
PLUMBING
FLOOR PLAN
RINEHART 55
ASSOCIATES LLC
145 1 RINEHART ROAD,
5ANFORD, FL 32771
LEI
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Puma INFUR.P"On pISCHARGE PIPE
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Wm3O?po'
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LRA:6O
EWH-1 MOUNT HIGH ON
STAND. REFER TO TYPICAL
WATER HOT WATER STAND
DETAIL ON P-0
VENT TERMINATION THRU SIDE WALL SHALL
BE IN ACCORDANCE TO SECTION 903.6 OF
FBCP.PROVIDE ACCEPTABLE MESH SCREEN
TO PREVENT BIRDS AND RODENTS INTRUSION
i
r1_1 \ \3"VTW
2"V 1 /� 1 INSTALL CLEANOUTS PER SECTION
2"V \ \ 708 OF FBCP
I I �
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4" I MS -1
4" SAN.LINE. REFER I T /
TO CIVIL UTILITY �/ v
PLAN FOR CONT. 4" /
WC -1
OFFICE DOMESTIC WATER RISER DIAGRAM
SCALE: N.T.S.
AAV
I
I WC -1
OFFICE SANITARY RISER DIAGRAM
SCALE: N.T.S.
f��n�l2a.r-f 72k
AAV PERMIT #, 'P'
I2V
AAV
I
12V
I
4n
WC TYP,
WC -1 3n 2"
PLUMBING
FLOOR PLAN
RINEHART 55
ASSOCIATES LLC
145 1 RINEHART ROAD,
5ANFORD, FL 32771
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No. 55428
ST
/O N A G EOG\
'�'/1111111111`` ��
DRAWN DY DATE
EDJ 02-09-18
CHECKED DY DATE
RMB 05-10-18
SCALE
JOB NUMBER
2035
FILE NAME
2035-5TR. DWG
SHEET
P-1
AIR HANDLING UNIT DRAIN PAN —�
DRAIN LINE SHALL BE SAME
SIZE AS NIPPLE ON EQUIPMENT
REMOVABLE CLEANOUT
REMOVABLE CLEANOUT \
WITH 1/8" HOLE IN CAP
PITCHED DOWN
TOWARD DRAIN -
1 /4"/FT. MIN._
1" MIN.
EASILY REMOVABLE
CONNECTION
4" MIN. DEPTH OF SEAL
CONDENSATE DRAIN TRAP DETAIL
NOT TO SCALE
60" MAX.
DUCT
HANGER
STRAP
1"
NOTE:
SIZE AND RATING OF HANGERS AND SUPPORTS
SHALL BE PER LATEST "SMACNA" STANDARDS.
TYPICAL DUCT HANGER DETAIL
SCALE: N.T.S
NOTE:
SEE ROOF FRAMING PLANS FOR
SUPPORTING BEAM AND COLUMN SIZE
AND GAGE. BOTH SUPPORTING BEAMS
AND SUPPORTING COLUMNS SHALL BE
MIN. 14ga.
RTU TO STAND OPTION #2:
FASTEN RTU TO STAND (1) SIMPSON
LTT19 TENSION TIE (OR EQUAL) W/ (6;
#14 TEK SCREWS TO UNIT AND (1) J"O
BOLT TO STAND EACH CORNER (TOTAL
OF 4 TENSION TIES)
ROOF RACK — BY
(4) J"0 BOLTS
EACH LEG—TYP.
MAXIMUM SPACING SHALL BE PER SMACNA DUCT CONSTRUCTION STANDARDS
#12 SHEET
METAL SCREW
2" MIN 22GA.
DUCT STRAP
#12 SHEET
METAL SCREW
(TYP.)
2" WIDE METAL
METAL BRACKET STRAP AROUND
THE AIR DUCT
SUPPLY AIR DUCT
SUPPLY AIR
REGISTER
SPIRAL DUCT WITH SIDE DISCHARGE DIFFUSER
NTS
ROUND DUCT SPECIFICATION
EXPOSED ROUND DUCTWORK SHALL BE 24 GAUGE, SINGLE WALL GALVANIZED STEEL, SPIRAL LOCKSEAM. FITTINGS
SHALL BE SINGLE WALL GALVANIZED STEEL, STANDING SEAM OR SOLID WELDED CONSTRUCTION. ELBOWS SHALL BE
STANDING SEAM, GORED ELBOWS. GRILLE COLLARS SHALL BE ATTACHED TO THE DUCTWORK WITH POP RIVETS WITH
A FINISHING FILLET OF ELASTOMER SEAL AT THE JUNCTION OF THE COLLAR TO THE DUCT. DUCT—TO—DUCT JOINTS
SHALL BE MADE WITH THE SPIRAL SEAM ROTATED SO THAT THE STANDING SEAM FORMS A CONTINUOUS HELICAL
PATTERN ACROSS THE JOINT. ALL DUCTWORK AND FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH 2005
EDITION OF SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS AS REFERENCED IN CHAPTER 15 OF FBCM. ALL
EXPOSED ROUND DUCTWORK AND FITTINGS SHALL BE CLEANED OF ALL OILS AND COATINGS PRIOR TO
INSTALLATION AND PROVIDED WITH A MILL PHOSPHITIZED FINISH ("PAINT GRIP% "ZINC GRIP", OR SIMILAR ETCH
TREATMENT) TO ALLOW THE DUCTWORK TO BE PAINTED.
SECTION A—A_
OTE:
IBOTH OPTION #1 & OPTION #2 I
ARE SHOWN, HOWEVER FOR
INSTALLATION PURPOSES EITHER
IOPTION #1 OR OPTION #2 MAY I
BE USED, AS BOTH ARE NOT
1 NECESSARY.
NEW RTU UNIT
- (5001b MAX.)
SEE SPECS
__w_
o� to
UNISTRUT
ROOF RACK BASE PLATE-TYP.
NOTEt
THIS DETAIL HAS BEEN DESIGNED TO
RESIST A 150M.PH, WIND EVENT.
RTU TO STAND OPTION #1:
FASTEN RTU TO STAND W/ (1) J"O BOLT
EACH CORNER (TOTAL OF 4 BOLTS PER UNIT).
MIN.STAND HEIGHT PER
FBC TABLE:1510.10
A A
(4) UNISTRUT P1000 — OR EQUAL —
(TWO EACH END OF UNIT) FASTENED TO
EXISTING RIBBED ROOF DECK EACH
WIND CLAMP W/ (1) "O BOLT (TYP.
W/ S-5 WIND CLAMPS—TYP. EACH RIB LOCATION)
CON D EN SER UNIT ON STANDING SEAM ROOF DECK
AIRFLOW
TWORK
'RED ELBOW WITH
BLE WALL TURNING
VANES & FRAME
MITERED ELBOW FITTING
9RANCH DUCTWORK
AIRFLOW
AIRFLOW
)OUBLE WALL TURNING
✓ANES & FRAME
SPLITTER DAMPER W/
ADJUSTMENT ROD
MITERED TEE FITTING
OSA DUCT
TO AHU
AUX.DRAIN PAN WITH OVER
FLOW CUT OF SWITCH TIED
INTO COOLING MODE PER 2017
FBCM 307.2.3 - ,
VOLUME DAMPER
BEARING
BRANCH DUCT
LOCKING
QUADRANT LEVER
TAP COLLAR
TRUNK DUCT
BRANCH DUCT CONNECTION FITTING
DUCTWORK FITTING DETAIL
NOT TO SCALE
AC MODEL PER
UNIT SCHEDULE
ROOF LEVEL
COND. UNIT
SUPPLY AIR
SUPPLY AIR DUCT TO SPACE
- ELECTRIC HEATER ON DISCHARGE
- PROVIDE FULL SIZE SHEET METAL WITH
OSA OPENING ON ONE SIDE & FASTEN
OSA DUCT TO OPENING ON SHEET METAL
AIR HANDLING UNIT
REFRIGERANT AND VAPOR LINES FROM
ABOVE ROUTED TO CONDENSER UNIT.
REF. DWG. M200
C CONDENSATE DRAIN WITH TRAP
NEOPRENE ISOLATION PAD
C
2"X2"X1 /4" ANGLE WELDED SUPPORT
FRAME UNDER UNIT
r— FLOOR SLAB
ON 3 SIDES
REFRIG.PIPING THRU
ROOF JACK. SEAL ALL
AROUND WATER TIGHT
ELEVATION OF FLOOR MOUNTED AHU SYSTEM
SCALE: N.T.S
MAXIMUM SAG 1/2" PER FOOT
OF SUPPORT SPACING
FLEX DUCT
i
of
5'-0" MAXIMUM
FLEX DUCT SUPPORT DETAIL
NOT TO SCALE
METAL STRAP
2" MINIMUM
NOTES:
1). DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL
INCHES FROM A CONNECTION BEFORE BENDING.
2). SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR
CAUSE OUT—OF—ROUND SHAPE.
MARKU P5
# DATE 8Y ISSUE
I 05 07 18 JSV PER MARKUPS,
2 05-74- 18 1 J5V PER MARKUPS.
REVISIONS
# I DATE I BY I 155UE
I 07-13-18 1 N5 IPEP 81.G.DEPT.COMM.
HVAC DETAILS
RINEHART 55
ASSOCIATES LLC
145 1 RINEHART ROAD,
5ANPORD, FL 32771
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JOU NUMDFR
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FILE NAME
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SHEET
AIR HANDLING UNIT DRAIN PAN —�
DRAIN LINE SHALL BE SAME
SIZE AS NIPPLE ON EQUIPMENT
REMOVABLE CLEANOUT
REMOVABLE CLEANOUT \
WITH 1/8" HOLE IN CAP
PITCHED DOWN
TOWARD DRAIN —
1 /4"/FT. MIN.
1" MIN.
\ EASILY REMOVABLE
CONNECTION
4" MIN. DEPTH OF SEAL
CONDENSATE DRAIN TRAP DETAIL
NOT TO SCALE
60" MAX.
DUCT
HANGER
STRAP
10
1"
NOTE:
SIZE AND RATING OF HANGERS AND SUPPORTS
SHALL BE PER LATEST "SMACNA" STANDARDS.
TYPICAL DUCT HANGER DETAIL
SCALE: N.T.S
NOTE:
SEE ROOF FRAMING PLANS FOR
SUPPORTING BEAM AND COLUMN SIZE
AND GAGE. BOTH SUPPORTING BEAMS
AND SUPPORTING COLUMNS SHALL BE
MIN. 14go.
RTU TO STAND OPTION #2:
2" MIN 22GA:
DUCT STRAP
METAL BRACKET
SUPPLY AIR
REGISTER
#12 SHEET
METAL SCREW
#12 SHEET
METAL SCREW
(TYP. )
2" WIDE METAL
STRAP AROUND
THE AIR DUCT
SUPPLY AIR DUCT
SPIRAL DUCT WITH SIDE DISCHARGE DIFFUSER
NTS
ROUND DUCT SPECIFICATION
EXPOSED ROUND DUCTWORK SHALL BE 24 GAUGE, SINGLE WALL GALVANIZED STEEL, SPIRAL LOCKSEAM, FITTINGS
SHALL BE SINGLE WALL GALVANIZED STEEL, STANDING SEAM OR SOLID WELDED CONSTRUCTION. ELBOWS SHALL BE
STANDING SEAM, GORED ELBOWS. GRILLE COLLARS SHALL BE ATTACHED TO THE DUCTWORK WITH POP RIVETS WITH
A FINISHING FILLET OF ELASTOMER SEAL AT THE JUNCTION OF THE COLLAR TO THE DUCT. DUCT—TO—DUCT JOINTS
SHALL BE MADE WITH THE SPIRAL SEAM ROTATED SO THAT THE STANDING SEAM FORMS A CONTINUOUS HELICAL
PATTERN ACROSS THE JOINT. ALL DUCTWORK AND FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH 2005
EDITION OF SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS AS REFERENCED IN CHAPTER 15 OF FBCM. ALL
EXPOSED ROUND DUCTWORK AND FITTINGS SHALL BE CLEANED OF ALL OILS AND COATINGS PRIOR TO
INSTALLATION AND PROVIDED WITH A MILL PHOSPHITIZED FINISH ("PAINT GRIP", "ZINC GRIP", OR SIMILAR ETCH
TREATMENT) TO ALLOW THE DUCTWORK TO BE PAINTED.
:O:li 1:0:
UNISTRUT
(4) J"0 BOLTS `— ROOF RACK BASE PLATE—TYP.
EACH LEG—TYP.
SECTION A—A_
F NOTE:
IBOTH OP11ON #1 & OPTION #2 I
ARE SHOWN, HOWEVER FOR
INSTALLATION PURPOSES EITHER
IOPTION #1 OR OPTION #2 MAY I
BE USED, AS BOTH ARE NOT
NECESSARY.
FASTEN RTU TO STAND (1) SIMPSON fi_ NEW RTU UNIT
!
LTT19 TENSION TIE (OR EQUAL) W/ (6) I_ (5001b MAX.)
#14 TEK SCREWS TO UNIT AND (1) J"0 SEE SPECS
BOLT TO STAND EACH CORNER (TOTAL
OF 4 TENSION TIES)
001 to
ROOF RACK — BY OTHERS
N❑TEi
THIS DETAIL HAS BEEN DESIGNED TO
RESIST A 150M,PH. WIND EVENT,
RTU TO STAND OPTION #1:
FASTEN RTU TO STAND W/ (1) J"O BOLT
EACH CORNER (TOTAL OF 4 BOLTS PER UNIT).
MIN.STAND HEIGHT PER
FBC TABLE:1510.10
A A
(4) UNISTRUT P1000 — OR EQUAL —
(TWO EACH END OF UNIT) FASTENED TO
EXISTING RIBBED ROOF DECK WIND CLAMP W/ (1) "m BOLT (TYP.
EACH
W/ S-5 WIND CLAMPS—TYP. EACH RIB LOCATION)
--------------------------------------------
CONDENSER UNIT ON STANDING SEAM ROOF DECK
AIRFLOW
TWORK
-RED ELBOW WITH
BLE WALL TURNING
VANES & FRAME
MITERED ELBOW FITTING
9RANCH DUCTWORK
AIRFLOW
)OUBLE WALL TURNING
✓ANES & FRAME
SPLITTER DAMPER W/
ADJUSTMENT ROD
AIRFLOW
MITERED TEE FITTING
OSA DUCT
TO AHU
AUX.DRAIN PAN WITH OVER
FLOW CUT OF SWITCH 11ED
INTO COOLING MODE PER 2017
FBCM 307.2.3 ---�
VOLUME DAMPER
BEARING --z
BRANCH DUCT
LOCKING
QUADRANT LEVER
TAP COLLAR
TRUNK DUCT
BRANCH DUCT CONNECTION FITTING
DUCTWORK FITTING DETAIL
NOT TO SCALE
AC MODEL PER
UNIT SCHEDULE
ROOF LEVEL
COND. UNIT
SUPPLY AIR
SUPPLY AIR DUCT TO SPACE
— ELECTRIC HEATER ON DISCHARGE
— PROVIDE FULL SIZE SHEET METAL WITH
OSA OPENING ON ONE SIDE & FASTEN
OSA DUCT TO OPENING ON SHEET METAL
AIR HANDLING UNIT
— REFRIGERANT AND VAPOR LINES FROM
ABOVE ROUTED TO CONDENSER UNIT.
REF. DWG. M200
C CONDENSATE DRAIN WITH TRAP
Z/�::NEOPRENE ISOLATION PAD
C
2"X2"X1 /4" ANGLE WELDED SUPPORT
FRAME UNDER UNIT
7 FLOOR SLAB
ON 3 SIDES
ELEVATION OF FLOOR MOUNTED AHU SYSTEM
SCALE: N.T.S
MAXIMUM SAG 1/2" PER FOOT
OF SUPPORT SPACING
FLEX DUCT
'-0"
METAL STRAP
2" MINIMUM
REFRIG.PIPING THRU
ROOF JACK. SEAL ALL
AROUND WATER TIGHT
NOTES:
1). DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL
FLEX DUCT SUPPORT DETAIL. INCHES FROM A CONNECTION BEFORE BENDING.
NOT TO SCALE 2). SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR
CAUSE OUT—OF—ROUND SHAPE.
kO5MARKUPS
155UE
8 JSV PER MARKUPS.
8 J5V PER MARKUPS.
raw
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PERMIT P
PEV1510N5
# I DATE I BY 155UE
I 107-13-181 NS PER BLG.DEPT.GOMM.
HVAC DETAILS
KINEHART 55
ASSOCIATES LLC
145 1 PINEHAPT ROAD,
SANFOPD, FL 32771
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FILE NAME
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