HomeMy WebLinkAbout1181 Reinhart RdRECEIVED
APRCITYOFSANFORDPERMITAPPLICATION 200j;
Permit # : 0& /A -7,_ Date: -5 /'7V
Job Address: IZe1IJ 14'q ZT 1W , SSAr.`yyl FL 77
Description of Work: = IlltLlT_Sfl?J 0y a LE VSrtrS 'Tb C7C=SL'TIG5 SCJSi/1
Historic District: Zoning: Value of Work: I D7-,-O 2
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: I — T
f2 i #a to Lt -.A/ 1 %-9Q S o i La C t i CY71 . 592W Phone: L{!7(4X AR
Contractor Name & Address:t-t?C Sd41 5{fSiTIY%
1%
Q.Ci
151 .SF23 Yka AQ y,' MTOreS i _ E C .IGq State License Number:
Phone & glt i—SX Contact Person: \I SrAL&AAM Phone(
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the require is of Florida Lien Law, FS 713.
3 2 Z aid
Signature of Owner/Agent Date
zur,
fContractor/Agent
DateT - Co r 4 _TJ wr 7/L
Print Owner/Aeent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _
Produced ID
Personally Known to Me or
cc i-zlGb
Sig lure of Lary -State of Florida Date
BContractor/Agent is )C Personally Known to itP"
Produced ID
APPLICATION APPROVED BY: Bldg: W16Zoning:
Initial & Date) (Initial & Date)
Special Conditions:
Utilities:
initial & Dale)
FD: '-
Jacqueline S court
My Commission DD152558
Expires October 25, 20061
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THIS INSTRUMENT PREPARED BY: Building & Fire: Inspection C-'
Name-, 1:>+ L 1101 East: First Street
Address rri x*
Sanford; Florida 32771 M 5L.
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7
L4'1'je-- 0 'SEMINOLE COUNTY rn
State f Florida V . LOPIDA'SNATURAL CHOICE County of Serninole,
NOTICE: OF COMMENCEMENT
Parcel ID Number (PID): h"I
Theunc ersignpd: hereby gives notice: that improvement will be made to -certain real property, and in accordance with t c5 Chapter
713; Florida Statutes the following information1 _Vis providedinthisNoticeofCommencement, DESCRIPTION OF
PROPERTY: (Legal description of the property and street address), 2 RLe-A
SE E A'IT^c rfc 1:2 9 15) ME OWN1
Name
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GONT
Name
Rerso
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Name ln':
a.
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DESCRIPTION
OF IMPROVEMENTCany r INFORMATION
L
address:
W-Nozole :LAV4;5 qpI,.qA0Mjrj C)G-V aP 0 0, ers I,. C,, WtCX9N- k-
060-2TE SM., H aej-nue-,,)j_7 01 Z" WTOR
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Within
the
State of Florida Designated, by Ow h Owner' uponwhomnoticeor other documents may beserved ded by. Section: 71143(1)(b), Florida Statutes. cj id,address:.
njo hinm
pIlf,Owner Designates of To rPqqjV01;
aqppy o, the, Lienor's Notice as ProvidedtP rrt 713,
Florlda:.
S,tati.#6s. n Vate.:
of Notice of Commencement it lratlon
date
is 1 jear1rorn date :.of recording unless a different date is specified F FLORIDA.
r, QF:'
SEM.1N.0.LE Signature or
Owner going instrument
was acknowledged before methis day ofIa of person making-staternent<
Wh o -i s
personally -w n to me has produce'd identification
type of identification produced. 11z'K: KtSZ: AM W18 009
14N:(
8 00)432
254: 4 Nola ignature INotary Assnl; Ind
I
E7CAIBIT itAir .
The P"ronerty
COMMENCE AT THE NORTHWEST CORNER OF SECTION 12, ToWNSHIP 20 SOUTH
RANGE. 36;EAST,. SE11 m&E COUNTY,, FLORIDA, THENCE kUN SOUTII.01"3033"
EAST ALONG -THE WEST LINE OF THE.NORTHWEST 1/4 OF SAID SECTION 12,. A
DISTANC E bF 949,34 FEET TO A'POINT'ON TEIE SOUTH LINE:.OF LOT 40, AMEINDED
PLAT OF DRUID PARK, ACCORDING TO THE PLAT TiIEREOF ;AS RECORDED' IN
PLAT BOOK 7 ;'PAGES 5 AND 6, OF THE PUBLICRECORDS OF SEMINOLE COUNTY;.
FLORIDA;.THENCE RUN NORTH'89922'49'' EAST ALONG TEW SOUTH LINE OF SAID:
LOT 40, A DISTANCE OF 504.66TEET TO A POINT 109,30 FEET SOUTH 89°22'49" WEST
OF THESOUTHEAST CORNER OF SA[D LOT' 40; TiTENCE RUN: NORTH 00°08'55"
WEST,.256.70 FEET TQ A POINT "ON TI1E SOUTH RIGIiT OF WAY LINE OF AIRPORT
T3OULEVARD 'THENCE RUNNORTII 89'22'42" EAST,.ALONG SAILi.SOUTFT RIGHTOF . WAY
1..INE 511.00 FEET; THENCE RUN: SOUTH: 0.0008'55" 'BAST 6A8. FEET; THENCE: RUN
SOUTH 75°45'00" EAST 2A19 FI;RT: TO A POINT ON'THE WEST RIGHT OF WAY' LINE
OF AMERICANA'i30ULEVARD; THENCE RUN SOUTH 00°22'S5" EAST, ALOI?ICI; SAID
3VEST RIGkIT OF WAY LINE, 32,47. FEET T.wal POINT' OF' CURVATURE OF A CURVE
CONCAVE EASTERLY :AND HAVING A RADIUS OF 39Q,00 FEET ; THENCE RUN'
SOUTHEASTERLY .ALONG THE ARC OF SAID CURVE AND ALONG SAII7 WESTERLY
RIGHT OF WAY LINE I6266, FEE•i"THROUGH A CENTRAL ANGLE OF. 23°
52!5.8" TO THE 'POINT OF BEGINNING, SAID) POINT BEING TH1; MOST I
NORTHWESTERLY COIRNER OF VACATED AMERICANA BLVD AREA 3, AS DESCRIBED
IN CITY OF'SANFORD, FLORIDA, ORDINANCE NO. 3880, `IULY 15, 2004, RECORDED
IN O.R. HOOK 5385, PAGE5 ,014 THROUGH 920, PUBLIC RECORDS OF SEMINOLE
COUNTY,, FLORID), ALSO BEING THE NORTIiEAS'T'CORNER OF SAID I
PARCEL ,RUN THENCE N7G°02' I 1 "E,ALONG THE. NORTHERLY LINE OR SAID AREA 3
A DISTANCE OF 81.66 FEET TO 'THR MOST NORTI3EASTERLY CORNER OF SAID AREA
3 THENM DEPARTING. TFIE BOUNDARY OI SAID AREA 3 CONTINUE N76°
02'11" E A DISTANCE OF •8.43. FEEET; THENCE S84°55'14" L+; A TISTANCE 01 347.41 ROAD
417 THE'T,640WINGCOURSES. AND DI.S.TAt'GES; :538°51`18!'E 223.31 FEET; S31°
48!.46"E A DISTANCE OF 56.53 FEET; S53°33%!0 E"A DISTANCE OT 48449 FEET; S2053'
44% 236,65 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL: 5 ANI). TO AN
INTERSECTION WITH THE SOUTH LINE OF'.THE NORTH 168152 FEET Or- 'THE NORTHWEST
I/.4 OF SAID SECTION 12, THENCE DEPARTING SAID WESTERLY RIGHT=
OF-WAY RUN $89°22'42"W ALONG THE SOUTH LINE OF SAID NORTH 52
1683 , FEET A;DISTANCE OF n 42 F8 T TO THE.NOIZTHEAST CORNER OF':SAID PARCE7L
3 AND TO AN:INTERSECTION WITH THE EAST LINE OF THE WEST 15'19:60 FEET
OF THE NORTI-MEST 1(.4 OF SAID SECTION 12•, RUN THENCE S00°0443"W ALONG
THE EAST LINE OF SAID WEST 1579.60 FEET A `DISTANCE OF 101,53 FEET TO
THE P.C.-OF" OFA CURVE CONCAVE NORTHWEST AND .HAWING A RADIUS OF orinstXDk:\
SNITHB\6S50-0vgl\4/29%09\11936:gTO50D ,.. B:
o,ok,59276PagO197.9 CFN#2005i69213
1290.97 FEET;RUN'THENCE SOUTHWESTERLY ALONG 'TBE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 14019'18" A DISTANCE OF 322.69 FEET TO THE
P;T. OE SAID CURVE;' THENCE'114020.1"W".A DISTANCE; DF"471.80 FEET TO THE
SOUTHEAST 'CORNER OF SAID PARCEL 3; THENCE' N75'35'ST A.. DISTANCB OF
455.06 FEET TO THE SOUTHWESTCORNER `:OF SAID PARCEL 3 AND: TO AN INTERSECTION
WITH THE EAST LINE OF ;SAID AMERICANA BOULEVARD:AS D8SCRIHED "
TN O.R. BOOK 1,1:70, PAGES 619 THROUGH 646, PUBLIC RECORDS :OF SEMINOLE
COUNTY, FLORIDA; SAID INTERSECTION BEING THE MOST SOUTHEAST
CORNER OF SAID AREA: I; RUN THENCE" N73035'59"W ALONG. THE SOUTH
LINE: OF SAID AREA 1 DISTANCE OF 80,00..FEET TO THE, SOUTHWEST. CORNER
OF SAID AREA. 1; SAID SOUTHWEST CORNER BEING ON THE WESTERLY RIGHT -
Or -WAY LINE OF" .SAID AMERICANA. BLVD.; .:RUN THENCE 9140V'Gi"W ALONG,
THE WESTERLY LINE OF SAID AMERICANA BLVD A DISTANCE "OF 22.27 FEET
TCS T1-IE SOUTHEAST CORNER Or SAID PARCEL 2; THENCE DEPARTING TIIE WESTERLY
RIGHT -OF WAY .LINE .OF SAID AMERICANA BLVD RUN ALONG. -THE BOUNDARY
OF SAID PARCEL 2 THE FOLLOWING COURSES AND DISTANCES; N73°
20'40W 62,61 FEET, "S85,°0AT W 415.b5 PEE'I TO THE SOI biwEST CORNin, OF SAID
PARCEL 2 THENCE N00°I5'32"E 831.47 FEET T.0 THENORTiiiVEST CORNER OF SAID
PARCEL 2: AND TO AN INTERSECTION'WITIi THE;80U1'FI LINE OF THE NOI2'ITI 1623.
52 FEET..OI' SAID SECTION 12; RUN TIiENCE .N89°22'42"B. ALONG THE SOUTH LINEQV
THE NORTH,1623.52 rEFT OF SAID SECTION 12 A DISTANCE OFS3.54 FEET TO. THI
SOUTHWEST CORNER OF SAID PARCFL 1; THENCE N0VO4'43"E ALONG TI•IE
WEST I:INE OF SAID PARCEL 1 A DISTANCE OF 676.10 FEET TO THE NORTHWEST CORNER
OF SAID PARCEL 1; THENCE' 109°22'41"E ALONG .THE NORTH LINE
OF SAID}TARCEL 1 A DISTANCE OF 4802wFEET TO THE POINT OF BEGINNING. ozl-
ecv01\
SHITNF\368504v01\4/29/04\14936.030506. 4 Book5927/Pagel980
CFN#2005169213
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The Edge in Perimeter Walls
Precast. Site Wall System Drawings & Details
GENERAL NOTES
CODES AND STANDARDS
STRUCTURAL DESIGN BASED ON THE 2004 FLORIDA BUILDING CODE (FBC)
MINIMUM 317)1DESIGNLOADSFORBUILDINGS & OTHER STRUCTURES ASCE 7
APRBUILDINGCODEREQUIREMENTSFORSTRUCTURALCONCRETEACI318
DESIGN IrkZZ.
WIND LOADS BASED ON ASCE-7
IMPORTANCE FACTOR 1=0.77
EXPOSURE — B
SOIL
ASSUMED MINIMUM SOIL WEIGHT OF 120 PCF
ASSUMED MINIMUM SATURATED SOIL WEIGHT OF 60 PCF
ASSUMED SOIL FRICTION ANGLE OF 30°
GC SHALL EVALUATE THE EXISTING SOIL CONDITIONS AND DETERMIN
FOUNDATION DEPTH. THE ENGINEERING CONTAINED WITHIN THESE I
CONDITIONS FOUND WITHIN FLORIDA SOILS.
DRILLED SHAFTS ENCROCHING INTO THE WATER TABLE SHALL USE
THESE PLANS AS FOUNDATIONS WITHIN THE WATER TABLE.
ALL FILL TO BE MECHANICALLY COMPACTED
REINFORCING STEEL
DEFORMED REINFORCING BARS PER ASTM A615 GRADE 60.
WELDED WIRE FABRIC PER ASTM A185 — MINIMUM LAP OF TWO SQUARES.
REFERENCE THE REINFORCEMENT DATA TABLE IN THESE PLANS FOR ADDITIONAL DETAILS AND
INFORMATION.
CONCRETE
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CAST -IN -PLACE CONCRETE F'C=3000psi
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF PRECAST ELEMENTS F'c=5000psi
CEMENT PER ASTM C-150 TYPE 1
NORMAL WEIGHT AGGREGATE: FINE AND COARSE AGGREGATE MEETING ASTNI C33. MAXIMUM AGGREGATE
SIZE OF 3/a"
PROHIBITED ADMIXTURES: CALCIUM CHLORIDE, THIOCYANATE OR ADMIXTURES CONTAINING MORE THAN
0.05% CHLORIDE IONS ARE NOT PERMITTED. NO ADMIXTURE SHALL CAUSE AN INCREASE IN SHRINKAGE
WHEN TESTED IN ACCORDANCE WITH ASTM C494 AND ASTM C157.
MINIMUM CONCRETE COVERAGE FOR REINFORCEMENT SHALL BE AS FOLLOWS:
FOOTINGS 3"
PRECAST COLUMNS 1-1/2"
PRECAST WALLS 3/4"
DISCHARGE OF THE CONCRETE SHALL BE COMPLETED WITHIN 1-1/2 HOURS OR BEFORE THE DRUM HAS
REVOLVED 300 REVOLUTIONS, WHICHEVER COMES FIRST, AFTER THE INTRODUCTION OF THE MIXING
WATER TO THE CEMENT AND AGGREGATES OR THE INTRODUCTION OF THE CEMENT TO THE AGGREGATES.
WATER SHALL NOT BE ADDED IN THE FIELD UNLESS APPROVED BY ENGINEER.
FLORIDA ENGINEERING SOLUTIONS, INC.
Certificate of Authorization No. 26300
P.O. Box 1238 - San Antonio, FL 33576
Ph:352/588-0271 Fx:352/588-0122
To the best of my knowledge, these drawings conform to the structural
requirements of th n a uildin
oow— John A. Hoy, P.E. - Florida License Number 55312
The raised seal and original signature of the Engineer is valid for a
maximum of one year from the above date.
t!cfdcAaY rEfi>.t,.o;l S
Corporate Office Location: 2180 American Flyer Way Brooksville, FL 34604-6829
Toll Free: 8001754-3641 Ph: 3521796-5944 Fx: 3521796-5933 Website: www.duratek.net
SITE WALL DETAILS
SCALE: N.T.S DRAWING
DWG BY: ,fAH
OF
DATE 01/03/06
n
20'-0" 20'-0"
OPTIONAL CAP
o fn
o co w WALL PANEL DETAILS
O Q
F- a
SEE DRAWING NO. 3
LINE POST DETAILS
SEE DRAWING 4 '':" DRILLED SHAFT FOUNDATION
L J SEE DRAWING NO.5 ILJ I
TYPICAL WALL PANEL ELEVATION - 6FT, & 8FT PANELS
SCALE: N.T.S.
20'-0" 20'-0" '
OPTIONAL CAP
I
I
0
o zo
O r
O
I--
tit
tj/,.,'j([:
s t.•.+'
FHE DURATEK SYSTEM
1TILIZES A COMBINATION OF
ft, 6ft, & 8ft PANELS TO
CHIEVE UP TO A 16'-0"
ESIRED WALL HEIGHT.
TYPICAL STACK WALL PANEL ELEVATION - UP TO 16FT HEIGHT
SCALE: N.T.S.
If 20'-0" If20'-0"
TYPICAL STEPPED WALL PANEL ELEVATION
SCALE: N.T.S.
FLORIDA ENGINEERING SOLUTIONS, INC.
Certificate of Authorization No. 26300
P.O. Box 1238 - San Antonio, FL 33576
Ph:352/588-0271 Fx:352/588-0122
To the best of my knowledge, these d awings conform to the structural
requirements of the 2004 e.
January 3rd,2006
John A. Hoy, P.E. - Florida License Number 55312
The raised seal and original signatu•e of the Engineer is valid for a
maximum of one year from the above date.
T+FP;CA'37 'f i.°d#!FiiSL4iirl
Corporate Once Location: 2180 American Flyer Way Brooksville, FL 34604-6829
Toll Free: 8001754-3641 Ph: 3521796-5944 Fx: 3521796-5933 Website: www.duratek.net
R
1„
2 LINE POST
1„
2
WALL PANEL
Al — — — — — — — — — — — — —
m
TYPICAL WALL PANEL TO LINE POST DETAIL
SCALE: N.T.S.
OPTIONAL DECO POST CAP DETAIL
SCALE: N.T.S.
0
STANDARD HOOK
EMBEDMENT (S.H.E.) LAP SPLICE —
r
L F PIN DIAMETER
REINFORCEMENT DATA TABLE
BAR
SIZE
PIN
DIA.
CONCRETE MASONRY
H
LAP
SPL.
S.H.E. H
LAP
SPL. S.H.E.
3 2.25 5 21 5.75 6 18 9.25
4 3.00 6 28 7.50 8 24 12.50
5 3.75 7 36 9.50 10 30 15.50
6 4.50 1 8 1 43 1 11.50 12 1 36 18.50
7 5.25 1 10 1 62 1 13.50 14 1 42 21.75
TABLE BASED ON Fc=3000 Pi. Fy=40 ORB ksi, ACI 31&02, ACI-02
2'-2"
SITE WALL DETAILS
SCALE: N.T.S DRAWING
DWG BY: JAH 25
DATE: 01/03/06
OF
U)
w
z
a
a.
0
60
O
zo
3„ 3„
ril r 4 4
TOP OF PANEL 52"
r-IN I I M
4"
12
I I
I I
0
JD
N I I
I I
r6 SMOOTHEELTACKELDED
MAIN REINF.
I I M
7"
TYPICAL 2FT BASE PANEL SECTION
SCALE: N.T.S.
MAIN REINF.
TOP & BOTTOM
SEE SCHED.
24"
0
o ,
eo
SIN =1N 0Cl)
O
O
CD
3"
lam
I 1" 1"
J- 5"
BOTTOM OF PANEL
TYPICAL 6FT & 8FT PANEL SECTION
SCALE: N.T.S.
PANEL REINFORCING SCHEDULE
Duratek Wall Panels
Wind Speed (mph)
110 - 146
2ft Base Panel
Top Reinforcing 1 - #4 Rebar
Panel Reinforcing
Bottom Reinforcing 1 - #4 Rebar
6ft Wall Panel
Top Reinforcing 4 - #4 Rebar
Panel Reinforcing WWR 6x6 - W2.9xW2.9
Bottom Reinforcing 4 - #4 Rebar
8ft Wall Panel
Top Reinforcing 4 - #4 Rebar
Panel Reinforcing WWR 6x6 - W2.9xW2.9
Bottom Reinforcing 4 - #4 Rebar
19'-54'
4$"
18'-9"
PANEL DEFLECTION TABLE
Duratek Site Wall Panel Deflections (inches)
Wind Speed
mph)
110 120 130 140 146
2ft Wall Panel 0.028 0.033 0.039 0.045 0.049
Eft Wall Panel 0.184 0.219 0.257 1.050 1.200
8ft Wall Panel 0.216 0.257 1.310 1.610 1.790
All values are immediate deflections due to maximum wind loads during a
hurricane eeent.
TYPICAL 6FT & 8FT PANEL ELEVATION
SCALE: N.T.S.
48"
0
M
1'-0"
3 REBAR TACK WELDED
TO MAIN POST REINF.
TYP. WERE SHOWN „
1
5"
TYPICAL LINE POST FOR ALL WALL HEIGHTS.
UP TO AND INCLUDING 1OFT.
TYPICAL LINE POST SECTION
SCALE: N.T.S.
1"
1'-416" —
Y
TYPICAL 450 LINE POST SECTION
SCALE: N.T.S.
FLORIDA ENGINEERING SOLUTIONS, INC.
Certificate of Authorization No. 26300
P.O. Box 1238 - San Antonio, FL 33576
Ph:352/588-0271 Fx:352/588-0122
0
NN
0
1" 1"
1 '-2"
10'
TYPICAL STACK LINE POST SECTION
SCALE: N.T.S.
1" 1"
r
5"
N
lo 41 „
8
Trio
N
1'-2"
TYPICAL END LINE POST SECTION
SCALE: N.T.S.
To the best of my knowledge, these dawings conform to the structural
requirements of the 2004 Floridayiaq Gegi^
The raised seal and original signature of the Engineer is valid for a
maximum of one year fr3m the above date.
1"
2'-0"
TYPICAL DECO LINE POST SECTION
SCALE: N.T.S.
1" 1"
21" 31„ „ _ 61
TYPICAL CORNER LINE POST SECTION
SCALE: N.T.S.
LINE POST REINFORCEMENT SCHEDULE
Duratek Line Posts
Pow
Height
Wind Speed (mph)
110 - 140 146
6ft Line Post 4 - #4 Rebar 4 - #4 Rebar
8ft Line Post 4 - #5 Rebar 4 - #5 Rebar
1 Oft Line Post 4 - #6 Rebar 4 - #7 Rebar
Stack Line Post
10ft 6 - #4 Rebar 6 - #4 Rebar
12ft 6 - #5 Rebar 6 - #5 Rebar
14ft 6 - #6 Rebar 6 - #6 Rebar
16ft 6 - #6 Rebar 6 - #7 Rebar
Deco Line Post
6ft 4 - #5 Rebar 4 - #5 Rebar
8ft 4 - #5 Rebar 4 - #5 Rebar
45 Degree Line Post
6ft 6 - #4 Rebar 6 - #4 Rebar
8ft 6 - #4 Rebar 6 - #4 Rebar
10ft 6 - #5 Rebar 6 - #5 Rebar
End Line Post
6ft 4 - #4 Rebar 4 - #4 Rebar
8ft 4 - #4 Rebar 4 - #4 Rebar
10ft 4 - #5 Rebar 4 - #5 Rebar
Comer Line Post
6ft 4 - #4 Rebar 4 - #4 Rebar
8ft 4 - #4 Rebar 4 - #4 Rebar
10ft 4 - #5 Rebar 4 - #5 Rebar
Corporate Office Location: 2180 American Flyer Way Brooksville, FL 34604-6829
Toll Free: 8001754-3641 Ph: 3521796-5944 Fx: 3521796-5933 Website: www.duratek.net
SITTE WALL DETAILS
SCALE: N.T.S DRAWING
DWG BY: JAH
OF
DATE: 01/03/06
Drilled Shaft Foundation Depth (L) (inches) - Out of Water Table
Wind Speed (mph)
Wall Height 110 120 130 140 146
1 16.0 16.0 16.0 16.0 16.0
2 16.0 16.0 16.0 16.0 16.0
3 16.0 16.0 16.0 16.0 16.0
4 16.0 16.0 16.0 16.0 16.0
5 16.0 16.0 16.0 21.6 24.3
6 16.0 16.0 23.4 28.2 30.9
7 16.0 23.4 29.1 33.9 36.3
8 22.2 29.1 34.2 38.4 41.1
9 27.6 33.6 38.4 42.9 45.3
10 31.8 37.5 42.6 46.8 49.5
11 35.7 41.4 46.2 50.7 53.4
12 39.3 44.7 49.8 54.3 57.0
13 42.6 48.0 53.1 57.9 60.6
14 45.6 51.3 56.4 61.2 63.9
15 48.6 54.3 59.4 64.5 67.2
16 51.3 57.0 62.4 67.5 70.5
Drilled Shaft Foundation Depth (inches)
75.0
70.0
65.0
60.0
55.0
r, 3
50.0
CL
45.0
0 40.0
all 35.0
30.0
0 25.0
LL
20.0
I
15.0"
10.0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Wall Height (feet)
0 -110 _......_ 120 .....130 _ _ . _ 140 --._4,_ 146
FLORIDA ENGINEERING SOLUTIONS, INC.
Certificate of Authorization No. 26300
P.O. Box 1238 - San Antonio, FL 33576
Ph:352/588-0271 Fx:352/588-0122
To the best of my knowledge, these drawings conform to the structural
requirements of the 2004 Florida Building Code.
John A. Hoy, P.E. - Florida License Number 55312
The raised seal and original signature of the Engineer is valid for a
maximum of one year from the above date.
Drilled Shaft Foundation Depth (L) (inches) - In Water Table
Wind Speed (mph)
Wall Height 110 120 130 140 146
1 18.0 18.0 18.0 18.0 18.0
2 18.0 18.0 18.0 18.0 18.0
3 18.0 18.0 18.0 18.0 18.0
4 18.0 18.0 18.0 18.0 21.3
5 18.0 18.0 20.1 29.4 33.0
6 18.0 21.6 31.5 38.1 41.4
7 19.2 31.8 39.0 45.0 48.3
8 30.0 38.7 45.3 51.3 54.6
9 36.6 44.4 51.0 57.0 60.3
10 42.3 49.8 56.1 62.1 65.4
11 47.4 54.6 61.2 67.2 70.5
12 51.9 59.1 65.7 71.7 75.3
13 56.1 63.3 69.9 76.2 79.8
14 60.0 67.5 74.1 80.7 84.3
15 63: 9 71.1 78.3 84.9 88.5
16 67.5 75.0 82.2 88.8 92.7
100.0
95.0
90.0
85.0
80.0
75.0
70.0
65.0
60.0
0 55.0
0 50.0
R 45.0
40.0
0 35.0
LL 30.0
25.0
20.0
15.0
10.0
Drilled Shaft Foundation Depth (inches)
T-0" DIAMETER
DRILLED SHAFT
FOUNDATION
SITE WALL DETAILS
SCALE: N.T.S DRAWING
DWG BY: ,f AH
OF
DATE: 01/03/06
a
Corporate Office Location: 2180 American Flyer Way, Brooksville, FL 34604-6829
Toll Free: 800/754-3641 Ph: 352/796-5944 Fx: 352/796-5933 Website: www.duratek.net
Retaining Wall Heights Up to 8.5ft
Privacy Wall Heights of 6ft & 8ft
Wind Speeds 110, 120, 130, 140, & 146 mph
Exposure B
Wind Loads Per ASCE 7
Concrete Design Per ACI 318
F'c (Cast -in -Place Concrete) = 3,000 psi
F'c (Precast Concrete) = 5,000 psi
Fy (Rebar) = 60,000 psi
Please Reference Combo Wall Drawings 1-6 Dated 01/03/06)
List of Sheets
1.1-1.2, 2.1-2.3, 3.1-3.4, 4.1-4.42, 5.1-5.19, 6.1-6.12
To the best of my knowledge, these
calculations conform to the structural
requirements of the 2004 Florida
Building qry
angry 3, 2006
John A. Hoy, P.F_..
FL. License. No. 55312
raised seal and original signature
Is valid for a maximum of one year
from the above date.
Florida Engineering Solutions, Inc.
Certificate of Authorization No. 26300
P.O. Box 1238 San Antonio, Florida 33576 Ph: 352/588-0271 Fx: 352/588-0122
11
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pR904,9T 7CCNNOLO .0MS Corporate
Office Location: 2180 American Flyer Way, Brooksville, FL 34604-6829 Toll
Free: 800/754-3641 Ph: 352/796-5944 Fx: 3521796-5933 Website: www.duratek.net DIRECTORY
Description
Page Number ASCEWind
Loads................................................................................................1.1 Lateral
Earth Pressure Loads ............................................................................... 2.1 Privacy
Wall Panel Design ....................................... Retaining
Wall Panel Design................................................................................4.1 2.
5ft Ret. Wall Panel..................................................................................4.6 3.
5ft Ret. Wall Panel.................................................................................4.14 4.
5ft Ret. Wall Panel.................................................................................4.21 5.
5ft Ret. Wall Panel.................................................................................4.27 6.
5ft Ret. Wall Panel.................................................................................4.32 7.
5ft Ret. Wall Panel.................................................................................4.37 8.
5ft Ret. Wall Panel.................................................................................4.40 PostDesign..........................................................................................................
5.1 Reinforcement
Schedule...........................................................................5.10 16x16Post................................................................................................
5.13 18x18Post................................................................................................
5.15 Drilled
Shaft Foundation Design...........................................................................6.1 Florida
Engineering Solutions, Inc. Certificate
of Authorization No. 26300 P.
O. Box 1238 San Antonio, Florida 33576 Ph: 352/588-0271 Fx: 352/588-0122
1
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11
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1
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
Velocity Pressure (psf) Evaluated at h<=15ft - Exposure B
Wind Speed (mph) Velocity Pressure (psO
110 11.56
120 13.75
130 16.14
140 18.72
146 20.36
Wind Load (psf) Evaluated at h<=15ft - Exposure B
Wind Speed (mph) Wind Load (pso
110 11.79
120 14.03
130 16.46
140 19.09
146 20.76
Ultimate Loads (1.6'Wind)
Wind Load (psf) Evaluated at h<=15ft - Exposure B
Wind Speed (mph) Wind Load (pso
110 18.86
120 22.44
130 26.34
140 30.55
146 33.22
f--- gm J E67- K
COAST TWO14140LOOMS
Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271
Sheet No.
Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 . .
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pRl6#Yl`. TEGltiYtTlQ6f@,5.
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
Gamma = 120.00 PCF
Gamma(w) = 62.40 PCF
Gamma(sat)= 135.00 PCF
Gamma' = 72.60 PCF
Phi = 30.00 Degrees
Ka = 0.33
q = 40.00 PSF
H (FT) P1 PLF P2 (PLF) P3 (PLF) P4 (PLF)
2.5 8.33 7.81 71.88 152.23
3.5 11.67 15.31 126.88 298.36
4.5 15.00 25.31 196.88 493.21
5.5 18.33 37.81 281.88 736.78
6.5 21.67 52.81 381.88 1029.05
7.5 25.00 70.31 496.88 1370.04
8.5 28.33 90.31 626.88 1759.74
Ultimate Loads (1.6*H 1.6*L)
H (FT) P1 U (PLF) P2U(PLF) P3U(PLF) P4U (PLF)
2.5 13.33 12.50 115.00 243.56
3.5 18.67 24.50 203.00 477.38
4.5 24.00 40.50 315.00 789.14
5.5 29.33 60.50 451.00 1178.84
6.5 34.67 84.50 611.00 1646.48
7.5 40.00 112.50 795.00 2192.06
8.5 45.33 144.50 1003.00 2815.58
1
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
Privacv Wall - Ultimate Moments (Mu lb-ft)
H (ft)
Wind Speed
mph)
Post Spacing (ft)
12 14 16 18 20
6 110 2036.8 2772.3 3621.0 4582.9 5657.8
8 110 2715.8 3696.5 4828.0 6110.5 7543.8
6 120 2424.0 3299.3 4309.3 5454.0 6733.3
8 120 3232.0 4399.1 5745.8 7272.0 8977.7
6 130 2844.8 3872.1 5057.5 6400.8 7902.3
8 130 3793.1 5162.8 6743.3 8534.5 10536.4
6 140 3299.3 4490.7 5865.5 7423.5 9164.8
8 140 4399.1 5987.7 7820.6 9898.0 12219.7
6 146 3588.2 4883.9 6379.0 8073.4 9967.2
8 146 4784.2 6511.9 J 8505.3 1 10764.5 1 13289.6
Privacv Wall - Ultimate Shears (Vu IN
H (ft)
Wind Speed
mph)
Post Spacing (ft)
12 14 16 18 20
6 110 678.9 792.1 905.3 1018.4 1131.6
8 110 905.3 1056.1 1207.0 1357.9 1508.8
6 120 808.0 942.7 1077.3 1212.0 1346.7
8 120 1077.3 1256.9 1436.4 1616.0 1795.5
6 130 948.3 1106.3 1264.4 1422.4 1580.5
8 130 1264.4 1475.1 1685.8 1896.5 2107.3
6 140 1099.8 1283.1 1466.4 1649.7 1833.0
8 140 1466.4 1710.8 1955.2 2199.5 2443.9
6 146 1196.1 1395.4 1594.7 1794.1 1993.4
8 146 1594.7 1860.5 2126.3 1 2392.1 2657.9
aft
VQ9*A*T T[Cti Nif i.6CftE 3.
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
6FT PRIVACY WALL DESIGN
GIVEN:
b = 72.000 in
d = 3.000 in /j = 0.85
Pc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
0.770 in'
DESIGN:
AS = 0.0036P("u'd) bd
Es= 0.85 cc d'Af'c
b _
Ec= 0.0477
Asfy0.
002 <ES < 0.005 = INTERPOLA7E ES<_
0.002=>0=0.65 ES>_
0.005 => 0 = 0.90 200
p. = =
0.0033 fy
m=
fy =
14.12 0.
85 f, 1
Rn =
pfy I — 2 pm = 208.51 psi OM =
ORnbda = 10,133 ft-lb 0
V , = ¢ 2 f 7bd ' =
22910.26 lb OVn =
Ov, = 22,910 lb Reference:
ACI 318-02
xscasr reagaa4aorss a _ v w
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 3521588-0122 8FT PRIVACY WALL DESIGN
GIVEN: b = d = 96.
000
in
3.
000 in 0.
85 fc = 5,000 psi
0 Flexure 0.90 fy = 60,000 psi
0 Shear 0.75 AS = 0.990 in'
3 #A Z rae
DESIGN: P(actual) 0.0034
0 V, = 0 2 Vf,bd '= 30547.01 lb bd ES= 0.85cc
d,8jcb _ Ec= 0.0495 ASfY
0.002 <ES <
0.
005 = INTERPOLA7E ES <_ 0.002 => 0 =
0.65 ES> 0.005 => 0 =
0.90 200 p. _ = 0.0033
Y
m= fY = 14.
12
0.
85 f, 1
Rn = pfy I —
2
pm = 201.25 psi OM„ = OR7,bd 2 =
13,041 ft-
lb OV, = OV, = 30,547
lb Reference: ACI 318-02
RRBLAST T6CNt1 bY.0Or t
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
8FT PRIVACY WALL DESIGN
GIVEN:
b = 96.000 in
d = 3.000 in f3 = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
1.800 in
DESIGN:
y /
C-C'
AS — 0.0063P(actua!) bd
ES=0.85cc d'Afcb —
Ec= 0.0259
AS Y
0.002 <ES < 0.005 = INTERPOLATE
ES<_0.002=>0=0.65
ES>0.005=:>0=0.90
200
0.0033
Y
m =
f'' =
14.12
0.85 fc'
1
R = pfy 1— 2 pm = 358.46 psi
OM,, = OR,bd
2 = 23,228 ft-lb
0 V , = 0 2 f bd ' = 30547.01 lb
OV, = OV, = 30,547 lb
Reference: ACl 318-02
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
PHONE # 407-302-2516 • FAX # 407-302-2526
DATE: PERMIT #: G (0-
t
BUSINESS NAME '/ PROJECT: W I` c) SQ
ADDRESS: Zo 'C AA/ ,, A l td ceL
PHONE .:
CONST. INSP. I ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW
F. A. [ ] F.S. [ ] HOOD { ] PAINT BOOTH [ ] BURN P IT [ ]
TENT PERMIT ] TANK PERMIT (] OTHERS j
TOTAL FEES: '
j
v _ (PER UNIT SE FLOW)
COMMENTS: i:/
Address / Bldg. # / Unit #
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Square Footage Fees per Bldg. / Unit
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that I
will comply with all applicable codes and ordinances
of the City of Sanford, Florida.
Sanfor ire Prevention Division Applicant's Signature
T
rmfon
PA..E 1.:Ik 71T TC®1S 11aLi#fi1 l1
Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271
Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 '.
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
UDDer 1/3 of Retainina Wall - Ultimate Moments (Mu lb-ft)
H (ft) Resisting
Width (in)
Post Spacing (ft)
12 14 16 18 20
2.5 10 465.0 632.9 826.7 1046.3 1291.7
3.5 14 777.0 1057.6 1381.3 1748.3
4.5 18 1161.0 1580.3 2064.0
5.5 22 1617.0 2200.9
6.5 26 2145.0 2919.6
7.5 30 2745.0
8.5 1 34 1 3417.0
Lower 2/3 of Retainina Wall - Ultimate Moments (Mu lb-M
H (ft) Resisting
Width (in)
Post Spacing (ft)
12 14 16 18 20
2.5 20 6454.1 8784.8 11474.0 14521.8 17928.1
3.5 28 12246.9 16669.4 21772.2 27555.5
4.5 36 19874.6 27051.5 35332.6
5.5 44 29337.2 39931.1
6.5 52 40634.7 55308.3
7.5 60 53767.1
8.5 68 1 68734.5
Unner 1/3 of Retainina Wall - Ultimate Shears NO Ibs)
H (ft) Resisting
Width (in)
Post Spacing (ft)
12 14 16 18 20
2.5 10 155.0 180.8 206.7 232.5 258.3
3.5 14 259.0 302.2 345.3 388.5
4.5 18 387.0 451.5 516.0
5.5 22 539.0 628.8
6.5 26 715.0 834.2
7.5 30 915.0
8.5 34 1 1139.0
Lower 2/3 of Retainina Wall - Ultimate Shears Nu Ibs)
H (ft) Resisting
Width (in)
Post Spacing (ft)
12 14 16 18 20
2.5 20 2151.4 2509.9 2868.5 3227.1 3585.6
3.5 28 4082.3 4762.7 5443.1 6123.4
4.5 36 6624.9 7729.0 8833.1
5.5 44 9779.1 11408.9
6.5 52 13544.9 15802.4
7.5 60 17922.4
8.5 1 68 1 22911.5
Panel 12 Foot Post Spacing 14 Foot Post Spacing
Height (ft)
Reinforcement Location Number Reinforcement Location Number
1 2 3 1 4 1 5 1 6 1 7 1 8 1 9 110 1 11 1 12 113 114 1 15 1 1f 1 2 3 4 5 6 7 8 9 10 11 12 13
2.5 #3 #3 #3 #3 #4 - - - - - - - - - - -#3 #3#4 #4 #4 - - - - - - - -
3.5 1#3I#31#3I#31#31#41#41 - I- I- I- I- I- I- I- I- I- 1#3I#3I#41#4#4I#4I#4I - I- I- I- I- I-
4.5 1#31#31#31#31#31#41#41#51#51 - I- I- I- I- I- I- I- 1#31#31#31#41#41#51#51#51#51 - I- I- I-
5.5 3 3 3 3 4 4 4 4 5 5 5 3 3 3 3 4 5 5 5 6;#6 6
6.5 3#3#3#3#3#4#4#4#5#5#5#6#6 3#3#3#3#3#4#5#5#6#6#7#7#7
7.5 1#31#31#31#31#31#31#41#41#51#51#51#61#61#61#61 - I -
8.5 I#3I#3I#3I#3I#3I#3I#3I#4I#4I#5I#5I#6I#6I#6I#7I#7I#7
16 Foot Post Spacing 18 Foot Post Spacing 20 Foot Post S cin
Reinforcement Location Number Reinforcement Location Number Reinforcement Location Number
1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 1 2 3 4 5 6 7
3 3 4 4 5 3 3 5 5 5 7 7 7 7 7
3 3 4 4 5 5 5 8 #8 #8 #8 #8 #8 #8
7 7 7 7 7 7 7 7 7
0
h
1
L
u
L
u
11
Panel Height (ft) M (lb-ft) Yb (in) Ig (in"4) Fr {psr)
Bottom
Fiber
Stress
Status
Longterm Deflection =
Immediate Deflection * 2.0 (in)
12FT Post Spacing
2.50 4324 3 540 530 288 Uncracked 0.103
3.50 8140 3 756 530 388 Uncracked 0.138
4.50 13147 3 972 530 487 Uncracked 0.174
5.50 19346 3 1188 530 586 Cracked 0.236
6.50 26737 3 1404 530 686 Cracked 0.406
7.50 35320 3 1620 530 785 Cracked 0.624
8.50 45095 1 3 1 1836 530 1 884 Cracked;°
14FT Post Spacing
2.50 5886 3 540 530 392 Uncracked 0.191
3.50 11079 3 756 530 528 Uncracked 0.256
4.50 17895 3 972 530 663 Cracked 0.504
5.50 26333 3 1188 530 798 Cracked,
6.50 36392 3 1404 530 933 Cracked r 0, 820A
7.50 48075 3 1620 530 1068 Cracked
8.50 61379 3 1836 1 530 1 1204-1 Cracked
16FT Post Spacing
2.50 7688 3 540 530 513 Uncracked 0.325
3.50 14471 3 756 530 689 Cracked 0.764
4.50 23373 3 972 530 866 Cracked w .v,.. 0 812,a
5.50 34394 3 1188 530 1042 Cracked
6.50 47533 3 1404 530 1219 Cracked
7.50 62791 3 1620 530 1395 Cracked
8.50 1 80168 3 1 1836 530 1 1572 Cracked
18FT Post Spacing
2.50 9730 3 540 530 649 Cracked 0.796
3.50 18315 3 756 530 872 Cracked1.022
4.50 29581 3 972 530 1096 Cracked
5.50 43529 3 1188 530 1319 Cracked
6.50 60159 3 1404 530 1543 Cracked
7.50 79470 3 1620 530 1766 Cracked
8.50 1 101463 1 3 1 1836 1 530 9989 1 Cracked
20FT Post Spacing
2.50 12012 3 540 530 801 Cracked 1 _i_54„
3.50 22611 3 756 530 1077 Cracked
4.50 36520 3 972 530 1353 Cracked
5.50 53740 3 1188 530 1628 Cracked
6.50 74270 3 1404 530 1904 Cracked
7.50 98111 3 1620 530 2180 Cracked
8.50 125263 1 3 1 1836 530 1 2456 Cracked
1
1
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1
1
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1
1
1
1
1
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1
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
2.5FT RETAINING WALL (UPPER 1/3)
GIVEN:
b = 10.000 in
d = 4.000 in 0.85
fc = 5,000 psi Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
k = 0.220 in
DESIGN: ve r *'?
As = 0.0055P(aclual)
UU
ES= 0.85 EC d'Af'c
b —
Ec= 0.0298
As.fY
0.002 <Es < 0.005 = INTERPOLATE
ES 5 0.002 => 0 = 0.65
Es>_ 0.005 z::> 0 = 0.90
200
Pmi, = = 0.0033
f. Y
m =
f'' =
14.12
0.85 fc
1
R„ = pfy 1— 2 pm = 317.19 psi
OM„ = OR„bd2 = 3,806 ft-lb
0 V = 0 2 f c'
bd ' = 4242.64 lb
T , _ Tom, _ 4,243 lb
Reference: ACI 318-02
b = 20.000 in
d = 4.000 in Q 0.85
fc = 5,000 psi Flexure 0.90
fy = 60,000 psi 0 Shear 0.75
0.380 in'
DESIGN:
0.0048 0 V , _ 0 2 f ,' bd ' = 8485.28 lbbd
Es= 0.85 Ec d'Af', b —
Ec= 0.0350
As.fY
0.002 <Eg < 0.005 = INTERPOLATE
Es50.002=> =0.65
Es>! 0.005 => = 0.90
200
p = f. = 0.0033
Y
m =
f'' =
14.12
0.85 f,
R. = pfy ( 2
1— PM) m = 275.44 psi
OM„ = OR,bd
2 = 6,611 fl-lb
0 vn = P U, = 8,485 lb
Reference: AC1318-02
11
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, Ft_ 33576 - Ph: 352/588-0271 Fx: 352/588-0122
2.5FT RETAINING WALL (LOWER 213)
GIVEN:
b = 20.000 in
d = 4.000 in
fc = 5,000 psi
fy = 60,000 psi
AS = 0.520 in
Q = 0.85
0 Flexure = 0.90
0 Shear = 0.75
DESIGN: &- gel
A`clual) — bd = 0.0065 0 P, = 0 2 f bd ' = 8485.28 lb
Es= 0.85 EC d'Af'c
b -
Ec= 0.0248
As Y
0.002 <ES < 0.005 = INTERPOLATE
ES:50.002=>0=0.65
ES>_0.005=::> 0=0.90
200
pmm = f =
0.0033
y
m =
f'' =
14.12
0.85 f
1
R,, = pfy i — 2 pm = 372.11 psi
OM„ = OR,,bd
2 = 8,931 ft-lb
P Vn = -0 V, = 8,485 lb
Reference: ACI 318-02
1
1
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1
1
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
2.5FT RETAINING WALL (LOWER 2/3)
GIVEN:
b = 20.000 in
d = 4.000 in 81 = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy - 60,000 psi 0 Shear = 0.75
0.680 in'
DESIGN: 02
A—tual) = bd = 0.0085 0 V , _ 0 2 j bd ' = 8485.28 lb
Es=0.85Ec d'Af'cb —
Ec= 0.0183
As.fY
0.002 <ES < 0.005 = INTERPOLATE
ES<_0.0020.65 Es>-
0.005 = 0.90 200
pmm = =
0.0033 f.
ym =
f' -
14.12 0.
85 f 1
R„ =
pfy 1- 2 pm = 479.40 psi OM„ =
OR,,bd 2 =
11,506 ft-lb PV7z =
0 v, = 8,485 lb Reference:
ACl 318-02 40
1PO
1
1
1
1
1
1
P{t80.AST TCC_MN04.6 G'(B i,
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
2.5FT RETAINING WALL (LOWER 2/3)
GIVEN:
b = 20.000 in
d = 4.000 in 61 = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
0.880 in
DESIGN: - '
s %
r-
P(alual = bd = 0.0110 0 V , = 0 2 f bd ' = 8485.28 lb
ES= 0.85 Ec d'Af'c b —
EC= 0.0134
As.fr
0.002 <ES < 0.005 = INTERPOLA7E
Es<_0.002=:>0=0.65
ES>_ 0.005 => 0 = 0.90
200
p„ = = 0.0033
fy
m=
fy 14.12
0.85_ f,
1
R„ = pfy 1— 2 pm = 608.75 psi
OM„ = OR„bd
2 = 14,610 ft-lb
P Y7z = -0 V, = 8,485 lb
Reference: ACI 318-02
4,11
1
1
1
1
1
1
1
L= 18 ft
Bear = 0 in
w = 241 plf
b = 30 in
h = 6 in
d = 4 in
As = 0.93 inA2
d' = 0 in
A's = 0 inA2
fc = 5000 psi
Ma = 112828 lb -in
Ec = 4030509 psi
Es = 29000000 psi
n = 7.20
fr = 530 psi
Ig = 540 in^4
Yt = 3.000 in Equation Check for X
X = 1.15 in 19.84 19.07
Icr = 69.6 inA4
Mcr = 95459 lb -in
le = 354
Delta = 0.398 s t _ 6 - -716
1
1
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1
1
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
2.5FT RETAINING WALL (LOWER 2/3)
GIVEN:
b = 20.000 in
d = 4.000 in
fc = 5,000 psi
fy = 60,000 psi
1.800 in2
fit = 0.85
0 Flexure = 0.90
0 Shear = 0.75
DESIGN: 3- W ;z r• Y
P(actual) = bd = 0.0225 0 V, - 0 2 f, bd '= 8485.28 lb
Es= 0.85 Ec d'Afc b _
EC= 0.0050
As.fY
0.002 <ES < 0.005 = INTERPOLATE
ES<0.002=> =0.65
ES>_0.005=::, 0.90
200
p.,n, = = 0.0033
fy
rrt =
fy — 14.12
0.85 f,'
1
R„ = pfy 1— 2 pm = 1135.59 psi
OM„ = OR,,bd
2 = 27,254 ft-lb
0 Vn = 0 v, = 8,485 lb
Reference: ACI 318-02
4iV;13
1
1
1
1
1
1
1
1
1
L=
Bear =
w=
b=
h=
As =
d' _
Ns =
fc =
Ma =
Ec =
Es =
n=
fr =
Ig =
Yt =
I =
Mcr =
le =
Delta =
19.2 ft
0 in
241 plf
30 in
6 in
4 in
3 inA2
0 in
0 in12
5000 psi
128676 lb -in
4030509 psi
29000000 psi
7.20
530 psi
540 in^4
3.000 in Equation Check for X
1.78 in 47.53 47.92
162.8 in^4
95459 lb -in
317
0.577 x
1
1
1
1
1
i
s
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Florida Engineering Solutions, Inc_ - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
3.5FT RETAINING WALL (UPPER 1/3)
GIVEN:
b = 14.000 in
d = 4.000 in 3, = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
AS = 0.220 in
DESIGN:
As = 0.0039Pru> =
bd
ES= 0.85 Ec d'Af'c b —
Ec= 0.0430
sfY
0.002 <ES < 0.005 = INTERPOLATE
ES < 0.002 = 0.65
ES>_ 0.005 ¢ = 0.90
200
Pmm = f =
0.0033
Y
m =
fY = 14.12
0.85 f,
R„ = pfy 1— 2 pm = 229.18 psi
OM„ = OR„bd
2 = 3,850 ft-lb
0 v, = 0 2 f bd ' = 5939.70 lb
P V,z = <P V, = 5,940 lb
Reference: ACI 318-02
4/A1-5-
1
1
1
1
1
1
1
1
1
i
1
1
1
1
1
gin,
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
6FT RETAINING WALL (LOWER 2/3)
GIVEN:
b = 28.000 in
d = 4.000 in 16, 0.85
fc = 5,000 psi 0 Flexure 0.90
fy = 60,000 psi 0 Shear 0.75
AS = 0.720 in
DESIGN: 3 g ,- g IZrr
Aactual> — bd 0.0064 0 V , = 0 2 f,' bd ' = 11879.39 lb
ES=0.85EC d'AfCb _
EC= 0.0251
As.fr
0.002 <Es < 0.005 = INTERPOLATE
Es < 0.002=- 0 = 0.65
ES>_ 0.005 => 0 = 0.90
200
P.. =
f =
0.0033
Y
m=
fY = 14.12
0.85f,
1
R„ = pfy 1— 2 pm = 368.21 psi
OM,,= ORubd
2 = 12,372 ft-lb
Vn = -0 Vc = 11,879 lb
Reference: ACI 318-02
4te
1
1
1
1
1
1
1
1
i
1
1
1
1
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
7.6
AFT RETAINING WALL (LOWER 2/3)
GIVEN:
b = 28.000 in
d = 4.000 in 3, = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
0.990 in'
DESIGN:""
P(actual) - bd - 0.0088 0 F, - 0 2 Vf,bd ' = 11879.39 lb
Es= 0.85 Ec d Af'c b -
Ec= 0.0174
Asf,
0.002 <ES < 0.005 = INTERPOLA7E
ES<_0-002=> 0.65
ES>_ 0.005 => ¢ = 0.90
200
Pmm = f =
0.0033
Y
m=
fY = 14.12
0.85f,'
Rn = pfy 1- 2 pm = 497.27 psi
OM,,= ORnbd 2 = 16,708 ft-lb
OV, = 4PV, = 11,879 lb
Reference: ACI 318-02
1
1
1
1
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O_ Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 .Fx: 352/588-0122
3.-&'
AFT RETAINING WALL (LOWER 2/3)
GIVEN:
b = 28.000 in
d = 4.000 in 3, 0.85
fc = 5,000 psi 0 Flexure 0.90
fy = 60,000 psi 0 Shear 0.75
AS = 1.320 in
DESIGN:
p(acrua bd = 0.0118 0 V , = 0 2 f,' bd '= 11879.39 lb
Es= 0.85 cc d' f'c b _
EC= 0.0123
AsfY
0-002 <ES < 0.005 = INTERPOLATE
ES<-0.002=:>0=0.65
es>! 0.005 => 0 = 0.90
200
P.i. _ }. = 0.0033
y
m =
fy — 14.12
0.85_ f,
1
R„ = pfy 1— 2 pm = 648.31 psi
OM„ = ORnbd
2 = 21,783 ft-lb
40Vn = 4P v, = 11,879 lb
Reference: ACI-318-02
ell, 10`7
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
L = 16 ft
Bear = 0 in
w = 453 plf
b = 42 in
h = 6 in
d = 4 in
As = 1.22 inA2
d' = 0 in
Ns = 0 inA2
fc = 5000 psi
Ma = 166780 lb -in
Ec = 4030509 psi
Es = 29000000 psi
n = 7.20
fr = 530 psi
Ig = 756 inA4
Yt = 3.000 in Equation Check for X
X = 1.1 in 25.41 25.46
Icr = 92.5 in^4
Mcr = 133643 lb -in
le = 434
s
Delta = 0.382 x 6eT
Am
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
3.5FT RETAINING WALL (LOWER 213)
GIVEN:
1 DESIGN:
11
b = 28.000 in
d = 4.000 in 81 = 0.85
fe = 5,000 psi 0 Flexure = 0.66
fy = 60,000 psi 0 Shear = 0.75
3.950 in
0.0353Ptu ) — bd
Es=0.85Ec d'Af'cb _
Ec= 0.0021
As.fy
0.002 <Es < 0.005 = INTERPOLATE
Es <_ 0.002 =:> 0 = 0.65
ES>_ 0.005 => 0 = 0.90
200
0.0033
fy
m=
fy = 14.12
0.85f,
1
Rn = pfy 1— 2 PM)= 1589.28 psi
OMn = ORnbd 2 = 39,165 ft-lb
0 F, = 0 2 f, bd '= 11879.39 lb
OTC„ = OV, = 11,879 lb
I
Reference: ACI 318-02
M
L=
Bear =
W=
n=
As =
d' _
Ns =
fc =
Ma =
Ec =
Es =
n=
fr =
Ig =
Yt =
X=
Icr =
Mcr =
le =
Delta =
17.2 ft
0 in
452.22 plf
42 in
6 in
4 in
5.53 in^2
0 in
0 inA2
5000 psi
192974 lb -in
4030509 psi
29000000 psi
7.20
530 psi
756 in^4
3.000 in Equation Check for X
1.95 in 79.85 81.57
271.0 inA4
133643 lb -in
432
0.511 X ..2-
PR 6:0.0'iT TQ CiEMOiO:&tES:
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 352/588-0122
4.5FT RETAINING WALL (UPPER 113)
GIVEN:
b = 18.000 in
d = 4.000 in 3t = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
A, = 0.330 in'
DESIGN: 2— W, 3
AS = 0.0046
bd
ES= 0.85 Ec d'Af'c b —
Ec= 0.0364
Asfr
0.002 <Es < 0.005 = INTERPOLA7E
Es<_0.0020=0.65 ES
2: 0.005 0 = 0.90 200
P.
6 = = 0.0033 f.
yyn =
f
y = 14.12 0.
85 f, 1
R, =
pfy 1— 2 pm = 266.10 psi OM„ =
OR„bd 2 =
5,748 ft-lb 0
V_ 0 2 f bd '= 7636.75 lb iPV, =
PY, = 7,637 lb Reference:
ACI 318-02
H
PitBCABT T.CClYEIORQ:G.i 6S
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
4.5FT RETAINING WALL (LOWER 2/3)
GIVEN:
b = 36.000 in
d = 4.000 in l31 = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
1.180 in'
r.
DESIGN: 3'" 2-*s '
P(acluar) _
A, =
0.0082 0 V, = 0 2 f bd ' = 15273.51 lb
bd
ES=0.85Ec d'Af'cb —
Ec= 0.0.190
As.fr
0.002 <Es < 0.005 = INTERPOLATE
ES <— 0.002 => 0 = 0.65
ES>— 0.005 => 0 = 0.90
200
per, = = 0.0033
fy
m =
fy = 14.12
0.85 f,
1
R„ = pfy 1— 2 pm = 463.23 psi
OM„ = OR1,bd
Z = 20,011 ft-lb
Vn = P Y, = 15,274 lb
6 •'a-Z
11 Reference: ACI 318-02
1
1
1
1
1
1
1
i
MIN IyC
PR60.A S7 'G.ttNQ LQfY.'tE3 .,,s ...
3 __ :P
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
4.5FT RETAINING WALL (LOWER 2/3)
GIVEN:
DESIGN:
b = 36.000 in
d = 4.000 in 31 = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
AS = 1.640 in2
31
A, 0.0114
bd
ES= 0.85 EC d'Af'C b _
EC= 0.0129
Asfr
0.002 <ES< 0.005 = INTERPOLATE
ESS0.002=>0=0.65
ES>_0.005=>0=0.90
200
0.0033
fY
m =
f'' —
14.12
0.85 fc'
1
R„ = pfy 1— 2 pm = 628.40 psi
OM,, = OR,, bd z = 27,147 ft-lb
5
0 V , = 0 2 f bd ' = 15273.51 lb
4 V,, = 0 Tl, = 15,274 lb
el*.q :3
H Reference: ACI 318-02
L=
Bear =
w=
b=
d=
As =
d' _
Ns =
fc =
Ma =
Ec =
Es =
n=
fr =
Ig =
Yt =
X=
Icr =
Mcr =
le =
Delta =
14 ft
0 in
731 plf
54 in
6 in
4 in
1.57 in^2
0 in
0 inA2
5000 psi
204802 lb -in
4030509 psi
29000000 psi
7.20
530 psi
972 in^4
3.000 in Equation Check for X
1.1 in 32.67 32.76
119.0 inA4
171827 lb -in
623
0.252
1
1
1
1
1
1
1
1
1
PR 6C/l87 iC.0 i(N O:L 6:0f65
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
4.5FT RETAINING WALL (LOWER 2/3)
GIVEN:
b = 36.000 in
d = 4.000 in
fe = 5,000 psi
fy = 60,000 psi
A, = 3.600 in
A = 0.85
0 Flexure = 0.84
0 Shear = 0.75
DESIGN:
rs
Aacluat) =
A, —
0.0250 0 V, = 0 2 f bd '= 15273.51 lb
bd
Es= 0.85 EC d'Af'c b —
Ec= 0.0042
As.fY
0.002 <ES < 0.005 = INTERPOLATE
ES<_0.002=:>=0.65
Es>:0.005 0 = 0.90
200
P.i. = = 0.0033
f. Y
m=
fY — 14.12
0.85 f,'
1
Rn = pfy 1— .2
pm = 1235.29 psi
ioMn = ORnbd 2 = 49,532 ft-lb
4P vn = 4P V, = 15,274 lb
Reference: ACI 318-02
L = 15.2 ft
Bear = 0 in
w = 730.4 pif
b = 54 in
h = 6 in
d = 4 in
As = 5.4 inA2
d' = 0 in
A's = 0 inA2
f c = 5000 psi
Ma = 242147 lb -in
Ec = 4030509 psi
Es = 29000000 psi
n = 7.20
fr = 530 psi
Ig = 972 in^4
Yt = 3.000 in Equation Check for X
X = 1.79 in 86.51 85.87
Icr = 293.0 inA4
Mcr = 171827 lb -in
le = 536
Delta = 0.406 x ? -0 a rl.2--
1
1
1
1
1
1
1
1
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1
1
1
1
1
1
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1
1
5.517T RETAINING WALL (UPPER 1/3)
GIVEN:
b = 22.000 in
d = 4.000 in f3, = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
0.330 in
DESIGN: 3 3 ,
A, =
0.0038P(t„«r ) — bd
Es= 0.85 Ec d'Afc b —
Ec= 0.0452
As.fr
0.002 <ES < 0.005 = INTERPOLA7E
Es—< 0.002 =:> 0 = 0.65
Es>_ 0.005 0 = 0.90
200
0.0033
f. Y
m=
f' — 14.12
0.85 f,
1
R„ = pfy 1— 2 pm = 219.04 psi
OM„ = OR„bd
2 = 5,783 ft-lb
F _0 2 f,' bd ' = 9333.81 lb
0 V1z = 0 V, = 9,334 lb
Reference: ACI 318-02
rn"egasY srec'MNo accs
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
5.5FT RETAINING WALL (LOWER 2/3)
GIVEN:
b = 44.000 in
d = 4.000 in
fc = 5,000 psi
fy = 60,000 psi
1.760 in'
A = 0.85
0 Flexure = 0.90
0 Shear = 0.75
DESIGN:',
1P0,1u.1) = bd = 0.0100 0 V , = 0 2 f,' bd ' = 18667.62 lb
ES=0.85EC d'i'Lb _
EC= 0.0151
ASfY
0.002 <Es < 0.005 = INTERPOLATE
ES<-0.002=> 0.65
ES>— 0.005 => = 0.90
200
pmm = = 0.0033
f. Y
m=
f' - 14.12
0.85 fc'
1
Rn = pfy l — 2 pm = 557.65 psi
OM,, = ORn bd
2 = 29,444 ft-lb
P Yn = <P v, = 18,668 lb
Reference: ACI 318-02
aq
L= 12 ft
Sear = 0 inace
w = 1075 plf
b = 66 in
h = 6 in
1
d = 4 in
As = 1.7 inA2
d' = 0 in
A's = 0.8 inA2
fc = 5000 psi
Ma = 219479 lb -in
Ec = 4030509 psi
Es = 29000000 psi
n = 7.20
fr = 530 psi
Ig = 1188 inA4
Yt = 3.000 in Equation Check for X
X = 0.98 in 36.55 36.94
Icr = 137.0 in^4
Mcr = 210011 lb -in
le = 1058
Delta = 0.118 x : 2!.. 0 = 0 . 2 3 //7
OM4,AST TfiGFtmatootrz
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
4E
5.5FT RETAINING WALL (LOWER 213)
GIVEN:
b = 44.000 in
d = 4.000 in J3, 0.85
fc = 5,000 psi Flexure 0.90
fY = 60,000 psi 0 Shear 0.75
As = 2.470 in2
DESIGN:3_,•s
A, =
0.0140 0 V , _ 0 2 f,' bd ' = 18667.62 lb
bd
ES = 0.85 Ec d' A f 'c b -
EC = 0.0099
As.fr
0.002 <ES < 0.005 = INTERPOLATE
ES _< 0.002 => 0 = 0.65
ES>_0.005=>0=0.90
200
P.. =
f =
0.0033
Y
m=
fY - 14.12
0.85 f,
1
Rn = pfy 1— 2 pm = 758.63 psi
OM,, = OR,, bd
z = 40,056 ft-lb
P Un = P Y, = 18,668 lb
Reference: ACI 318-02
L = 13.2 ft
Bear = 0 in
w = 1074.8 plf
b = 66 in
h = 6 in
d = 4 in
As = 2.89 in12
d' = 0 in
Ns = 0 in^2
fc = 5000 psi
Ma = 266902 lb -in
Ec = 4030509 psi
Es = 29000000 psi
n = 7.20
fr = 530 psi
Ig = 1188 inA4
Yt = 3.000 in Equation Check for X
X = 1.31 in 56.63 55.94
lcr = 199.9 in^4
Mcr = 210011 lb -in
le =
Delta =
681
0.267 0°2. f
f
H
H
1
1
1
1
1
1
e
1
1
1
1
1
AMMM"m
FA 6C:A ST T;A Q,ltNd 4d:Cltt ,. • -
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
6.5FT RETAINING WALL (UPPER 1/3)
GIVEN:
DESIGN:
b = 26.000 in
d = 4.000 in 18, = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
A, = 0.440 in2
f-*ma's
4S = 0.0042P(actmd)
bd
ES= 0.85 Ec d'A c b _
Ec= 0.0397
AsfY
0.002 <ES < 0.005 = INTERPOLA7E
ES 5 0.002 => 0 = 0.65
ES>_ 0.005 => 0 = 0.90
200
P.m = = 0.0033
fy
m=
fy — 14.12
0.85 f,
1
Rn = pfy 1— 2 pm = 246.27 psi
OM., = OR„bd
2 = 7,683 ft-lb
0 V , = 0 2 f bd ' = 11030.87 lb
PYn = O V, = 11,031 lb Reference:
ACI 318-02
V—",.33
1
1
1
1
1
a WI _ .-MIME
y
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
6.5FT RETAINING WALL (LOWER 2/3)
GIVEN:
b = 52.000 in
d = 4.000 in
fc = 5,000 psi
fy = 60,000 psi
k = 2.470 in
A = 0.85
0 Flexure = 0.90
0 Shear = 0.75
DESIGN: 3-j 3 ' !/ -/-, 3 - 'w 3' -'V— — #q / gr- -
Aactual> - ba =
0.0119 V _ 2 f bd ' = 22061.73 lb
Es=0.85Ec
dAfcb _
Ec= 0.0122
As.fr
0.002 <ES < 0.005 = INTERPOLA7E
ES<_ 0.002=:> 0 = 0.65
ES>_ 0.005 => 0 = 0.90
200
Pmio = f =
0.0033
Y
mfy
14.12 0.
85 f' 1
R„ =
pfy 1- 2 pm = 652.78 psi OM„ =
OR„bd2 = 40,733 ft-lb 4
Un = <P v, = 22,062 lb Reference:
ACI 318-02
1
1
1
1
L =
Bear =
12
0
ft
in
f' ry 1w7
w = 1486 plf
b =
h =
78
6
in
in
d = 4 in
As = 2.32 inA2
d' = 0 in
Ns = 0 in^2
fc = 5000 psi
Ma = 303392 lb -in
Ec = 4030509 psi
Es = 29000000 psi
n = 7.20
fr = 530 psi
Ig = 1404 inA4
Yt = 3.000 in Equation Check for X
X = 1.11 in 48.05 48.24
Icr = 175.0 inA4
Mcr = 248194 lb -in
le = 848
Delta = 0.203 X .-.-I .g = e7, C/6 re
4j(;3c/
sra'cq"af t.c.eHxosooxss
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
6.5FT RETAINING WALL (LOWER 2/3)
GIVEN:
b = 52.000 in
d = 4.000 in
fc = 5,000 psi
fy = 60,000 psi
AS = 3.490 in
81 = 0.85
0 Flexure = 0.90
0 Shear = 0.75
DESIGN: O3, $t`ll 0;z-06—) z-wcp, -V--0 F7-
b , =
0.0168 0 V , _ 0 2 f bd ' = 22061.73 lb
ES= 0.85 cc d'Af'c b -
EC= 0.0078
AS.fr
0.002 <ES < 0.005 = INTERPOLATE
ES<_0.002=>0=0.65
ES>_ 0.005 0 = 0.90
200
p, = = 0.0033
f. Y
m =
fy - 14.12
0.85f,
1
R,, = pfy 1— 2 pm = 887.49 psi
OM,, = OR„bd
2 = 55,380 ft-lb
Yn = P Vc — 22,062 lb
Reference: ACI 318-02
L
L=
Bear =
w=
h=
d=
As =
d' _
Xs =
fc =
Ma =
Ec =
Es =
n=
fr =
Ig =
Yt =
X=
Icr =
Mcr =
le =
Delta =
13.2 ft
0 in
1485.41 plf
78 in
6 in
4 in
4.05 inA2
0 in
0 inA2
5000 psi
368867 lb -in
4030509 psi
29000000 psi
7.20
530 psi
1404 in^4
V,.r-'a`" S
3.000 in Equation Check for X
1.39 in 1 75.35 76.06
268.3 in^4
248194 lb -in
614
0.410
V-.37
PR6.6:ASt T@Cf4NO O QIQS «
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
7.5FT RETAINING WALL (UPPER 1/3)
GIVEN:
b = 30.000 in
d = 4.000 in ,13 = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
A., = 0.440 in'
DESIGN:'
4S — 0.0037P(aclual) bd
Es= 0.85 cc d'Af'c b —
EC= 0.0463
Asffr
0.002 <ES < 0.005 = INTERPOLA7E
Es<_0.0020=0.65 Es>_
0.005 0 = 0.90 200
pmm = =
0.0033 fy
rrt =
fy —
14.12 0.
85 fc 1
Rn =
pfy 1— 2 pm = 214.31 psi OM„ =
OR„ bd 2 =
7,715 ft-lb 0
V,_ 0 2 f c bd '=
12727.92 lb 0
Un = <,b V, = 12,728 lb Reference:
ACI 318-02
I'I
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
7.5FT RETAINING WALL (LOWER 2/3)
GIVEN:
b = 60.000 in
d = 4.000 in
fc = 5,000 psi
fy = 60,000 psi
As = 3.310 in
q1 = 0.85
0 Flexure = 0.90
0 Shear = 0.75
DESIGN:
Aa = 0.0138 0 p , = 0 2 f bd ' = 25455.84 lb
Es= 0.85 cc dAf'cb _ Ec= 0.0101
ASfY
0.002 <ES < 0.005 = INTERPOLATE
ES < 0.002 => = 0.65
ES>_ 0.005 => = 0.90
200
p., = = 0.0033
f. Y
m= " = 14.12
0.85 f'
1
k = pfy 1— 2 PM) m = 746.94 psi
OM,, = OR„bd
2 = 53,780 ft-lb
P T--1Z = P v, = 25,456 lb
Reference: ACI 318-02
L=
Bear
w=
h=
d=
As =
d' _
A's =
fc =
Ma =
Ec =
Es =
n=
fr =
Ig =
Yt =
X=
Icr =
Mcr =
le =
Delta =
12 ft
0 in
1963 plf
90 in
6 in
4 in
2.94 inA2
0 in
0 inA2
5000 psi
400779 lb -in
4030509 psi
29000000 psi
7.20
530 psi
1620 inA4
3.000 in Equation Check for X
1.16 in 60.55 60.08
217.4 inA4
286378 lb -in
729
0.312
7
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
gb pTEro.
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
8.5FT RETAINING WALL (UPPER 1/3)
GIVEN:
b = 34.000 in
d = 4.000 in 3, = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
As = 0.550 in'
DESIGN:
4, = 0.0040Ptu = bd
ES= 0.85 Ec d'Af'c b —
Ec= 0.0417
As.fr
0.002 <Es < 0.005 = INTERPOLATE
ES <_ 0.002 = 0.65
ES>_ 0.005 => = 0.90
200
pmi. = = 0.0033
fy
m =
fy = 14.12
0.85 fc
1
R„ = pfy 1— 2 pm = 235.72 psi
OM„ = ,OR„bd2 = 9,617 ft-lb
0 V c= 0 2 f bd '= 14424.98 lb
0 V1z = 0 V, = 14,425 lb
Reference: ACI 318-02
1
1
1
1
1
1
V
lR f:C RST T6C k6M ac iiS:
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
8.5FT RETAINING WALL (LOWER 2/3)
GIVEN:
b = 68.000 in
d = 4.000 in
fe = 5,000 psi
fy = 60,000 psi
4.300 in'
Q, = 0.85
0 Flexure = 0.90
0 Shear = 0.75
DESIGN:
P(actua) = d =
0.0158 0 V , = 0 2 Vf,bd ' = 28849.96 lb
ES= 0.85 Ec d'Af'c
b _
Ec= 0.0084
4SJ Y
0.002 <ES < 0.005 = INTERPOLA7E
ES <— 0.002 => 0 = 0.65
ES>— 0.005 =:> 0 = 0.90
200
pmm = f =
0.0033
r
m=
fy — 14.12
0.85f,
1
R„ = pfy 1— 2 pm = 842.68 psi
OM,; = ,OR,,bd
2 = 68,763 ft-lb
0Vn = 0 v, = 28,850 lb
Reference: ACI 318-02
l
L = 11.2 ft
Bear = 0 in
w = 2505.26 plf
b = 102 in
h = 6 in
d = 4 in
As = 4.91 in^2
d' = 0 in
Ns = 0 inA2
fc = 5000 psi
Ma = 443748 lb -in
Ec = 4030509 psi
Es = 29000000 psi
n = 7.20
fr = 530 psi
Ig = 1836 in^4
Yt = 3.000 in Equation Check for X
X = 1.35 in 92.95 93.62
Icr = 331.7 in^4
Mcr = 324562 lb -in
le = 920
Delta = 0.239 v 2 0 = . C/ 7r
25-;pQ*-(24 15
P -?
an `
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Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271
Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122
i•q'ea,st rEcwwo-ac;ss ,
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
Post Loads - Ultimate Moments (Mu lb-ft) - Retaininq Onlv
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 0 3783 4413 5044 5674 6305
3.5 0 9753 11379 13004 14630
4.5 0 19989 23320 26652
5.5 0 35635 41574
6.5 0 57837 67476
7.5 0 87740
8.5 0 126491
Post Loads - Ultimate Shears (Vu lbs) - Retainina Onlv
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 0 4613 5382 6150 6919 7688
3.5 0 8683 10130 11577 13024
4.5 0 14024 16361 18698
5.5 0 20636 24075
6.5 0 28520 33273
7.5 0 37675
8.5 1 0 1 48101
Post Loads - Eccentricity (e ft) - Retaininq Onlv
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 0 0.8201 0.8201 0.8201 0.8201 0.8201
3.5 0 1.1233 1.1233 1.1233 1.1233
4.5 0 1.4253 1.4253 1.4253
5.5 0 1.7268 1.7268
6.5 0 2.0279 2.0279
7.5 0 2.3289
8.5 0 2.6297
h
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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PROCAST TEC149OL0044S
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Sox 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
Post Loads - Ultimate Moments (Mu lb-M - 110mph Wind SDeed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 11251 13127 15002 16877 18752
3.5 6 18580 21676 24773 27869
4.5 6 30173 35202 40230
5.5 6 47177 55039
6.5 6 70737 82526
7.5 6 101998
8.5 6 142106
Post Loads - Ultimate Shears Nu lbs) - 110mph Wind Sneed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 5971 6966 7961 8956 9951
3.5 6 10040 11714 13387 15061
4.5 6 15382 17945 20509
5.5 6 21994 25660
6.5 6 29878 34857
7.5 6 39033
8.5 6 49459
Post Loads - Ultimate Moments (Mu lb-ft) - 120mph Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 12671 14783 16895 19006 21118
3.5 6 20257 23633 27010 30386
4.5 6 32109 37460 42812
5.5 6 49371 57599
6.5 6 73189 85387
7.5 6 104708
8.5 6 1 145075
Post Loads - Ultimate Shears Nu lbs) - 120mph Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 6229 7267 8305 9343 10381
3.5 6 10299 12015 13731 15448
4.5 6 15640 18246 20853
5.5 6 22252 25961
6.5 6 30136 35158
7.5 6 39291
8.5 1 6 49717
1
1
1
1
1
1
1
1
1
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
Post Loads - Ultimate Moments (Mu lb-ft) - 110mph Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 15551 18143 20735 23327 25919
3.5 8 23332 27221 31109 34998
4.5 8 35378 41274 47171
5.5 8 52835 61640
6.5 8 76847 89655
7.5 8 108561
8.5 8 149122
Post Loads - Ultimate Shears Nu lbs) - 110mph Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 6423 7494 8564 9635 10705
3.5 8 10493 12242 13991 15740
4.5 8 15834 18473 21112
5.5 8 22447 26188
6.5 8 30330 35385
7.5 8 39485
8.5 8 49912
Post Loads - Ultimate Moments (Mu lb-M - 120mph Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 17788 20753 23718 26682 29647
3.5 8 25913 30232 34551 38870
4.5 8 38303 44687 51071
5.5 8 56104 65455
6.5 8 80461 93871
7.5 8 112519
8.5 8 153424
Post Loads - Ultimate Shears Nu lbs) - 120mnh Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 6767 7895 9023 10151 11279
3.5 8 10837 12643 14450 16256
4.5 8 16178 18875 21571
5.5 8 22791 26589
6.5 8 30674 35787
7.5 8 39829
8.5 8 1 50256
J'
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 352/588-0122
Post Loads - Ultimate Moments (Mu lb-ft) - 130mnh Wind Sneed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 14214 16583 18952 21321 23690
3.5 6 22081 25761 29441 33121
4.5 6 34213 39915 45617
5.5 6 51755 60381
6.5 6 75854 88496
7.5 6 107654
8.5 6 148301
Post Loads - Ultimate Shears Nu lbs) - 130mph Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 6509 7594 8679 9764 10849
3.5 6 10579 12342 14106 15869
4.5 6 15920 18574 21227
5.5 6 22533 26288
6.5 6 30416 35486
7.5 6 39571
8.5 1 6 49998
Post Loads - Ultimate Moments /Mu lb-ft) - 140mnh Wind Sneed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 15880 18527 21174 23821 26467
3.5 6 24050 28059 32067 36075
4.5 6 36485 42566 48647
5.5 6 54331 63386
6.5 6 78732 91854
7.5 6 110835
8.5 6 151785
Post Loads - Ultimate Shears Nu lbs) - 140mnh Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 6812 7948 9083 10218 11354
3.5 6 10882 12696 14510 16323
4.5 6 16223 18927 21631
5.5 6 22836 26642
6.5 6 30719. 35839
7.5 6 39874
8.5 6 50301
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
Post Loads - Ultimate Moments (Mu lb-M - 130mph Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 20220 23590 26960 30330 33700
3.5 8 28719 33505 38292 43078
4.5 8 41483 48397 55311
5.5 8 59658 69601
6.5 8 84388 98453
7.5 8 116821
8.5 8 158100
Past Loads - Ultimate Shears (Vu lbs) - 130mph Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 7141 8332 9522 10712 11902
3.5 8 11211 13080 14948 16817
4.5 8 16552 19311 22070
5.5 8 23165 27026
6.5 8 31049 36223
7.5 8 40203
8.5 1 8 1 50630
Post Loads - Ultimate Moments (Mu lb-ft) - 140mvh Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 22846 26653 30461 34269 38076
3.5 8 31749 37040 42332 47623
4.5 8 44917 52403 59889
5.5 8 63496 74078
6.5 8 88630 103402
7.5 8 121467
8.5 1 8 163150
Post Loads - Ultimate Shears (Vu lbs) - 140mph Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 7545 8803 10061 11318 12576
3.5 8 11615 13551 15487 17423
4.5 8 16956 19783 22609
5.5 8 23569 27497
6.5 8 31453 36695
7.5 8 40607
8.5 1 8 1 51034
u
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
Post Loads - Ultimate Moments (Mu lb-M - 146mph Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 16940 19763 22586 25409 28233
3.5 6 25302 29519 33736 37953
4.5 6 37930 44251 50573
5.5 6 55968 65296
6.5 6 80562 93989
7.5 6 112857
8.5 1 6 1 154000
Post Loads - Ultimate Shears Nu lbs) - 146mah Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 7005 8172 9340 10507 11675
3.5 6 11075 12920 14766 16612
4.5 6 16416 19152 21888
5.5 6 23028 26866
6.5 6 30912 36064
7.5 6 40067
8.5 6 50493
W
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
Post Loads - Ultimate Moments (Mu lb-ft) - 146mph Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 24515 28600 32686 36772 40858
3.5 8 33674 39287 44899 50512
4.5 8 47099 54949 62799
5.5 8 65935 76924
6.5 8 91326 106547
7.5 8 124419
8.5 8 166359
Post Loads - Ultimate Shears (Vu lbs) - 146mph Wind Speed
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 7802 9103 10403 11703 13004
3.5 8 11872 13851 15829 17808
4.5 8 17213 20082 22951
5.5 8 23826 27797
6.5 8 31709 36994
7.5 8 40864
8.5 1 8 1 51290
F
k
11
fir/o
Post Reinforcement Schedule - Retainina Wall Only
3
Ret. Wall
Ht. (ft)
Post Size
Post Spacing (ft)
12 14 16 18 20
2.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's 6-# 5's
3.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's
4.5 16x16 6-# 5's 6-# 5's 6-# 5's
a
0
2
5.5 18x18 6-# 5's 6-# 5's
6.5 18xl8 6-# 6's 6-# 6's
7.5 18x18 6-# Ts
8.5 18x18 1 6-# 8's
Post Reinforcement Schedule - Combination Wall - 110 MPH - Exposure B
Ret. Wall Post Spacing (ft)
12 14 16 18 20Ht. (ft)
Post Size
2.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's 6-# 5's
3.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's
4.5 16xl6 6-# 5's 6-# 5's 6-# 5's
a ZrX
5.5 18xl8 6-# 5's 6-# 5's
6.5 18xl8 6-# 6's 6-# 6'sLLm
7.5 18xl8 6-# Tso
8.5 18xl8 6-# 8's
Ret Wall Post Spacing (ft)
12 14 16 18 20Ht. (ft)
Post Size
2.5 16xl6 6-# 5's 6-# 5's 6-# 5's 6-# 5's 6-# 5's
3.5 16xl6 6-# 5's 6-# 5's 6-# 5's 6-# 5's
4.5 16xl6 6-# 5's 6-# 5's 6-# 5's
a 5.5 18x18 6-# 5's 6-# 5's
6.5 18x18 6-# 6's 6-# Tsm
7.5 18xl8 6-# 8'sCO
8.5 18x18 6-# 8's
Post Reinforcement Schedule - Combination Wall - 120 MPH - Exposure B
Ret. Wall Post Spacing (ft)
12 14 16 18 20Ht. (ft)
Post Size
2.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's 6-# 5's
3.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's
4.5 16xl6 6-# 51s . 6-# 5's 6-# 5's
a 5.5 18x18 6-# 5's 6-# 5's
6.5 18x18 6-# 6's 6-# 6's
7.5 18xl8 6-# Ts00
8.5 18xl8 6-# 8's
Ret. Wall Post Spacing (ft)
12 14 16 18 20Ht. (ft)
Post Size
s 2.5 16xl6 6-# 5's 6-# 5's 6-# 5's 6-# 5's 6-# 5's
3.5 16xl6 6-# 5's 6-# 5's 6-# 5's 6-# 5's
10 4.5 16x16 6-# 5's 6-# 5's 6-# 5's
a 5.5 18xl 8 6-# 5's 6-# 5's
6.5 18x18 6-# 6's 6-# Ts
ao 7.5 18xl8 6-# Ts
8.5 18xl8 6-# 8's(1)
1) #3 Uouble Stirrups L b- O.C. Maximum
H Sl1
1 Pnct Rainfnrr_PmPnt Schedule - Combination Wall - 130 MPH - Exoosure B
1
H
11
n
1
I-
I
Ret. Wall Post Spacing (ft)
Ht. (ft)
Post Size
12 14 16 18 20
2.5 16xl6 6-# 5's 6-# 5's 6-# 5's 6-# 5's 6-# 5's
3.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's
4.5 16x16 6-# 5's 6-# 5's 6-# 5's
Ix 5.5 18xl8 6-# 5's 6-# 5's
6.5 18x18 6-# 6's 6-# 6's
LL
co 7.5 18x18 6-# Ts
8.5 18x18 6-# 8's
Ret. Wall Post Spacing (ft)
3 Ht. (ft)
Post Size
12 14 16 18 20
3 2.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's 6-# 5's
3.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's
4.5 16x16 6-# 5's 6-# 5's 6-# 6's
a 5.5 18xl8 6-# 5's 6-# 6's
6.5 18x18 6-# 6's 6-# Ts
LL
ao 7.5 18x18 6-# Ts
8.5 18x18 6-# 9's(1)
1) #3 Double Stirrups (a_) 5" o.c. Maximum
Pnct RPinfnrr_Pment Schedule - Combination Wall - 140 MPH - Exposure B
Ret. Wall Post Spacing (ft)
12 14 16 18 20Ht. (ft)
Post Size
2.5 16xl6 6-# 5's 6-# 5's 6-# 5's 6-# 5's 6-# 5's
JU C 3.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's
4.5 16x16 6-# 5's 6-# 5's 6-# 5's
5.5 18x18 6-# 5's 6-# 6'sIX
6.5 18xl8 6-# 6's 6-# Ts
co 7.5 18x18 6-# TsQ
8.5 18x18 6-# 8's(1)
Ret. Wall Post Spacing (ft)
12 14 16 18 20voHt. (ft)
Post Size
m2.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's 6-# 5's
3.5 16xl6 6-# 5's 6-# 5's 6-# 5's 6-# 5's
4.5 16x16 6-# 5's 6-# 5's 6-# 6's
a 5.5 18x18 6-# 6's 6-# 6's
6.5 18x18 6-# Ts 6-# Ts
IX
ILL
ao 7.5 18x18 6-# 8's
8.5 18x18 6-# 9's(1)
1) #3 Double Stirrups (a0 5" o.c. Maximum
Pnct RPinfnrrPmpnt SchPdidP - Cnmhinatinn Wall - 146 MPH - Exnosure B
3
Ret. Wall
Ht. (ft)
Post Size Post Spacing (ft)
12 14 16 18 20
2.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's 6-# 5's
3.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's
4.5 16x16 6-# 5's 6-# 5's 6-# 5's
IX Ct
co
5.5 18x18 6-# 5's 6-# 6's
6.5 18x18 6-# 6's 6-# 7's
7.5 18x18 6-# 7's
8.5 18x18 6-# 8's(1)
3
JU y
Ret. Wall
Ht. (ft)
Post Size Post Spacing (ft)
12 14 16 18 20
2.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's 6-# 5's
3.5 16x16 6-# 5's 6-# 5's 6-# 5's 6-# 5's
4.5 16x16 6-# 5's 6-# 6's 6-# 6's
a 5.5 18x18 6-# 6's 6-# 6's
m
ao
6.5 18x18 6-# 7's 6-# 7's
7.5 18x18 6-# 8's
8.5 18x18 6-# 9's(1)
1) #3 Double Stirrups L 5" o.c. Maximum
1
1
1
1
1
1
1
1
1
1
1
PR6Q AST TSCIRNO E6 q#W.3 _
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P_O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
16A6 POST DESIGN
GIVEN:
b = 14.000 in
d = 13.500 in ,13, = 0.85
fe = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
AS = 0.930 in
DESIGN: - S
P(aclual) — Aa = 0.0049 0 v , = 0 2 ff, bd ' _ 20046..4E lb
Es= 0.85 cc d,Af 'c b -
Ec= 0.0337
s Y
0.002 <ES < 0.005 = INTERPOLATE
ES<_0.0020.65 ES>_
0.005 = 0.90 200
P.
i. = f = 0.
0033 y
m =
f' -
14.12 0.
85 f, 1
Rn =
Pfy 1— 2 Pm = 284.98 psi OMn =
ORnbd 2 =
54,535 ft-lb Y ,
Y , = lb A
Reference:
ACI 318-02
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
16x16 POST DESIGN
GIVEN:
b = 14.000 in
d = 13.500 in 3, = 0.85
fc = 5,000 psi Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
AS = 1.320
a
in
DESIGN: c
AS — 0.0070Aactuar> bd
ES = 0.85 Ec d ' Af'c
b -
Ec = 0.0229
Asfr
0.002 <es < 0.005 = INTERPOLATE
ES<_ 0.002 = 0.65
ES>0.005 =0.90
200
per, = = 0.0033
f. Y
m=
f' - 14.12
0.85 f,
1
Rn = pfy 1— 2 pm = 398.39 psi
Wn = ¢Rnbdz = 76,237 ft-lb
0 V _ //0 2 f, bd /' _ - 20@4b-4'8lb 1/
fE 4 f: l-I r- Tin =
Tom, _ -20;046 lb Reference:
ACI 318-02
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 352/588-0122
18x18 POST DESIGN
GIVEN:
b = 16.000 in
d = 15.500 in 161 =
0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi Shear = 0.75
0.930 in
DESIGN:
As = 0.0038
bd
Es= 0.85 EC d'Af'c b —
EC= 0.0452
AsfY
0.002 <Es < 0.005 = INTERPOLATE
ES<_0.0020.65 ES>_
0.005 = 0.90 200
pmm =
f = 0.
0033 y
m =
fy -
14.12 0.
85 fC 1
Rn =
pfy 1— 2 pm = 219.04 psi 0M„ =
OR„bd 2 =
63,150 ft-lb 0
V c = 0 2 V fc bd ' _ — 304.37 lb vsc
Z 's 3 t '- In z
O
Vn — O Vc — 26,3lb vs® t
b Reference: ACI
318-02
1
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Florida Engineering Solutions, Inc- - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
18x18 POST DESIGN
GIVEN:
b = 16.000 in
d = 15.500 in j3, = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
1.320 in
DESIGN: 6 ' * Z ' S
4S = 0.0053p(actual) bd
ES= 0.85 Ec d 'Af'c b _
Ec= 0.0309
As.fr
0.002 <ES < 0.005 = INTERPOLATE
ES <_ 0.002 => 0 = 0.65
ES >_ 0.005 => 0 = 0.90
200
P>nin = =
0.0033
fY
m =
f' = 14.12
0.85 f,'
1
R„ = pfy 1— 2 pm = 307.36 psi
OM,, = ORn bd
2 = 88,611 ft-lb
0 v _ 0 2 f, bd ' = -3 7 lb
Cp Tl7z = v, _ 46-,,3' lb
Reference; ACI 318-02
1
1
1
1
1
1
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1
1
1
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
18A 8 POST DESIGN
GIVEN:
b = 16.000 in
d = 15.500 in
fc = 5,000 psi
fy = 60,000 psi
1.800 in
DESIGN:
S
0.0073
bd
ES= 0.85 Ec d'Af'c b _
Ec= 0.0219
As.fr
0.002 <ES < 0.005 = INTERPOLATE
ES<_0.002=:>0=0.65
ES> 0.005 => 0 = 0.90
200
pmm = = 0.0033
fy
m =
fy - 14.12
0.85 f,
R„ = pfy 1—
1
2 pm = 413.17 psi
OM„ = R„ bd 2 = 119,118 ft-lb
18, = 0.85
Flexure = 0.90
0 Shear = 0.75
0 V , = 0 2 V f, bd _ -Z6394-37 lb
0 Tin = Tom, lb
Reference: ACI 318-02
lR B,C X'.CT 7BCiCM0 0044E S
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 3521588-0122
18X18 POST DESIGN
GIVEN:
b = 16.000 in
d = 15.500 in )6 = 0.85
fc = 5,000 psi 0 Flexure = 0.90
fy = 60,000 psi Shear = 0.75
2.370 in
DESIGN: -
r
P(octual)
A' -
0.0096 0 V , = 0 2 .f bd
L aUGC
ES= 0.85 Ec d Af'c b -
Ec= 0.0159
As.fr
0.002 <ES < 0.005 = INTERPOLATE
ES:50.002=:>gi=0.65
Es>— 0.005 => 0 = 0.90
200
0.003 3
fy
m=
fy = 14.12
0.85 f,
1
R„ = pfy 1- 2 pm = 534.71 psi
OM,, = OR„ bd
2 = 154,156 ft-lb
V,=¢V,_, =,-lb
o2,f So t
z
its
Reference: ACI 318-02
Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
18x18 POST DESIGN
GIVEN:
b = 16.000 in
d = 15.500 in
l =
0.85
fc = 5,000 psi O Flexure = 0.90
fy = 60,000 psi 0 Shear = 0.75
3.000 in'
tg
DESIGN: —
AS = 0.0121
bd
ES = 0.85 cc d' A f'c b _
Ec = 0.0119
As.fY
0.002 <cs < 0.005 = INTERPOLATE
Es <_ 0.002 = 0.65
cs>_ 0.005 = 090
200
p,,j, = = 0.0033
fy
m =
fy = 14.12
0.85. f,
R„ = pfy (2
1— pm = 663.83 psi
OM,,= OR„bd2 = 191,382 ft-lb
0 V , = 0 2 f bd ' = 26304.37 lb
4PV1z = (PV, = 26,304 lb
Reference: ACI 318-02
DSF Loads - Resultant Force (P lbs) - Retainim Only
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 0 2883 3363 3844 4324 4805
3.5 0 5427 6331 7235 8140
4.5 0 8765 10226 11686
5.5 0 12898 15047
6.5 0 17825 20796
7.5 0 23547
8.5 0 30063
DSF Loads - Eccentricity (e ft) - Retainina Only
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 0 0.82 0.82 0.82 0.82 0.82
3.5 0 1.12 1.12 1.12 1.12
4.5 0 1.43 1.43 1.43
5.5 0 1.73 1.73
6.5 0 2.03 2.03
7.5 0 2.33
8.5 0 2.63
E-11
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
DSF Loads - Resultant Force (P lbs) - 110 MPH - Exposure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 3732 4354 4976 5597 6219
3.5 6 6275 7321 8367 9413
4.5 6 9613 11216 12818
5.5 6 13746 16037
6.5 6 18674 21786
7.5 6 24395
8.5 6 30912
DSF Loads - Eccentricity (e M - 110 MPH - Exposure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 1.88 1.88 1.88 1.88 1.88
3.5 6 1.85 1.85 1.85 1.85
4.5 6 1.96 1.96 1.96
5.5 6 2.14 2.14
6.5 6 2.37 2.37
7.5 6 2.61
8.5 6 2.87
DSF Loads - Resultant Force (P lbs) - 120 MPH - Exposure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 3893 4542 5191 5839 6488
3.5 6 6437 7509 8582 9655
4.5 6 9775 11404 13033
5.5 6 13908 16225
6.5 6 18835 21974
7.5 6 24557
8.5 1 6 31073
DSF Loads - Eccentricity (e ft) - 120 MPH - Exposure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 2.12 2.12 2.12 2.12 2.12
3.5 6 2.02 2.02 2.02 2.02
4.5 6 2.09 2.09 2.09
5.5 6 2.24 2.24
6.5 6 2.45 2.45
7.5 6 2.68
8.5 6 2.93
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
DSF Loads - Resultant Force (P lbs) - 110 MPH - Exaosure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 4015 4684 5353 6022 6691
3.5 8 6558 7651 8744 9837
4.5 8 9896 11546 13195
5.5 8 14029 16367
6.5 8 18956 22116
7.5 8 24678
8.5 1 8 31195
DSF Loads - Eccentricity le ft) - 110 MPH - Exaosure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 2.42 2.42 2.42 2.42 2.42
3.5 8 2.22 2.22 2.22 2.22
4.5 8 2.23 2.23 2.23
5.5 8 2.35 2.35
6.5 8 2.53 2.53
7.5 8 2.75
8.5 1 8 1 2.99
DSF Loads - Resultant Force (P lbs) - 120 MPH - Exposure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 4230 4935 5640 6344 7049
3.5 8 6773 7902 9031 10160
4.5 8 10111 11797 13482
5.5 8 14244 16618
6.5 8 19172 22367
7.5 8 24893
8.5 8 31410
DSF Loads - Eccentricity (e ft) - 120 MPH - Exposure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 2.77 2.77 2.77 2.77 2.77
3.5 8 2.47 2.47 2.47 2.47
4.5 8 2.42 2.42 2.42
5.5 8 2.50 2.50
6.5 8 2.65 2.65
7.5 8 2.85
8.5 1 8 1 3.07
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Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.
O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 DSF
Loads - Resultant Force (P lbs) - 130 MPH - Exaosure B H (
ft) HP (ft) Post
Spacing (ft) 12
14 16 18 20 2.
5 6 4068 4746 5424 6102 6781 3.
5 6 6612 7714 8816 9918 4.
5 6 9950 11609 13267 5.
5 6 14083 16430 6.
5 6 19010 22179 7.
5 6 24732 8.
5 6 31248 DSF
Loads - Eccentricity (e ft) - 130 MPH - Exposure B H (
ft) HP (ft) Post
Spacing (ft) 12
14 16 18 20 2.
5 6 2.18 2.18 2.18 2.18 2.18 3.
5 6 2.09 2.09 2.09 2.09 4.
5 6 2.15 2.15 2.15 5.
5 6 2.30 2.30 6.
5 6 2.49 2.49 7.
5 6 2.72 8.
5 6 2.97 nSF
1 nads - Resultant Force (P Ibs) - 140 MPH - Exaosure B H (
ft) HP (ft) Post
Spacing (ft) 12
14 16 18 20 2.
5 6 4258 4967 5677 6387 7096 3.
5 6 6801 7935 9068 10202 4.
5 6 10140 11829 13519 5.
5 6 14272 16651 6.
5 6 19200 22400 7.
5 6 24921 8.
5 1 6 1 31438 DSF
Loads - Eccentricity (e ft) - 140 MPH - Exaosure B H (
ft) HP (ft) Post
Spacing (ft) 12
14 16 18 20 2.
5 6 2.44 2.44 2.44 2.44 2.44 3.
5 6 2.27 2.27 2.27 2.27 4.
5 6 2.29 2.29 2.29 5.
5 6 2.41 2.41 6.
5 6 2.59 2.59 7.
5 1 6 2.80 8.
5 1 6 3.04
11
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
DSF Loads - Resultant Force (P lbs) - 130 MPH - Exnosure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 4463 5207 5951 6695 7439
3.5 8 7007 8175 9343 10511
4.5 8 10345 12069 13794
5.5 8 14478 16891
6.5 8 19405 22640
7.5 8 25127
8.5 1 8 1 31644
DSF Dads - Eccentricity (e ft) - 130 MPH - Exnosure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 2.83 2.83 2.83 2.83 2.83
3.5 8 2.56 2.56 2.56 2.56
4.5 8 2.51 2.51 2.51
5.5 8 2.58 2.58
6.5 8 2.72 2.72
7.5 8 2.91
8.5 1 8 3.12
DSF Lads - Resultant Force (P lbs) - 140 MPH - EXDosure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 4716 5502 6288 7074 7860
3.5 8 7260 8470 9679 10889
4.5 8 10598 12364 14130
5.5 8 14731 17186
6.5 8 19658 22934
7.5 8 25380
8.5 1 8 1 31896
DSF Loads - Eccentricity (e ft) - 140 MPH - Exnosure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 3.20 3.20 3.20 3.20 3.20
3.5 8 2.83 2.83 2.83 2.83
4.5 8 2.71 2.71 2.71
5.5 8 2.74 2.74
6.5 8 2.85 2.85
7.5 8 3.02
8.5 8 3.22
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
DSF Loads - Resultant Force (P lbs) - 146 MPH - Exposure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 4378 5108 5837 6567 7297
3.5 6 6922 8075 9229 10383
4.5 6 10260 11970 13680
5.5 6 14393 16791
6.5 6 19320 22540
7.5 6 25042
8.5 1 6 1 31558
DSF Loads - Eccentricity (e ft) - 146 MPH - Exposure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 6 2.42 2.42 2.42 2.42 2.42
3.5 6 2.28 2.28 2.28 2.28
4.5 6 2.31 2.31 2.31
5.5 6 2.43 2.43
6.5 6 2.61 2.61
7.5 6 2.82
8.5 6 3.05
1
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Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300
P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122
DSF Loads - Resultant Force (P lbs) - 146 MPH - Exposure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 4876 5689 6502 7315 8127
3.5 8 7420 8657 9893 11130
4.5 8 10758 12551 14344
5.5 8 14891 17373
6.5 8 19818 23121
7.5 8 25540
8.5 8 32057
DSF Loads - Eccentricity (e ft) - 146 MPH - Exposure B
H (ft) HP (ft)
Post Spacing (ft)
12 14 16 18 20
2.5 8 3.14 3.14 3.14 3.14 3.14
3.5 8 2.84 2.84 2.84 2.84
4.5 8 2.74 2.74 2.74
5.5 8 2.77 2.77
6.5 8 2.88 2.88
7.5 8 3.04
8.5 1 8 1 3.24
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Drilled Shaft Foundation Depth Schedule - Combination Wall - 140 MPH - Exposure B
Ret. Within Water Table Out of Water Table
Wall Ht. Post Spacing (ft) Post Spacing (ft)
0
o
ft) 12 14 16 18 20 12 14 16 18 20
2.5 72 in 75 in 81 in 84 in 90 in 54 in 57 in 60 in 63 in 66 in
3.5 87 in 93 in 99 in 102 in 63 in 69 in 72 in 75 in
c 4.5 102 in 111 in 117 in 75 in 81 in 87 in
5.5 120 in 129 in 90 in 96 in
a 6.5 138 in 150 in 102 in 1 108 in
7.5 156 in 114 in
O
8.5 177 in 129 in
Ret. Within Water Table Out of Water Table
Wall Ht. Post Spacing (ft) Post Spacing (ft)
O
a
ft) 12 14 16 18 20 12 14 16 18 20
3 2.5 78 in 81 in 87 in 90 in 96 in 57 in 63 in 66 in 69 in 72 in
3.5 90 in 96 in 102 in 108 in 69 in 72 in 75 in 81 in
4.5 108 in 114 in 120 in 78 in 84 in 90 in
i 5.5 123 in 132 in 90 in 99 in
6.5 14.1 in 153 in 105 in 111 in
U- 7.5 159 in 117 in 4-1
p
8.5 177 in 129 in
Drilled Shaft Foundation Depth Schedule - Combination Wall - 146 MPH - Exposure B
Ret. Within Water Table Out of Water Table
Wall Ht. Post Spacing (ft) Post Spacing (R)
ca
ft) 12 14 16 18 20 12 14 16 18 20
3 2.5 72 in 78 in 81 in 87 in 90 in 54 in 57 in 60 in 69 in 72 in
3.5 87 in 93 in 99 in 105 in 66 in 69 in 72 in 81 in
ii 4.5 105 in 111 in 117 in 75 in 81 in 87 in
5.5 120 in 129 in 90 in 96 in
a 6.5 138 in 150 in 102 in 108 in
7.5 159 in 114 in
O
8.5 177 in 129 in
Ret. Within Water Table Out of Water Table
L
Wall Ht. Post Spacing (ft) Post Spacing (ft)
a
ft) 12 14 16 18 20 12 14 16 18 20
3 2.5 78 in 84 in 87 in 93 in 96 in 57 in 63 in 66 in 69 in 72 in
3.5 93 in 99 in 105 in 111 in 69 in 72 in 78 in 81 in
4.5 108 in 114 in 123 in 81 in 84 in 90 in
5.5 126 in 132 in 93 in 99 in
a it 6.5 141 in 153 in 105 in 111 in
7.5 159 in 117 in
p 8.5 177 in 132 in
I
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Drilled Shaft Foundation Depth Schedule - Combination Wall - 120 MPH - Exposure B
Ret. Within Water Table Out of Water Tabley
Wall Ht. Post Spacing (ft) Post Spacing (ft)
m
f#) 12 14 16 18 20 12 14 16 18 20
s 2.5 66 in 72 in 75 in 81 in 84 in 51 in 54 in 57 in 60 in 63 in
c 3.5 84 in 90 in 96 in 99 in 63 in 66 in 69 in 72 in
c 4.5 102 in 108 in 114 in 75 in 78 in 84 in
w 5.5 117 in 126 in 87 in 93 in
6.5 138 in 147 in 99 in 108 in
U 7.5 156 in 114 in
8.5 174 in 129 in
Ret. Within Water Table Out of Water Table
Wall Ht. Post Spacing (ft) Post Spacing (ft)
zz
ft) 12 14 16 18 20 12 14 16 18 20
3 2.5 72 in 78 in 81 in 87 in 90 in 54 in 57 in 60 in 63 in 66 in
3.5 87 in 93 in 99 in 105 in 66 in 69 in 72 in 78 in
c 4.5 102 in 111 in 117 in 75 in 81 in 87 in
5.5 120 in 129 in 90 in 96 in
cz 6.5 138 in 150 in 102 in 108 in
ILL 7.5 156 in 114 in
p
8.5 177 in 129 in
Drilled Shaft Foundation Depth Schedule - Combination Wall - 130 MPH - Exposure B
L Ret. Within Water Table Out of Water Table
Wall Ht. Post Spacing (ft) Post Spacing (ft)
ZZ
ft) 12 14 16 18 20 12 14 16 18 20
M 3 2.5 69 in 72 in 78 in 81 in 87 in 51 in 54 in 57 in 60 in 63 in
3.5 84 in 90 in 96 in 102 in 63 in 66 in 72 in 75 in
c 4.5 102 in 108 in 117 in 75 in 81 in 84 in
5.5 120 in 129 in 87 in 93 in
a (z 6.5 138 in 147 in 102 in 108 in
7.5 156 in 114 in
O
8.5 174 in 129 in
Ret. Within Water Table Out of Water Table
Wall Ht. Post Spacing (ft) Post Spacing (ft)
ft) 12 14 16 18 20 12 14 16 18 20
1
3 3 2.5 75 in 78 in 84 in 87 in 93 in 54 in 60 in 63 in 66 in 69 in
3.5 90 in 96 in 99 in 105 in 66 in 69 in 75 in 78 in
c 4.5 105 in 111 in 120 in 78 in 84 in 87 in
5.5 123 in 132 in 93 in 96 in
a cc 6.5 141 in 150 in 102 in 111 in
7.5 159 in 117 in
p
8.5 177 in 129 in
11
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1 Drilled Shaft Foundation Depth Schedule - Retaining Only
u
17
o Ret. Within Water Table Out of Water Table
2 Wall Ht. Post Spacing (ft) Post Spacing (ft)
ft) 12 14 16 18 20 12 14 16 18 20
0 2.5 54 in 57 in 60 in 66 in 69 in 39 in 42 in 45 in 48 in 51 in
i ,+ 3.5 72 in 78 in 84 in 87 in 54 in 57 in 60 in 63 in
3 4.5 93 in 99 in 105 in 69 in 72 in 78 in
c a 5.5 111 in 120 in 81 in 87 in
6.5 132 in 141 in 96 in 102 in
m 7.5 150 in 111 in
8.5 171 in 123 in
Drilled Shaft Foundation Depth Schedule - Combination Wall - 110 MPH - Exposure B
Ret. Within Water Table Out of Water Table
L
Wall Ht. Post Spacing (ft) Post Spacing (ft)
0
co
ft) 12 14 16 18 20 12 14 16 18 20
3 3 2.5 66 in 69 in 75 in 78 in 81 in 48 in 51 in 54 in 57 in 60 in
3.5 81 in 87 in 93 in 99 in 60 in 63 in 69 in 72 in
4.5 99 in 105 in 114 in 72 in 78 in 84 in
5.5 117 in 126 in 87 in 93 in
0. CE 6.5 135 in 147 in 99 in 108 in
U. 7.5 156in 114 in
8.5 174 in j126in
Ret. Within Water Table Out of Water TableL
Wall Ht. Post Spacing (ft) Post Spacing (ft)
0
ZZ cc
ft) 12 14 16 18 20 12 14 16 18 20
k 2.5 69 in 75 in 78 in 81 in 87 in 51 in 54 in 57 in 60 in 63 in
c 3.5 84 in 90 in 96 in 102 in 63 in 66 in 72 in 75 in
c 4.5 102 in 108 in 117 in 75 in 81 in 84 in
i w 5.5 120 in 129 in 87 in 93 in
Ct 6.5 138 in 147 in 102 in 108 in
ILL 7.5 156 in 114 in
p 8.5 174 in 129 in
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CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
PHONE # 407-302-2516 •FAX # 407-302-2526
DATE: PERMIT#:
D
BUSINESS NA E / PROJECT: llcA
ADDRESS: I I ? t1N
PHONE O.(—S 1 30—'1-FAX N
C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW
zCfT" FS[ ] HOOD (] PAINT BOOTHS ] BURN P MIT [ ]
TANK PERMIT [ ] OTHERJfr-4_.
TOTAL FEES ` PERUNITSEE BELOW) Address /
Bldg. # / Unit # 1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13..
14.
15
16.
17.
18.
19.
20.
Square
Footage Fees per Bldg / Unirij
tFees
must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771. Phone # -407- 330-
5656. Proof of Payment must be made to Fire Prevention division before any further services can take place.
I certify that the above is true and correct and that ll
wicomp y with all applicable codes and ordinances of
the City of Sanford, Florida. an
o ire Prevention Division Applicant's Signature
WE
FIRE ALARM SYSTEM
SUBMITTAL
FOR
HOP SING'S
CHINESE RESTAURANT
LIFE SAFETY •
FIRE ALARM
SECURITY •
AUDIO & VIDEO •
www.comsysgroup.com
Authorized Strategic Partner
GE
Security
407) 814-0225 [P] (407) 814-8868 [F] 151 SEMORAN COMMERCE PLACE APOPKA, FLORIDA 32703
State Certified Alarm Contractor EF0000856 ! EF0001119
LIFE SAFETY •
Ll
OMMERCIIII S SYSTEMS GROUP
0/
HOP SING'S CHINESE RESTAURANT
Commercial Systems Group, Inc. respectfully submits the following Fire Alarm System
equipment for your approval:
EST
SIGA-CT1 INPUT MODULE
SIGA-CR CONTROL RELAY MODULE
SIGA-270 MANUAL PULL STATION
GIR-HDVM HORN STROBE
FIRE ALARM •
SECURITY •
AUDIO & VIDEO •
www.comsysgroup.com
Authorized Strategic Partner
GE
Security
407) 814-0225 [P] (407) 814-8868 [F] 151 SEMORAN COMMERCE PLACE APOPKA, FLORIDA 32703
State Certified Alarm Contractor EF0000856 / EF0001119
40D
U& ED WARDS-Y>TEM1 TECnNULU ,Y ro
Part of GE
Security INTELLIGENT INPUT/OUTPUT DEVICES
FIN
Models SIGH-
C1SIGA-
CT2 & SIGA-MCT2
Features
Multiple applications
Including Alarm, Alarm with delayed latching (retard) for waterflow
applications, Supervisory, and Monitor. The instaIIerselectsone offour personality
codes" to be downloaded to the module through the loop controller.
M
Plug-in (U10) or standard 1-gang mount 1_
110 versions allow quick installation where multiple modules are required.
The 1-gang mount version is ideal for remote locations that require
a single module. Automatic
device mapping Signature
modules transmit information to the loop controller regarding
their circuit locations with respect to other Signature devices
on the wire loop. M
Electronic addressing Programmable
addresses are downloaded from the loop controller, a PC,
or the SIGA-PRO Signature Program/Service Tool. There are no switches
or dials to set. Intelligent
device with microprocessor All
decisions are made atthe module to allow lower communication speed
with substantially improved control panel response time and less
sensitivity to line noise and loop wiring properties; twisted or shielded
wire is not required. Non-
volatile memory Permanently
stores serial number, type of device, ondjob number. Automatically
updates historic information including hours of opera- tion,
last maintenance date, number of alarms and troubles, and time and
date of last alarm. 0
Stand-alone operation The
module makes decisions and inputs an alarm from initiating devices
connected to it even if the loop controller's polling interroga- tion
stops. (Function availability dependent upon control panel.) 13
Ground fault detection by address Detects
ground faults right down to the device level. Diagnostic
LEDs Flashing
GREEN shows normal polling; flashing RED shows alarm/ active
state. III
High ambienttemperature operation Install
in ambient temperatures up to 1201F(49,C). 0
Designed to ISO 9001 standards All
Signature products are manufactured to strict international quality standards
to ensure highest reliability. imt
int tion of work 1 -
4100, M
3
7f SIGA-
CT1/2 anted
O
UDC `1 MEA Appli=
on Notes Available
The
SIGA-CT1 Single Input Module and SIGA-CT2/SIGA-MCT2 Dual Input Modules
are intelligent analog addressable devices used to connect one
or two Class B normally -open Alarm, Supervisory, or Monitor type dry
contact Initiating Device Circuits(IDC). The
actual function of these modules is determined by the "personality code'
selected by the installer. This code is downloaded to the module from
the Signature loop controller during system configuration. The
input modules gather analog information from the initiating devices connected
to them and convert it into digital signals. The module's on- board
microprocessor analyzes the signal and decides whether or not to
input an alarm. The
SIGA-CT1 and SIGA-CT2 mount to standard North American 1- gang
electrical boxes, making them ideal for locations where only one module
is required. Separate 1/0 and data loop connections are made to
each module. The
SIGA-MCT2 is part of the U10 family of plug-in Signature Series modules.
Itfunctions identically to the SIGA-CT2, buttakes advantage of the
modularflexibility and easy installation that characterizes all U10 modules.
Two- and six -module 1_110 motherboards are available. All wiring
connections are made to terminal blocks on the motherboard. 1_
110 assemblies may be mounted in GE Security enclosures. www.
gesecurity.com 8985
TOWN CENTER PARKWAY, BRADENTON, FL 34202 PHONE:
888=378-2329 • FAX: 866-503-3996 CANADA
SALES:OWEN SOUND, ON S19-376-2430: FAX 519-376-7258 INTERNATIONAL
SALES: (001) 905-270-1711; FAX (001) 905-270-95S3 Literature
Sheet #85001-0241 Issue 6 Not
to be used for installation purposes. Page 1 of 4
i0' it LiSED. FOR IN.TA.LI A?ION PUP'05EI
stallation
A-CT1 and SIGA-CT2: modules mount to North American 21/2 inch(64
mm) deep 1-gang boxes and 11/2 inch (38 mm) deep 4 inch square
boxes with 1-gang covers and SIGA-MP mounting plates. The terminals
are suited for #12 to #18 AWG (2.5 mm2 to 0.75 mm2) wire size.
Application
The duty performed by the SIGA-CT1 and SIGA-CT2/1MCT2 is determined
by their sub -type code or "Personality Code". The code is selected by
the installer depending upon the desired application and is downloaded
from the loop controller.
One personality code can be assigned to the SIGA-CT1. Two personality
codes can be assigned to the SIGA-CT2/MCT2. Codes 1, 2,3 and 4 can
be mixed on SIGA-CT2/MCT2 modules only. For example, personality
code 1 can be assigned to the first address (circuit A) and code 4 can be
assigned to the second address (circuit B).
NORMALLY -OPEN ALARM - LATCHING (Personality Code 1) - Assign to
one or both circuits. Configures either circuit A or B or both for Class B
normally open dry contact initiating devices such as Pull Stations, Heat
Detectors, etc. An ALARM signal is sent to the loop controller when the
inputcontact is closed. The alarm condition is latched at the module.
NORMALLY -OPEN ALARM - DELAYED LATCHING
Personality Code 2) - Assign to one or both circuits.. Configures either
circuit A or B or both for Class B normally -open dry contact initiating
devices such as Waterflow Alarm Switches. An ALARM signal is sent to
e , the loop controller when the input contact is closed for approximately
16 seconds. The alarm condition is latched at the module.
SIGA-MCT2: mount the U10 motherboard inside a suitable GE Security
enclosure with screws and washers provided. Plug the SIGA-MCT2 into
any available position on the motherboard and secure the module to
the motherboard with the captive screws. Wiring connections are made
the terminals on the motherboard (see wiring diagram). UIO
herboard terminals are suited for #12 to #18 AWG (2.5 mm' to 0.75
40 wire size.
1_110 Motherboard
1
6-32
Self -tapping
s
screws
Plug-in (UIO) ; Captive
Module screws
p8 Flet washers
Cabinet or electrical enclosure
Electronic Addressing - The loop controller electronically addresses
each module, saving valuable time during system commissioning.
Setting complicated switches or dials is not required. Each module has
its own unique serial number stored in its on -board memory. The loop
controller identifies each device on the loop and assigns a "soft"
address to each serial number. If desired, the modules can be ad-
dressed using the SIGA-PRO Signature Program/Service Tool.
GE Security recommends thatthis module be installed according to
latest recognized edition of national and local fire alarm codes.
Compatibility
The Signature Series modules are compatible only with EST's Signature
Controller.
NORMALLY -OPEN ACTIVE - NON -LATCHING (Personality Code 3) -
Assign to one or both circuits. Configures either circuit A or B or both for
Class B normally -open dry contact monitoring input such as from Fans,
Dampers, Doors, etc. An ACTIVE signal is sent to the loop controller
when the input contact is closed. The active condition is not latched at
the module.
NORMALLY -OPEN ACTIVE - LATCHING (Personality Code 4) - Assign to
one or both circuits. Configures either circuit A or B or both for Class B
normally open dry contact monitoring inputsuch as from Supervisory
and Tamper Switches. An ACTIVE signal is sent to the loop controller
when the inputcontact is closed. The active condition is latched atthe
module.
Ordering Information
Catalog Ship Wt.
Number Description Ibs (kg)
SIGA-CT1 Single Input Module — UL/ULC Listed 0.4 (0.15)
SIGA-CT2 Dual Input Module — UL/ULC Listed 0.4 (0.15)
SIGA-MCT2 Dual Input Plug-in (UIO) Module
0.1 (0.05)
UL, ULC Listed
Related Equipment
Mount Box - Red, 1-gang 1.0 (0.6)
Surface Mount Box - White, 1-gang 1.0(0.6) r27193-
1Surface
Universal Input -Output Module Board w/Riser0.32 0.15) In uts—TwoModulePositionsUniversalInput -Output Module Board w/Riser
0.62 (0.28)
In uts — Six Module Positions
SIGA-U106
Universal Input -Output Module Board
0.56 (0.25)
Six Module Positions
MFC-A Multifunction Fire Cabinet - Red, supports 7.0 (3.1)
Signature Module Mounting Plates
SIGA-MP1 Signature Module Mounting Plate, 1 footprint 1.5 (0.70)
SIGA-MP2 Signature Module Mounting Plate, 1/2 footprint 0.5 (0.23)
SIGA-MP2L Signature Module Mounting Plate, 1/2 extended
footprint
www.gesecurity.com
Page 2 of 4 Literature Sheet #85001-0241 Issue 6
C1 i0 2 E 5Er PCR INS TAL L AT i O id P ;;<%ntiE`;
Typical Wiring
Modules will accept#18 AWG (0.75mm2), #16 (1.0mm2), and #14AWG (1.50mm2), and #12 AWG (2.50mm2) wire sizes.
Note: Sizes #16 AWG Il.Omm2) and #18 AWG (0.75mm2) are preferred for ease of installation. See Signature Loop Controller catalog sheet for
detailedwiring requirement specifications.
Initiating (Slave) Device Circuit Wire Specifications
Maximum Allowable Wire Resistance 50 ohms (25 ohms per wire) per Circuit
Maximum Allowable Wire Capacitance 0.1µF per Circuit
For Design Reference: Wire Size Maximum Distance to EOLR
18 AWG (0.75 mm2)
4,000 ft (1,219 m)
16 AWG (1.00 mm2)
14 AWG (1.50 mm2)
12 AWG (1.50 mmz)
11 & ZI Style B (Class B:
Red LED
Alarm/Active)
DATA IN (+) l.-
j( 1 DATA IN(-) >-
From Signature Contrc
or Previous Device
Typical N.O. Initlating Device
SIGA-CT1
Typical N.O. Initiating Device
1 INPUT 1
T62
UL/ULC Listed
47Kn EOL UL/ULC Listed
Style B (Class B)
47Kn EOL 1Q 2Q 4Q
Green LED
Normal) Red LED
Alarm/Active)
iBl
DATA IN (
I
l DATA IN (-) >
I
7}
I
From Signature Controller
e
or Previous Device
NOTES
Zh Maximum 25 Ohm resistance per wire.
11 Maximum #12 AWG (2.5 mmz) wire; Minimum #18 AWG (0.75 mm2).
33 Refer to Signature controller installation sheet for wiring specifications.
A4 Maximum 10 Vdc @ 350 pA
5 The SIGA-U106R End the SIGA-U102R do not come with T614.
6 All wiring is supervised and power -limited.
7 These modules will not support 2-wire smoke detectors.
Warnings & Cautions
This module will not operate without electrical power. As fires frequently
cause power interruption, we suggest you discuss further safeguards
with your local fire protection specialist.
Issue 6
INPUT 2
SIGA-CT2
UL/ULC Listed
47KO EOL
Green LED
Normal)
DATA OUT (+)1
DATA
To Next Device
Typical NO Initiating Device
UUULC Lls OL ) d7— F LlsletlHaEOLInputInput ]
N[l EOL
z +Q
SIG
motherCoerd
12]d
Green LED (Na 1m
Red LED (AzM
www.gesecurity.com
Literature Sheet #85001-0241
No connections pr jumper servings
required for SIGA vIDT2.
SIGA-MCT2
Page 3of4
Tr; SEn FOR I F.i AL LA'IaH P'li P.%r; 'n E_:
oecifications
atalog Number SIGA-CT1 SIGA-CT2 I SIGA-MCT2
Description Single Input Module Dual Input Module
Type Code 48 (factory set)
Four sub -types (personality codes) are available
49 (factory set)
Four sub -types (personality codes) are available
Address Requirements Uses One Module Address Uses Two Module Addresses
Operating Current Standby = 250µA; Activated = 400µA Standby = 396µA; Activated = 680µA
Operating Voltage 15.2 to 19.95 Vdc (19 Vdc nominal)
Construction High Impact Engineering Polymer
Mounting
North American 21/2 inch (64 mm) deep one -gang boxes and 11/2 inch
38 mm) deep 4 inch square boxes with one -gang covers and
SIGA-MP mounting plates
U102R/6R/6
Motherboard
Storage and Operating Environment Operating Temperature: 32°F to 120°F (0°C to 49°C)
Storage Temperature: -4°F to 140°F (-20°C to 60°C); Humidity: 0 to 93% RH
LED Operation On -board Green LED - Flashes when polled; On -board Red LED - Flashes when in alarm/active
Both LEDs - Glow steady when in alarm (stand-alone)
Compatibility Use with Signature Loop Controller
Agency Listings UL, ULC, MEA, CSFM
Description (Signature Overview)
The Signature Series intelligent analog -addressable system from GE
Security is an entire family of multi -sensor detectors and mounting
bases, multiple -function input and output modules, network and non -
network control panels, and user-friendly maintenance and service
tools. Analog information from equipment connected to Signature
devices is gathered and converted into digital signals. An onboard
microprocessor in each Signature device measures and analyzes the
signal and decides whether or not to input an alarm. The microproces-
sor in each Signature device provides four additional benefits - Self -
agnostics and History Log, Automatic Device Mapping, Stand-alonee''`,-%
ration and Fast, Stable Communication.
If -diagnostics and History Log - Each Signature Series device
constantly runs self -checks to provide important maintenance informa-
tion. The results of the self -check are automatically updated and
permanently stored in its non-volatile memory. This information is
accessible for review any time at the control panel, PC, or using the
SIGA-PRO Signature Program/Service Tool. The information stored in
device memory includes:
Device serial number, address, and type
Date of manufacture, hours of operation, and last maintenance date'
Number of recorded alarms and troubles,
Time and date of last alarm,
Most recent trouble code logged by the detector — 32 possible
trouble codes may be used to diagnose faults.
Automatic Device Mapping -The Signature Data Controller (SDC) learns
where each device's serial number address is installed relative to other
devices on the circuit. The SDC keeps a mop of all Signature Series
devices connected to it. The Signature Series Data Entry Program also
uses the mapping feature. With interactive menus and graphic support,
the wired circuits between each device can be examined. Layout or "as -
built" drawing information showing branch wiring (T-taps), device types
and their address are stored on disk for printing hard copy. This takes
the mystery out of the installation. The preparation of as -built drawings
is fast and efficient.
Device mapping allows the Signature Data Controller to discover:
Unexpected additional device addresses.
Missing device addresses.
Changes to the wiring in the circuit.
guaranteed. Onboard intelligence permits the device to operate in
standalone (degrade) mode. If Signature loop controller CPU communi-
cations fail for more than four seconds, all devices on that circuit go into
standalone mode. The circuit acts like a conventional alarm receiving
circuit. Each Signature device on the circuit continues to collect and
analyze information from its slave devices. When connected to a panel
utilizing standalone operation, modules with their "personality" set as
alarm devices (IDC) will alarm should their slave alarm -initiating device
activate.
Fast Stable Communication - Built-in intelligence means less information
needs to be sent between the device and the Signature Data Controller
SDC). Other than regular supervisory polling response, Signature devices
only need to communicate with the SDC when they have something new
to report. This provides very fast control panel response and allows a
lower baud rate (speed) to be used for communication on the circuit. The
lower baud rate offers several advantages including:
Less sensitivity to circuit wire characteristics.
Less sensitivity to noise glitches on the cable.
Less emitted noise from the data wiring.
Twisted or shielded wiring is not required.
Diagnostic LEDs - Twin LEDs on most Signature devices provide visual
indication of normal and alarm -active conditions. A flashing green LED
shows normal system polling. A flashing red LED means the module is
in alarm -active state. Both LEDs on steady indicates alarm -active state -
stondolone mode.
Testing & Maintenance - Automatic self -diagnosis identifies when a
Signature device is defective and causes a trouble message. The user-
friendly maintenance program shows the current state of each device
and other pertinent information. Single devices may be turned off
temporarily, from the control panel. Scheduled maintenance (Regular
or Selected) for proper system operation should be planned to meet
the requirements of the Authority Having Jurisdiction (AHJI. Refer to
current NFPA 72 and ULC CAN/ULC 536 standards.
Quality and Reliability - GE Security Signature devices are manufactured
in North America to strict international ISO 9001 standards. All electronics
utilize surface mount technology (SMT) for smaller size and greater
immunity to RF noise. A conformal coating is used for humidity and
corrosion resistance.
Most Signature modules use a "personality code" selected by the
installer to determine their actual function. Personality codes are
downloaded from the SDC during system configuration and are
indicated during device mapping. EST3 V.2 only.
Standalone Operation - A decentralized alarm decision by the device is Retrievable with SIGA-PRO programming tool
www.gesecurity.com
It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements.
All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact GE Security.
O 2003 GE Security Printed in U.S A.
Page of Literature Sheet#85001-0241 Issue 6
r3
LA
EDWkRDS SYSTEMS TECHNOLOGY
Part of GE
Security INTELLIGENT INPUT/OUTPUT DEVICES
z„a .N...E .......x ..,.-_ y.ACampnti illittQS4/(5uc T3n
Control Relay Modules
Model SIGA-CR, SIGA-MCR, SIGA-CRR, SIGA-MCRR
V,
Features
M Provides one no/nccontact ISIGA-CR/MCR)
Form "C" dry relay contact can be used to control external appliances
such as door closers, fans, dampers etc.
Allows group operation ofsounder bases
The SIGA-CRR/MCRR reverses the polarity of its 24 Vdc output, thus
activating all Sounder Bases on the data loop.
M Plug-in (U10)or standard 1-gang mount
U IO versions allow quick installation where multiple modules are
required. The 1-gang mount version is ideal for remote locations that
require a single module.
M Automatic device mapping
Signature modules transmit information to the loop controller
regarding their circuit locations with respect to other Signature
devices on the wire loop.
Electronic Addressing
Programmable addresses are downloaded from the loop controller, a
PC, or the SIGA-PRO Signature Program/Service Tool. There are no
switches or dials to set.
Intel Iigentdevice with microprocessor All
decisions are made at the module to allow lower communication speed
with substantially improved control panel response time and less
sensitivity to line noise and loop wiring properties; twisted or shielded
wire is not required. Ground
faultdetectionbyaddress Detects
ground faults right down to the device level. Non-
volatile memory Permanently
stores serial number, type of device, andjob number. Automatically
updates historic information including hours of opera- tion,
last maintenance date, number of alarms and troubles, and time and
date of last alarm. 0
Diagnostic LEDs Flashing
GREEN shows normal polling; flashing RED shows alarm/ active
state. M
High ambienttemperature operation Install
in ambient temperatures up to 120°F (49°C). M
Designed to ISO 9001 standards All
Signature products are manufactured to strict international quality standards
to ensure highest reliability, aimagination
at work ented
MEA slcA-cRx Description
The
Control Relay Module and the Polarity Reversal Relay Module are part
of EST's Signature Series system. They are intelligent analog addressable
devices available in either plug-in (U10) versions, or standard
1-gang mountversions. The
SIGA-CR/MCR Control Relay Module provides a Form "C" dry relay contact
to control external appliances such as doorclosers, fans, dampers
etc. This device does not provide supervision of the state of the
relay contact. Instead, the on -board microprocessor ensures that the
relay is in the proper ON/OFF state. Upon command from the loop controller,
the SIGA-CR/MCR relay activates the normally open or normally -
closed contact. The
SIGA-CRR/MCRR Polarity Reversal Relay Module provides a Form C"
dry relay contact to power and activate a series of SIGA-AB4G Audible
Sounder Bases. Upon command from the Signature loop controller,
the SIGA-CRR reverses the polarity of its 24 Vdc output, thus activating
all Sounder Bases on the data loop. Standard -
mount versions (SIGA-CR and SIGA-CRR) are installed to standard
North American 1-gang electrical boxes, making them ideal for locations
where only one module is required. Separate 1/0 and data loop connections
are made to each module. Plug-
in U10 versions (SIGA-MCR and SIGA-MCRR) are part of the U10 family
of plug-in Signature Series modules. They function identically to the
standard mount versions, but take advantage of the modular flexibility
and easy installation that characterizes all UIO modules. Two - and
six -module U10 motherboards are available. All wiring connections are
made to terminal blocks on the motherboard. U10 assemblies may be
mounted in GE Security enclosures. www.
gesecurity.com 8985
TOWN CENTER PARKWAY, BRADENTON, FL 34202 PHONE:
B88-378-2329 • FAX: 866-503-3996 CANADA
SALES:OWEN SOUND, ON 519-376-2430, FAX 519-376-7258 INTERNATIONAL
SALES: (001) 905-270-1711; FAX (001) 905-270-9553 Literature
Sheet #85001-0239 Issue 7 Not
to be used for installation purposes. Page 1 of 6
i:?? T(. m E ..SEC FOR II•ISIA,L_A7:10H P";P.PC3E=:.
aistallationGA-CR and SIGA-CRR: modules mount to North American
21/2 inch (64 mm) deep 1-gang boxes and 11/2 inch (38 mm)
deep 4 inch square boxes with 1-gang covers and SIGA-MP
mounting plates. The terminals are suited for #12 to #18 AWG
2.5 mm2 to 0.75 mm2) wire size.
SIGA-MCR and SIGA-MCRR: mount the U10 motherboard inside a
itable GE Security enclosure with screws and washers pro-
ed. Plug the module into any available position on the
otherboard and secure the module to the motherboard with the
captive screws. Wiring connections are made to the terminals on
the motherboard (see wiring diagram). U10 motherboard termi-
nals are suited for #12 to #18 AWG (2.5 mm' to 0.75 mm') wire
size.
U10 Motherboard
6-32
Self -tapping
Un screws
j1
Plug-in (1-110) Captive
r M odule screws
n
3; 6 Flat washers
Cabinet or electrical enclosure
Electronic Addressing - The loop controller electronically addresses
each module, saving valuable time during system commissioning.
Setting complicated switches or dials is not required. Each module has
its own unique serial number stored in its on -board memory. The loop
controller identifies each device on the loop and assigns a "soft"
address to each serial number. If desired, the modules can be ad-
dressed using the SIGA-PRO Signature Program/Service Tool.
GE Security recommends thatthis module be installed according to
latest recognized edition of national and local fire alarm codes.
Application
The operation of Signature Series control relays is determined by their
sub -type code or "Personality Code."
Personality Code 8: CONTROL RELAY (SIGA-CR/MCR)
Dry Contact Output. This setting configures the module to provide one
Form "C" DRY RELAY CONTACT to control Door Closers, Fans, Dampers,
etc. Contact rating is 2.0 amp @ 24 Vdc; 0.5 amp @ 120 Vac (or 220 Vac
for non-UL applications). Personality Code 8 is assigned at the factory.
No user configuration is required.
Personality Code 8: POLARITY REVERSAL RELAY MODULE (SIGA-CRR/
MCRR). This setting configures the module to reverse the polarity of its
24 Vdc output. Contact rating is 2.0 amp @ 24 Vdc (pilot duty). Personal-
ity Code 8 is assigned at the factory. No user configuration is required.
Compatibility
The Signature Series modules are compatible only with EST's Signature
Loop Controller.
Warnings & Cautions
This module will not operate without electrical power. As fires frequently
cause power interruption, we suggest you discuss further safeguards
with your local fire protection specialist.
Testing & Maintenance
The module's automatic self -diagnosis identifies when it is defective and
causes a trouble message. The user-friendly maintenance program
shows the current state of each module and other pertinent messages.
Single modules may be turned off (deactivated) temporarily, from the
control panel. Availability of maintenance features is dependent on the
fire alarm system used. Scheduled maintenance (Regular or Selected)
for proper system operation should be planned to meet the require-
ments of the Authority Having Jurisdiction (AHJ). Referto current NFPA
72 and ULC CAN/ULC 536 standards.
www.gesecurity.com
Page 2 of 6 Literature Sheet #85001-0239 Issue 7
OT IC; B SED F;iR II,I S7 Ai_:L AI .iM Pr E4. 4)
TypicalWiring
Modules will
accept #18 AWG (0.75mm2), #16 (1.0mm'): #14 AWG (1.50mm') and #12 AWG (2.5mm') wire sizes. Note: Sizes #
16 AWG (1.Omm2) and #18 AWG (0.75mm2) are preferred for ease of installation. See Signature Loop Controller catalog sheet for detailed wiring
requirement specifications. DATA IN (+)
DATA IN(-)
From Signature
P'."I..
is I Normally- Normally -
Open Common
Closed 0 SIGA-
CR
Control Relay Green LED
Normal) Notes
ZL
Refer
to Signature Loop Controller Installation Sheet A OUT (+)
1 for wiring specifications. A OUT (-)
J} NFPA 72 requires that the SIGA-CR/SIGA-MCR be installed in
the same room as the device it is Iexf Device
controlling. This requirement may not apply in all markets. Check
with your local AHJ for details. Normally Open
Common Normally Closed I- A
jA2
1234
1
Data
In +
4 3
2
Data
Out_
Green LED (
Normal) Red LED (
Active) A The
SIGA-
UI06R and the SIGA-UI02R do not come with
TB14. The SIGA-
UI06 does not come with TBB through TB13. Supervised
and
power -limited. L If
the source is nonpower-limited, maintain a space of 1/
4 inch from power -limited wiring or use FPL, FPLP, FPLR,
or an equivalent in accordance with the National
Electrical Code. 7) Maximum #
12 AWG (2.5mm2) wire. Min. #18 (
0.75mm2). I A
4 3
p ®
2
TB14 No
connections
required for SIGA-MCR.
Other modules U may
require connections. w Za
muN
3 o ® f
T815 1 2h3
4 No connections
required for SIGA-MCR.
Other modules may require
connections. SIGA-MCR
Control Relay www.gesecurity.
com Issue 7
Literature Sheet#85001-0239 Page 3of6
TO R- SED FOR IN°.I A.L LA'10N PL%P Pr;S E<:
ry pica) Wiring
Jules will accept #18 AWG (0.75mm2), #16 (1.Omm2), #14 AWG (1.50mm2) and #12 AWG (2.50mm2) wire sizes.
Note: Sizes 416 AWG (1.Omm2) and #18 AWG (0.75mm2) are preferred for ease of installation. See Signature Loop Controller
catalog sheet for detailed wiring requirement specifications.
SIGA-AB4G SIGA-AB4G SIGA-AB4G
Audible Base Audible Base Audible Base
Listed 24 VDC
Nominal Powe
Suppl'.
Signature
Controller
SIGA-CRR Schematic
Powerh P wer Out P=r,ty Reverses
j _ When ActNated
sounder base
SIGA-MCRR
SIGA-MCRR Schematic
Power In Power Out
poladty reverses
t when activated.
Notes
Al Refer to the Signature controller installation sheet for
wiring.
20 One Pair of Wires (24 Vdc power).
Q One Pair of Wires (Signature Dotal.
4 Single Wire (24 Vdc power).
QS The SIGA-Ul06Rand the SIGA-UI02Rdo not come with
TB14.
The SIGA-U106 does not come with TB8 through T1313.
70 Supervised and power -limited.
If the source is nonpower-limited, maintain a space of
1/4 inch from power -limited wiring or use FPL, FPLP,
FPLR, or an equivalent in accordance with the National
Electrical Code.
9 Maximum #12 AWG (2.5 mm) wire, Minimum #18
AWG (0.75 mm' ).
10 End -of -Line Relay must monitor and report power
supply trouble to control panel.
11 Class B Data wiring may be "T-tapped."
s N
Signature —
Data Data Out +
circuit
UL/ULC Listed +
24 Vdc power —}
supply
7
Data Out+
Signature 4'
Data
a
Circuit 2t
Data In
Green LED (Normal)
Red LED (Active)
O
Z Z
Audible
O
Bases +
C0
Optional SIGA-MCRR
or SIGA-MCR for
disablingiswnnetting No
connections required for SIGA-MCRR. an
audibllee base. Other modules may require connections. 6254A-
003 EOL
Relay required
for supevision
Green
LED (Normal) Red
LED (Active) No
connections required for SIGA-
MCRR. Other modules may
require connections. www.
gesecurity.com Page
4 of 6 Literature Sheet#85001-0239 Issue 7
1T 70 '- 'iED FOR IBIS, I A __ A I'; O Id PU PP{'. ES.
Catalog Number SIGA-CR SIGA-MCR SIGA-CRR SIGA-MCRR
Description Control Relay Polarity Reversal Relay
Type Code Personality Code 8 (Factory Set)
Address Requirements Uses 1 Module Address
Operating Current Standby = 100µA
Activated = 100µA
Operating Voltage 15.2 to 19.95 Vdc (19 Vdc nominal)
Form "C"
Relay Type and Rating 24 VDC = 2 amps (pilot duty)
120 Vac = 0.5 amps
220 Vac (non-UL) = 0.5 amps
North American 21/2 inch North American 21/2 inch
64 mm) deep 1-gang boxes 64 mm) deep 1-gang boxes
and 11/2 inch (38 mm) deep Plugs into and 11/2 inch (38 mm) deep Plugs into
Mounting 4 inch square boxes U102R, U106R or U106 4 inch square boxes U102R, U106R or U106
with 1-gang covers Motherboards with 1-gang covers Motherboards
and SIGA-MP mounting and SIGA-MP mounting
plates plates
Construction & Finish High Impact Engineering Polymer
Storage and Operating Operating Temperature: 32°F to 120°F (0°C to 49°C)
Environment Storage Temperature: -4°F to 140°F (-20°C to 60°C)
Humidity: 0 to 93% RH
LED Operation On -board Green LED - Flashes when polled
On -board Red LED - Flashes when in alarm/active
Compatibility Use With: Signature Loop Controller
Agency Listings UL, ULC, CSFM, MEA
Catalog Number Description Ship Weight - Ibs (kg)
SIGA-CR Control Relay Module (Standard Mount) - UL/ULC Listed 0.4 (0.15)
SIGA-MCR Control Relay Module (U10 Mount) - UL Listed 0.18 (0.08)
SIGA-CRR Polarity Reversal Relay Module (Standard Mount) - UL/ULC Listed 0.4 (0.15)
SIGA-MCRR Polarity Reversal Relay Module (U10 Mount) - UL Listed 0.18 (0.08)
Related Equipment
27193-11 Surface Mount Box - Red, 1-gang 1 (0.6)
27193-16 Surface Mount Box - White, 1-gang 1 (0.6)
SIGA-U102R Universal Input -Output Module Board w/Riser Inputs - Two Module Positions 0.32 (0.15)
SIGA-U106R Universal Input -Output Module Board w/Riser Inputs - Six Module Positions 0.62 (0.28)
SIGA-U106 Universal Input -Output Module Board - Six Module Positions 0.56 (0.25)
SIGA-AB4G Audible (Sounder) Detector Base 0.3 (0.15)
Accessories
MFC-A Multifunction Fire Cabinet - Red, supports Signature Module Mounting Plates 7.0 (3.1)
SIGA-MP1 Signature Module Mounting Plate, 1 footprint 1.5 (0.70)
SIGA-MP2 Signature Module Mounting Plate, 1/2 footprint 0.5 (0.23)
SIGA-MP2L Signature Module Mounting Plate, 1/2 extended footprint 1.02 (0.46)
Issue 7
www.gesecuritg.com
Literature Sheet #85001-0239 Page 5 of 6
1r- 2 '",ED PCR I N S I A L L A ':IaN PU P. PO`,'E_•
W"'"ix -scri tion (Signature Overview)
e Signature Series intelligent analog -addressable system from GE
Security is an entire family of multi -sensor detectors and mounting
bases, multiple -function input and output modules, network and non -
network control panels, and user-friendly maintenance and service
tools. Analog information from equipment connected to Signature
devices is gathered and converted into digital signals. An onboard
microprocessor in each Signature device measures and analyzes the
signal and decides whether or not to input an alarm. The microproces-
sor in each Signature device provides four additional benefits - Self -
diagnostics and History Log, Automatic Device Mapping, Stand-alone
Operation and Fast, Stable Communication.
Self -diagnostics and History Log - Each Signature Series device
constantly runs self -checks to provide important maintenance informa-
tion.The results of the self -check are automatically updated and
permanently stored in its non-volatile memorg.This information is
accessible for review any time at the control panel, PC, or using the
SIGA-PRO Signature Program/Service Tool. The information stored in
device memory includes:
Device serial number, address, and type
Date of manufacture, hours of operation, and last mainte-
nance date2
Number of recorded alarms and troubles2
Time and date of last alarm'
Most recent trouble code logged by the detector — 32
possible trouble codes may be used to diagnose faults
Automatic Device Mapping -The Signature Data Controller(SDC) learns
where each device's serial number address is installed relative to other
r y ices on the circuit. The SDC keeps a map of all Signature Series devices
rected to it. The Signature Series Data Entry Program also uses the
tipping feature. With interactive menus and graphic support, the wired
circuits between each device can be examined. Layout or "as -built'
drawing information showing branchwiring (T-taps), devicetypes and their
address are stored on disk for printing hard copy. This takes the mystery
outof the installation. The preparation of as -built drawings is fastand
efficient
Device mapping allows the Signature Data Controller to discover:
Unexpected additional device addresses
Missing device addresses
Changes to the wiring in the circuit.
Most Signature modules use a personality code selected by the installer
to determine their actual function. Personality codes are downloaded
from the SDC during system configuration and are indicated during
device mapping.
Standalone Operation - A decentralized alarm decision by the device is
t EST3 V.2 only.
2 Retrievable with SIGA-PRO programming tool.
guaranteed. Onboard intelligence permits the device to operate in
standalone (degrade) mode. If Signature loop controller CPU communi-
cations fail for more than four seconds, all devices on that circuit go into
standalone mode. The circuit acts like a conventional alarm receiving
circuit. Each Signature device on the circuit continues to collect and
analyze information from its slave devices. When connected to a panel
utilizing standalone operation, modules with their "personality"set as
alarm devices IIDC) will alarm should their slave alarm -initiating device
activate.
Fast Stable Communication - Built-in intelligence means less informa-
tion needs to be sent between the device and the Signature Data
Controller (SDC). Otherthon regular supervisory polling response,
Signature devices only need to communicate with the SDC when they
have something new to report. This provides very fast control panel
response and allows a lower baud rate (speed) to be used for commu-
nication on the circuit. The lower baud rate offers several advantages
including:
Less sensitivity to circuit wire characteristics
Less sensitivity to noise glitches on the cable
Less emitted noise from the data wiring
Twisted or shielded wiring is not required.
Diagnostic LEDs -Twin LEDs on most Signature devices provide visual
indication of normal and alarm -active conditions. Aflashing green LED
shows normal system polling. A flashing red LED means the module is
in alarm -active state. Both LEDs on steady indicates alarm -active state -
standolone mode.
Testing & Maintenance -Automatic self -diagnosis identifies when a
Signature device is defective and causes a trouble message. The user-
friendly maintenance program shows the current state of each device
and other pertinent information. Single devices may be turned off
temporarily, from the control panel. Scheduled maintenance (Regular
or Selected) for proper system operation should be planned to meet
the requirements of the Authority Having Jurisdiction (AHJ). Refer to
current NFPA 72 and ULC CAN/ULC 536 standards.
Quality and Reliability -GE Security Signature devices are manufactured
in North America to strict international ISO9001 standards.All electronics
utilize surface mounttechnology ISM forsmallersize and greater
immunity to RF noise. Aconformal coating is used for humidity and
corrosion resistance.
www.gesecurity.com
It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements.
All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact GE Security.
2004 GE Security Printed in U.S.A.
Page 6 of 6 Literature Sheet tt65001-0239 Issue 7
rs
re
E D'JJNRDS SYSTEMS TECHNOLOGY
Part of GE
Security INTELLIGENT INITIATING DEVICES
Models SIGA-270, SIGA-270P, SIGA-278
Features
Note: Some features described here may not be supported by all control systems.
Check your control panel's Installation and Operation Guide for details.
TraditionaIfamiIiarappearance
SIGA-270 models feature ourfamiliarteardrop design with simple
positive pull action and sturdy die-cast metal body.
One stage (GA), two stage (pre -signal), and double action models
SIGA-270 models are available for one or two stage alarm systems.
The single stage double action SIGA-278 features a rugged Lexan
housing with keyed reset mechanism.
Break glass operation
An up -front visible glass rod on the SIGA-270 discourages tampering.
Intelligent device c/w integral microprocessor
All decisions are made at the station allowing lower communication
speed while substantially improving control panel response time. Less
sensitive to line noise and loop wiring properties; twisted or shielded
wire is not required.
M Non-volatile memory
Permanently stores serial number, type of device, andjob number.
Automatically updates historic information including hours of opera-
tion, last maintenance date, number of alarms and troubles, and time
and date of last alarm.
Automatic device mapping
Each station transmits wiring information to the loop controller
regarding its location with respect to other devices on the circuit.
Electronic addressing
Permanently stores programmable address; there are no switches or
dials to set. Addresses are downloaded from a PC, or the SIGA-PRO
Signature Program/Service Tool.
Stand-alone operation
The station inputs an alarm even if the loop controller's polling
interrogation stops.
Diagnostic LEDs
Status LEDs; flashing GREEN shows normal polling; flashing RED
shows alarm state.
0 Designed for high ambienttemperatureoperation
Install in ambient temperatures up to 120OF (49°C).
M Designed to ISO 9001 standards
Manufactured to strict international quality standards for highest
reliability.
imL cainaticn at Work
SIGA-278
0 MEA O UbC Patented
Description
SIGA-270 SERIES
The SIGA-270 and SIGA-278 series Manual Pull Stations are part of
EST's Signature Series system. The SIGA-270 Fire Alarm Manual Pull
Stations feature our very familiar teardrop shape. They are made from
die-castzinc and finished with red epoxy powder -coat paint comple-
mented by aluminum colored stripes and markings. With positive pull -
lever operation, one pull on the station handle breaks the glass rod and
turns in a positive alarm, ensuring protection plus fool -proof operation.
Presignal models (SIGA-270P) are equipped with a general alarm (GA)
keyswitch for applications where two stage operation is required. The
up -front highly visible glass rod discourages tampering, but is not
required for proper operation.
EST's double action single stage SIGA-278 station is a contemporary
style manual station made from durable red colored lexan. To initiate
an alarm, first lift the upper door marked "LIFT THEN PULL HANDLE",
then pull the alarm handle.
The integral microprocessor built into each Signature Series station
provides four important benefits - Self -diagnostics and History Log,
Automatic Device Mapping, Stand-alone Operation and Fast, Stable
Communication.
Self -diagnostics and History Log - Each Signature Series manual
station constantly runs self-checksto provide important main-tenance
information. The results of the self -check are automatically updated and
permanently stored in the station's non-volatile memory. This
information is accessible for review any time at the control panel, PC, or
by using the SIGA-PRO Signature Program/Service Tool.
The information stored in the station's memory includes:
station serial number, address, and type
www.gesecurity.com
8985 TOWN CENTER PARKWAY, BRADENTON, FL 34202
PHONE: 888-378-2329 • FAX: 866-503-3996
CANADA SALES:OWEN SOUND, ON 519-376-2430; FAX 519-376-7258
INTERNATIONAL SALES: (001) 905-270-1711; FAX (001) 905-270-9553
Literature Sheet #85001-0279 Issue 7
Not to be used for installation purposes. Page 1 of 4
i 0? 10 E E USED FCR I STA.LLAT ION PL, R. PC'i; E4.
4;;;Nate of manufacture, hours of operation, and last maintenance TypiCCilWiringatez
number of recorded alarms and troubles, The fire alarm station's terminal block accepts #18 AWG M.75mmz) to
time and date of last alarm' #12 AWG (2.5mm') wire sizes. See Signature Loop Controller catalog
most recent trouble code logged by the detector — 24 possible
sheetfor detailed wiring requirementspecifications.
trouble codes may be used to diagnose faults.
Automatic Device Mapping -The loop controller learns where each
device's serial number address is installed relative to other devices on
the circuit. The loop controller keeps a map of the Signature Series
devices connected to it.
The Signature Series Data Entry Program also uses the mapping
feature. With interactive menus and graphic support, the wired circuits
between each device can be examined. Layout or "as -built" drawing
information showing wire branches(T-taps). device types and their
address are stored on disk for printing hard copy. This takes the
mystery out of the installation. The preparation of as -built drawings is
fast and efficient.
Device mapping allows the Signature loop controller to discover:
unexpected additional device addresses
missing device addresses
changes to the wiring in the circuit.
Stand-alone Operation - A decentralized alarm decision by the manual
station is guaranteed. On -board intelligence permitsthe station to
operate In stand-alone mode. If loop controller CPU communications fail
for more than four seconds, all devices on that circuit go into stand-
alone mode. The circuit acts like a conventional alarm receiving circuit.
Each station will still transmit an alarm if its operating lever is pulled.
6_O?
r
St Stable Communication -Built-in intelligence means less informa-
needs to be sent between the station and the loop controller. Other
regular supervisory polling response, the station only needs to
municate with the loop controllerwhen it has something newto
report. This provides very fast control panel response time and allows a
lower baud rate (speed) to be used for communication on the circuit.
The lower baud rate offers several advantages including:
less sensitivity to circuit wire characteristics
less sensitivity to noise glitches on the cable
less emitted noise from the data wiring
twisted or shielded wiring is not required.
Diagnostic LEDs -Twin LEDs provide visual indication of normal and
alarm conditions. They are visible only when the station is removed
from the mounting box. A flashing GREEN LED shows normal system
polling from the loop controller. A flashing RED LED means the station is
in alarm state. Both LEDs on steady shows alarm state - stand-alone
mode.
Quality and Reliability - GE Security modules are manufactured in
North America to strict international ISO 9001 standards. All electronics
utilize surface mount technology (SMT) forsmaller size and greater
immunity to RF noise. A conformal coating is used for humidity and
corrosion resistance.
ADA Compliant- Meets ADA requirements for manual pull stations.
EST3 V.2 only.
2 trievablewithSIGA-PRO programming tool.
4
Wiring Notes
Al Referto Signature Loop Controller manual for maximum
wire distance.
2. All wiring is power limited and supervised.
REAR VIEW
of
SIGA-278
e O
0
0
TB2fll
Red LED
Alarm/Actrve)
Green LED
Normal)
DATA IN (
l (_
DATA OUT (t)1
DATA W () DATA
From Signature Controller Y To Next Device
or Previous Device Q
Figure 4. Single Stage Systems
REAR VI
of
SIGA-2-,
SIGC-27
Red LE
Alarm/A,
jj DATA IN (+)
l DATA IN (-)
From Slgnatu
or PreVlal
Figure 5. Two Stage Systems
Green LED
Normal)
www.gesecurity.com
Page 2 or4 Literature Sheet#85001-0279 Issue 7
SOT Tr B 1, U SEE' FOR I S TALLATi.OH PUP%OSE`_:
Installation
Single -stage Signature Series fire alarm manual pull stations mount to North American 21/2 inch (64 mm) deep 1-gang boxes.
Two stage presignal (270P) models require 11/2 inch (38 mm) deep 4-inch square boxes with 1-gang, 1/2-inch raised covers. Openings must be angular.
Roundedopenings are not acceptable. Recommended box: Steel City Model 52-C-13; in Canada, use Iberville Model CI-52-C-49-1/2.
All models include terminals are suited for #12 to #18 AWG (2.5 mm2 to US mm2) wire size. GE Security recommends that these fire alarm stations
be installed according to latest recognized edition of national and local fire alarm codes.
Electronic Addressing: The loop controller electronically addresses each manual station, saving valuable time during system commissioning. Setting
complicated switches or dials is not required. Each station has its own unique serial number stored in its on -board memory. The loop controller
identifies each device on the loop and assigns a "soft" address to each serial number. If desired, the stations can be addressed using the SIGA-PRO
Signature Program/Service Tool.
Compatible Electrical Box
Back
Plate
Toggle
Switch
1119
Glass Rod
OPEN
O
Figure 1. SIGA-278 installation
Cover Release
Compatible
Electrical Box
with'/, -Inch
raised covers
o Back
Plate
a
Toggle
Switch
NaR AAt
o. Q
0 Glass Rod
r.. Release Lever
Do not use
boxes with
rounded
openings.
Figure 3. SIGA-270P, SIGC-270PB installation
Compatible Electrical Box
Cover
Release
Screw
Plate
Toggle
Switch
Glass Rod
Release Lever
Figure 2. SIGA-270, SIGC-270F, SIGC-270B installation
Compatibility
Signature Series manual stations are compatible only with EST's
Signature Loop Controller.
Warnings & Cautions
This devicewill not operate without electrical power. Asfires frequently
cause power interruption, we suggest you discuss further safeguards
with your local fire protection specialist.
Application
The operating characteristics ofthefire alarm stations are determined by
their sub -type code or "Personality Code". NORMALLY -OPEN ALARM -
LATCHING (Pesonality Code 1) is assigned by the factory; no user
configuration is required. The device is configured for Class B IDC
operation. An ALARM signal is sentto the loop controller when the
station's pull lever is operated. The alarm condition is latched at the
station.
www.gesecurity.com
Issue 7 Literature Sheet #85001-0279 Page 3 of 4
C,? TU .. t „Ea F')P I E'.14.. L i_A 101,1 PL.FPCBE`.
ecificationsTable
MW SIGA-270
SIGC-27OF SIGA-270P
Catalog Number SIGC-270B SIGC-270PB SIGA-278
Description Single Action - One Stage Single Action -Two Stage
Double Action - One StagePresignal)
Addressing Requirements Uses 1 Module Address Uses 2 Module Addresses Uses 1 Module Address
Operating Current Standby = 250µA Standby = 3961jA Standby = 250µA
Activated = 400µA Activated = 680µA Activated = 400µA
Construction & Finish Diecast Zinc - Red Epoxy w/Aluminum markings Lexan - Red w/White markings
Type Code Factory Set
Operating Voltage 15.2 to 19.95 Vdc (19 Vdc nominal)
Operating Temperature: 32oF to 120oF (01C to 49oC)
Storage and Operating Environmen Storage Temperature: -4oF to 140oF (-200C to 600C)
Humidity: 0 to 93% RH
On -board Green LED - Flashes when polled
LED Operation On -board Red LED - Flashes when in alarm
Both LEDs - Glow steady when in alarm (stand-alone)
Compatibility Use With: Signature Loop Controller
Agency Listings UL, ULC (note 1), MEA, CSFM
Note 1: SIGC-270F, SIGC-270B and SIGC-270PB are ULC listed only. Suffix " F" indicates French markings.
Suffix "B" indicates English/French bilingual markings.
Ordering Information Table
atalog
tr _^"t," umber Description Ship Wt.
Ibs (kg)
SIGA-270 One Stage Fire Alarm Station,
English Markings - UL/ULC Listed
SIGC-27OF One Stage Fire Alarm Station,
French Markings - ULC Listed
SIGC-270B One Stage Fire Alarm Station,
French/English Markings - ULC Listed
SIGA-270P Two Stage (Presignal) Fire Alarm Station,
English Markings - UL/ULC Listed
SIGC-270PB Two Stage (Presignal) Fire Alarm Station,
French/English Markings - ULC Listed
SIGA-278 Double Action (One Stage) Fire Alarm
Station, English Markings - UUULC Listed
ACCESSORIES
32997 GA Key w/Tag - for pre -signal station
CANADA ONLY)
276-K2 GA Key - for pre -signal station
USA ONLY)
27165
12 Glass Rods - for SIGA-270 series 1 (.05)
CANADA ONLY)
270-GLR
20 Glass Rods - for SIGA-270 series
USA ONLY)
276-GLR 20 Glass Rods - for SIGA-278 series
276B-RSB Surface Mount Box, Red 1 (.6)
for SIGA pull stations
Testing & Maintenance
To test (or reset) the station simply open the station and operate the
exposed switch. The SIGA-270 series are opened with a tool; the SIGA-
218 requires the key which is supplied with that station.
The station's automatic self -diagnosis identifies when it is defective and
causes a trouble message. The user-friendly maintenance program
shows the current state of each Signature series device and other
pertinent messages. Single devices may be deactivated temporarily,
from the control panel. Availability of maintenance features is dependent
on the fire alarm system used.
Scheduled maintenance (Regular or Selected) for proper system
operation should be planned to meet the requirements of the Authority
Having Jurisdiction (AHJ). Refer to current NFPA 72 and ULC CAN/ULC
536standards.
www.gesecurity.com
It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements.
All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact GE Security.
O 2005 GE Security Printed in U.S.A.
Page of Literature Sheet #85001-0279 Issue 7
EMNARCS SYSTEMS TECHNOLOGYm
Part of GE
Security NOTIFICATION APPLIANCES
Field Configurable
Morns and Strobes
G1 Series
Features
Unique low -profile design
The most compact UL-1971/ULC-S526 listed strobe available
Ultra -slim -protrudes less than one inch from the wall
Attractive appearance
No visible mounting screws
Four field -configurable options in one device
Select 15, 30, 75, or 110 cd strobe output
Select high (default) or low dB horn output
Select temporal (default) or steady horn output
Select public mode flash rate (default) or private mode
temporal flash
M Easy to install
Fits standard 1-gang electrical boxes - no trim plate needed
e Optional trim plate accommodates oversized openings
Pre -assembled with captive hardware
12 AWG terminals -ideal for long runs or existing wiring
Unparalleled performance
Industry's mosteven lightdistribution
Meets tough synchronizing standards for strobes
Single microprocessor controls both horn and strobe
Low current draw minimizes system overhead
Independent horn control over a single pair of wires
Highly regulated in -rush current
Multiple frequency tone improveswall penetration
Industry's firsttemporal strobe output
Description
The Genesis line of signals are among the smallest, most compact
audible -visible emergency signaling devices in the world. About the size
of a deck of playing cards, these devices are designed to blend with
any decor.
Thonksto patented breakthrough technology, GE Security Genesis
strobes do not require bulky specular reflectors and lenses. Instead, an
exclusive cavity design conditions lightto produce a highly controlled
distribution pattern. Significant development efforts employing this new
technology have given rise to a new benchmark in strobe performance
Full Light technology.
Full Light strobe technology produces a smooth light distribution pattern
without the spikes and voids characteristic of specular reflectors. This
imai;ination at work
One or more patents pending.
ensures the entire coverage area receives consistent illumination from
the strobe flash. As a result, Genesis strobes with FuIlLighttechnology
go well beyond the minimum UL-required "T" pattern, significantly
exceeding UL-1971 and ULC-S526light distribution requirements.
Although all Genesis strobes are self -synchronizing, when installed with
an optional synchronization module, strobe flashes from devices on the
some circuit synchronize to within 10 milliseconds of each other
indefinitely. This exceeds the two-hour minimum specified in the UL
standards. Only one synchronization module is required per circuit.
Genesis strobes and horn -strobes offer 15 to 110 candela output,
which is selectable with a conveniently -located switch on the side of the
device. The candela output setting remains clearly visible even after
final installation, yet it stays locked in place to prevent unauthorized
tampering.
Genesis horn output reaches as high as 99 dB and features a unique
multiple frequency tone that results in excellent wall penetration and an
unmistakable warning of danger. Horns maybe configured for either
coded or non -coded signal circuits. They can also be set for low dB
output with a jumper cut that reduces horn output by about 5 dB.
Genesis signals feature textured housings in architecturally neutral
white ortraditional fire red. An ingenious iconographic symbol indicates
the purpose of the device. This universal symbol is code -compliant and
is easily recognized by all building occupants regardless of what
language they speak. Models with "FIRE" markings are also available.
www.gesecurity.com
8985 TOWN CENTER PARKWAY, BRADENTON, FL 34202
PHONE: 888-378-2329 - FAX:866-503-3996
CANADA SALES:OWEN SOUND, ON 519-376-2430; FAX S19-376-7258
INTERNATIONAL SALES: (001) 905-270-1711. FAX (001) 90S-270-9553
Literature Sheet #85001-0573 Issue 3
Not to be used for installation purposes. Page 1 of 6
p? Tfi L 5ED FaR I `. i.vLA':10 PI PU %03E`_. lpfication
WenesJ '
is strobes are UL 1971-listed for use indoors as wall -mounted public -
mode notification a ppIion cesfor the hearing impaired. Prevailing codes require strobes
to be used where ambient noise conditions exceed 105 dBA (
87dBA in Canada), where occupants use hearing protection, and in
areas of public accommodation as defined in the Americans with Disabilities
Act (see application notes- USA). Combination horn -strobe
signals must be installed in accordance with guidelines established for
strobe devices. Strobes The following
guidelines
are based on ANSI/NFPA 72 National Fire Alarm Code (1999). When
applied and installed in accordance with that code, GE Security strobes
meet or exceed the illumination produced by the ADA-specified 75
candela (cd) strobe at 50 feet.* Non -Sleeping Rooms
EST wall mounted strobes* Up to 20'
x 20' (6.1 m x 6.1 m) One 15 cd strobe Up to 30'
x 30' (9.1 m x 9.1 m) One 30 cd or two 15 cd strobes Up to 40'
x 40' (12.2 m x 12.2 m) One 75 cd or two 30 cd strobes Up to 50'
x 50' (15.2 m x 15.2 m) One 110 cd or two 75 cd strobes Corridors Any length.
Maximum
width: 20' (
6.1m). 16 cd strobes
spaced at 100' 30.5 m)
max. Strobes must be placed within 15' (
4.5m) of each end of the
corridor. ADA suggests using
75 cd strobes throughout an area, with spacing that never exceeds 50 ft
from the strobe to any point in the protected space. Sleeping Rooms and
Corridors: GE Security strobes rated at less a 46110 cdperUL1971areintendedforuseinnonsleepingareasonly. Install with the
bottom of the device at least 80 inches (2.0 m) and no more than 96 inches (
2.4 m) above the finished floor. No point in any space (including corridors) required
to have strobes should be more than 50 feet (15.
2 m) from the signal (in the horizontal plane). For detailed spacing requirements,
consult The Handbook of Visible Notification Appliances for Fire
Alarm Applications published by GE Security Press, or contact
your local GE Security representative. Sleeping rooms: GE Security
110 cd strobes are intended for use in sleeping rooms and should
be installed along with a smoke detector. It must be wall mounted
at least 80" 12.03 m) above floor level, but no closer than 24" (610
mm) to the ceiling. The distance from the strobe to the pillow must not
exceed 16' (4.8 m). Sleeping Rooms EST wall
mounted strobe Any size 110 cd
within 16 feet of pillow Horns The suggested sound
pressure
level for each signaling zone used with alert or alarm signals is
at least 15 dB above the average ambient sound level,, or 5 dB above the
maximum sound level having a duration of at least 60 seconds, whichever is greater,
measured 5 feet (1.5 m) above the floor. The average ambient sound level
is, A -weighted sound pressure measured over a 24-hour period.
Doubling the distance from
the signal to the ear will theoretically result in a 6 dB
reduction of the received sound pressure level. The actual effect depends on the
acoustic properties of materials in the space. A 3 dBA difference represents a
barely noticeable change in volume. Application Notes - USA Audible
signals in the
public mode should never have a sound level less than 75 dBA at
10' (3 m) per NFPA 72. Signals cannot exceed 120 d6A per ADA and NFPA
72 otthe minimum hearing distance to audible appliance. Strobe and combination
horn/
strobe devices should be installed with the bottom of the
device at least 80 inches (2.0 m) and no more than 96 inches (2.4 m)
above the finished floor. Horns should be installed with their tops not less
than 6 inches (1S2 mm) below the ceiling and not less than 90 inches (2.
3 m) above the finished floor. Strobes must be used
to supplement audible signals wherever the average ambient sound level
exceeds 105 dBA. Combination audible/ visual signals must be
installed in accordance with NFPA guidelines established for strobes. ADA
requires visible signals
in the following areas: rest rooms, meeting rooms,
and other common use areas. sleeping rooms intended for
use by persons with hearing impairment in accordance with Title
1 of ADA). work areas used by
a person with a hearing impairment (per Title 1 of ADA). Application Notes -
Canada Based
in part on
1995 Canada National Building Code) The fire alarm signal
sound pressure level shall not exceed 110 dBA in any normally occupied area.
The sound pressure level from an audible signal in a floor
area used for occupancies other than residential occupancies shall not be
less than 10 dBA above ambient levels, and never less than 65
dBA. In sleeping rooms the sound pressure level from an audible signal
shall not be less than 7S dBA when any interven- ing doors between the
device and the sleeping room are closed. Audible signal devices shall
be installed not less than 1.8 m to the center of the device above
the floor (per CAN/ULC S524). The fire alarm audible
signal shall be supplemented by fire alarm strobes in any floor
area where the ambient noise level exceeds 87 dBA, or where the occupants
of the floor area use ear protective devices, are located within on audiometric
booth, or are located within sound insulating enclosures. This also applies
to assembly occupancies in which music and other sounds associated with
performances could exceed 100 dBA Strobes shall be installed
in a building so that the flash from one device is visible throughout the
floor area or portion thereof in which they are installed. For maximum safety,
GE Security recommends that strobes be installed as per the
guidelines shown here under Strobe Spacing. www.gesecurity.com Page
2 of 6
Literature Sheet #85001-0573 Issue 3
E0 FOR I TA,LA110PI Pl. P PC, E.
It'iStCllipt1C3t1
Genesis horns and strobes mount to any standard one -gang surface or
flush electrical box. Matching optional trim plates are used to cover
oversized openings and can accommodate one -gang, two -gang, four -
inch square, or octagonal boxes, and European 100 mm square.
Genesis Horn/Strobe with
optional
trim plate
All Genesis signals come pre -assembled
with captive mounting screws for easy
installation. Two tabs at the top of the
signal unlock the cover to reveal the
mounting hardware. The shallow depth of
Genesis devices leaves ample room
behind the signal for extra wiring. Once
installed with the cover in place, no
mounting screws are visible.
Field Configuration
Temporal horn and horn -strobe models
are factory set to sound in a three -pulse
temporal pattern. Units may be config-
ured for use with coded systems by
Wiring
Field wiring terminals accommodate #18 to #12 AWG (0.75 mmz to 2.5
mmz) wiring. Horns, strobes, and combination horn -strobes are
interconnected with a single pair of wires as shown below.
0
Polarity
alarm c
O
Note: Strobes must have continuous voltage.
next device
end of line
device
cutting ajumper on the circuit board. This results in a steady output
that can be turned on and off (coded) as the system applies and
removes power to the signal circuit. A Genesis Signal Master is required
when horn -strobe models are configured for coded systems. Non -
temporal, horn -only models sound a steady tone.
Genesis strobes and horn -strobes are shipped from the factory ready
for use as UL 1971 compliant signals for public mode operation. These
signals may be configured for temporal flash by cutting ajumper on the
circuit boord.This battery -saving feature is intended for private mode
signaling only.
Genesis strobes and horn -strobes may be set for 15, 30, 75, or 110
candela output. The output setting is changed by simply opening the
device and sliding the switch to the desired setting. The device does not
have to be removed to change the output setting. The setting remains
visible through a small window on the side of the device after the cover
is closed.
Horns and horn -strobes are factory set for high dB output.
Low dB output may be selected by cutting ajumper on the circuit board.
This reduces the output by about S dB.
www.gesecurity.com
Issue 3 Literature Sheet #85001-0573 Page 3 of 6
O' 10 c J S E P FOR I N ' T A L LA710 FI PUPPr)'-,EI.
J-
cifications
ousing Red or white textured UV stabilized, color impregnated engineered plastic. Exceeds 94V-0 UL flammability rating.
Lens Optical grade polycarbonate (clear)
Mounting Flush mount: 21/2 inch (64 mm) deep one -gang box
indoor wall mount only) Surface mount: EST model 27193 surface mount box, wiremold box, or equivalent surface -mount box
With optional trim plate: One -gang, two -gang, four -inch square, octagonal, or European single -gang box
Wire connections Screw terminals: single input for both horn and strobe. #18 to #12 AWG (0.75 mm2 to 2.5 mmz) wire size
Operating environment Indoor only: 32-120°F (0-49°C) ambient temperature. 93% relative humidity
Agency UL 1971, UL 1638, UL 464, ULC S525, ULC S526, CSFM, CE, FCC, (MEA, FM pending).
listings/approvals (All models comply with ADA Code of Federal Regulation Chapter 28 Part 36 Final Rule.)
Dimensions (HxWxD)
Signal: 4-1/2" x 2-3/4" x 13/16" (113 mm x 68 mm x 21 mm)
Trimplate: 5" (127 mm); Height— 5-7/8" (149 mm); Depth — 1/2" (13 mm)
G1-HD series temporal -tone horns: non -coded, filtered 16-33 Vdc or unfiltered 16-33 Vdc FWR (or coded when
horn set to steady tone)
Operating voltage G1-HDVM series temporal -tone horn -strobes: non -coded, filtered 16-33 Vdc or unfiltered 16-33 Vdc FWR
or coded (audible NAC only) when used with optional G1M Genesis Signal Master)
G1-VM series strobes: non -coded, filtered 16 - 33 Vdc or unfiltered 16-33 Vdc FWR
G1-P series steady -tone horns: coded or non -coded, filtered 20-31 Vdc or unfiltered 20-27 Vfwr
Strobe output rating UL 1971, UL 1638, ULC S526: selectable 15 cd, 30 cd, 75 ad, or 110 cd output
G1-VM strobes and G1-HDVM series temporal -tone horn -strobes: one flash per second synchronized with
Strobe flash rate optional G1 M Genesis Signal Master indefinitely within 10 milliseconds (or self -synchronized within
200 milliseconds over thirty minutes on a common circuit without G1 M Genesis Signal Master)
Temporal setting (private mode only): synchronized to temporal output of horns on same circuit
Compatible synchronization G1M, G1M-RM, SIGA-CC1S, SIGA-MCC1S
modules*
G1-HD temporal -tone horns and G1-HDVM series temporal -tone horn -strobes: temporal rate synchronized
Horn pulse rate with optional G1M Genesis Signal Master indefinitely within 10 milliseconds (or self -synchronized within
200 milliseconds over thirty minutes on a common circuit without G1 M Genesis Signal Master)
G1-P steady -tone horns: continuous, steady tone only
t;., poral audible pattern '/2 sec ON, Yz sec OFF, '/z sec ON,'/z sec OFF, Y2 sec ON, 1 Yz sec OFF, then repeat cycle
f'
compatible wrth G1-P Senes horns.
dBAoutput
Temporal Horns, Horn -strobes (G1-HD, G1-HDVM series) — High dB Setting
UL464 Average Peak
Temporal Steady Temporal/Steady Temporal/Steady
16 Vdc 81.4 85.5 91.4 94.2
24 Vdc 84.4 88.6 94.5 97.6
33 Vdc 86.3 90.4 96.9 99.5
Temporal Horns, Horn -strobes (G1-HD, G1-HDVM series) — Low dB Setting
UL464 Average Peak
Temporal I Steady Temporal/Steady Temporal/Steady
16 Vdc 76.0 80.1 86.3 89.2
24 Vdc 79.4 83.5 89.8 92.5
33 Vdc 82.1 86.5 92.5 95.3
Steady Tone Horns (G1-P series)
UL464 Average Peak
16 Vdc 77 90 91
24 Vdc 77 90 91
33 Vdc 77 90 91
Notes
1. All values shown are dBA measured at 10 feet (3.01m).
2. UL464 values measured in reverberation room.
3. Average and Peak values are measured in anechoic chamber.
Average Sound Output WBA).
High dB setting, anecho ac, 24V, measured at 10ft)
Light output - (effective cd)
Percent of UL rating versus angle
co•
www.gesecurity.com
Page 4 of 6 Literature Sheet #85001-0573 Issue 3
f'
compatible wrth G1-P Senes horns.
dBAoutput
Temporal Horns, Horn -strobes (G1-HD, G1-HDVM series) — High dB Setting
UL464 Average Peak
Temporal Steady Temporal/Steady Temporal/Steady
16 Vdc 81.4 85.5 91.4 94.2
24 Vdc 84.4 88.6 94.5 97.6
33 Vdc 86.3 90.4 96.9 99.5
Temporal Horns, Horn -strobes (G1-HD, G1-HDVM series) — Low dB Setting
UL464 Average Peak
Temporal I Steady Temporal/Steady Temporal/Steady
16 Vdc 76.0 80.1 86.3 89.2
24 Vdc 79.4 83.5 89.8 92.5
33 Vdc 82.1 86.5 92.5 95.3
Steady Tone Horns (G1-P series)
UL464 Average Peak
16 Vdc 77 90 91
24 Vdc 77 90 91
33 Vdc 77 90 91
Notes
1. All values shown are dBA measured at 10 feet (3.01m).
2. UL464 values measured in reverberation room.
3. Average and Peak values are measured in anechoic chamber.
Average Sound Output WBA).
High dB setting, anecho ac, 24V, measured at 10ft)
Light output - (effective cd)
Percent of UL rating versus angle
co•
www.gesecurity.com
Page 4 of 6 Literature Sheet #85001-0573 Issue 3
Temporal Horns, Horn -strobes (G1-HD, G1-HDVM series) — Low dB Setting
UL464 Average Peak
Temporal I Steady Temporal/Steady Temporal/Steady
16 Vdc 76.0 80.1 86.3 89.2
24 Vdc 79.4 83.5 89.8 92.5
33 Vdc 82.1 86.5 92.5 95.3
Steady Tone Horns (G1-P series)
UL464 Average Peak
16 Vdc 77 90 91
24 Vdc 77 90 91
33 Vdc 77 90 91
Notes
1. All values shown are dBA measured at 10 feet (3.01m).
2. UL464 values measured in reverberation room.
3. Average and Peak values are measured in anechoic chamber.
Average Sound Output WBA).
High dB setting, anecho ac, 24V, measured at 10ft)
Light output - (effective cd)
Percent of UL rating versus angle
co•
www.gesecurity.com
Page 4 of 6 Literature Sheet #85001-0573 Issue 3
Steady Tone Horns (G1-P series)
UL464 Average Peak
16 Vdc 77 90 91
24 Vdc 77 90 91
33 Vdc 77 90 91
Notes
1. All values shown are dBA measured at 10 feet (3.01m).
2. UL464 values measured in reverberation room.
3. Average and Peak values are measured in anechoic chamber.
Average Sound Output WBA).
High dB setting, anecho ac, 24V, measured at 10ft)
Light output - (effective cd)
Percent of UL rating versus angle
co•
www.gesecurity.com
Page 4 of 6 Literature Sheet #85001-0573 Issue 3
Notes
1. All values shown are dBA measured at 10 feet (3.01m).
2. UL464 values measured in reverberation room.
3. Average and Peak values are measured in anechoic chamber.
Average Sound Output WBA).
High dB setting, anecho ac, 24V, measured at 10ft)
Light output - (effective cd)
Percent of UL rating versus angle
co•
www.gesecurity.com
Page 4 of 6 Literature Sheet #85001-0573 Issue 3
J SEE) FOR I[,I IAAT 061 PL'i?=r):; ES. Current
Draw Strobes,
Horn -Strobes Multi-
cd Wall Strobes (G1-VM) III
Namanlato Rate.,., n n ia71 Gcr,., ;—,. NA.... 16
Vdc b6Vfwr15
cd 30 cd 75 cd 110 cd RMS
RMS RMS RMS 103
141 255 311 125
179 346 392 Typical
Current (Measured by FST) 15
cd 30 cd 75 cd 110 cd RMS
Mean RMS Mean RMS Mean RMS Mean 16
Vdc 85 79 127 124 245 243 285 283 20
Vdc 71 66 98 96 188 186 240 238 24
Vdc 59 55 82 80 152 150 191 190 33
Vdc 46 44 64 63 112 111 137 136 16
Vfwr 119 64 169 97 332 203 376 240 20
Vfwr 103 51 143 76 253 150 331 198 24
Vfwr 94 44 129 65 218 121 262 152 33
Vfwr 87 37 1 112 1 52 179 89 205 106 Multi-
cd Wall Temporal Horn -strobes (G1-HDVM) — High dB Setting L11
Namanlato Rare.,., n u ia7i Gcr,,,. ,,. Nn.,., -- 16
Vdc 16
Vfwr 15
cd 30 cd 75 cd 110 cd RMS
RMS RMS RMS 129
167 281 337 176
230 397 443 Typical
Current (Measured by EST) 15
cd 30 cd 75 cd 110 cd RMS
Mean RMS Mean RMS Mean RMS Mean 16
Vdc 102 89 135 129 246 242 309 305 20
Vdc 88 77 109 104 193 190 248 243 24
Vdc 81 71 94 90 161 158 203 200 33
Vdc 1 74 64 72 74 124 121 154 151 16
Vfwr 144 77 1 182 106 352 212 393 249 20
Vfwr 141 68 162 87 274 158 362 210 24
Vfwr 136 65 152 76 235 133 282 165 33
Vfwr 125 54 144 65 201 101 232 123 Multi-
cd Wall Temporal Horn -strobes (G1-HDVM) - Low dB Setting UL
Namanlata Ratinn n n 1a71 FfiFo r;,,e RA_ on 16
Vdc 16
Vfwr 15
cd 30 cd 75 cd 110 cd RMS
RMS RMS RMS 122
160 274 330 162
216 383 429 Typical
Current (Measured by EST) 15
cd 30 cd 75 cd 110 cd RMS
Mean RMS Mean RMS Mean RMS Mean 16
Vdc 96 84 130 124 243 1 240 302 297 20
Vdc 79 70 104 99 189 186 241 1 237 24
Vdc 68 61 88 84 156 154 197 193 33
Vdc 1 56 52 1 71 68 118 116 146 143 16
Vfwr 128 69 180 104 344 204 389 244 20
Vfwr 118 60 157 84 266 156 343 200 24
Vfwr 113 54 144 74 230 128 279 161 33
Vfwr 112 48 137 64 197 99 226 117 Issue
3 Horns
Wall
Temporal Horns (G1-HD) UL
Namenlate Ratina (III 4Rd Fffootf"o nn- )nnAI High
dB Low dB RMS
RMS 16
Vdc 26 19 24
Vdc 36 27 33
Vdc 41 33 16
Vfwr 51 37 24
Vfwr 69 52 33
Vfwr 76 70 Typical
Current (Measured by EST) High
dB Low dB RMS
Mean RMS Mean 16
Vdc 22 17 17 14 20
Vdc 24 19 19 16 24
Vdc 27 21 22 18 33
Vdc 32 25 26 22 16
Vfwr 34 15 1 30 14 20
Vfwr 40 19 34 16 24
Vfwr 45 21 38 18 33
Vfwr 52 24 47 22 Wall
Horns (G1-P) UL
Nameplate Rating RM
16
Vdc 1 9 7 24
Vdc 11 9 33
Vdc 13 11 16
Vfwr 9 5 24
Vfwr 10 7 33
Vfwr 11 9 Measured
by EST RM
24
Vdc 10 10 24
Vdc 11 11 31
Vdc 12 12 20
Vfwr 9 8 24
Vfwr 10 9 Notesand
Comments 1.
Current values are shown in mA. 2.
UL Nameplate Rating can vary from Typical Current due to measurement methods
and instruments used. 3.
GE Security recommends using the Typical Current for system design including
NAC and Power Supply loading and voltage drop calculations. 4.
Use the Vdc RMS current ratings for filtered power supply and battery AH calculations.
Use the Vfwr RMS current ratings for unfiltered power supply calculations.
5.
Fuses, circuit breakers and other overcurrent protection devices are typically
rated for current in RMS values. Most of these devices operate based
upon the heating affect of the current flowing through the device. The
RMS current (not the mean current) determines the heating affect and therefore,
the trip and hold threshold for those devices. 6.
Our industry has used 'mean' currents over the years. However, UL will direct
the industry to use the 2004 RMS values in the future. www.
gesecurity.com Literature
Sheet #85001-0573 Page 5 of 6
10' IC 'SEO FOR I ST 4,LI-A; 101,I PUrP0' E'..
adoring Information
OF Catalog Number
Description Ship Wt. p
Ibs (kg) White Finish Red Finish
G1-HDVM G1R-HDVM Genesis Horn -Strobe (selectable 15, 30, 75, or 110 cd output, selectable high/low dB output)
G1-VM G1 R-VM Genesis Strobe (selectable 15, 30, 75, or 110 cd output)
D!!,% G1R-HD Genesis Temporal Horn (selectable high/low dB output)
G1-P G1R-P Genesis Steady Horn (not compatible with Genesis Signal Master)
G1F-HDVM G1RF-HDVM Genesis Horn -Strobe (selectable 15, 30, 75, or 110 cd output, selectable high/low dB output)
with "FIRE" marking
0.25
0.11)
G1F-VM G1RF-VM Genesis Strobe (selectable 15, 30, 75, or 110 cd output) —with "FIRE" marking
G1F-HD G1RF-HD I Genesis Temporal Horn (selectable high/low dB output) —with "FIRE" marking
G1F-P G1RF-P I Genesis Steady Horn with "FIRE" marking (not compatible with Genesis Signal Master)
Mounting Accessories
G1T G1RT Genesis Trim Plate (for two -gang or 4" square boxes) 0.15 (0.7)
G1T-FIRE G1RT-FIRE Genesis Trim Plate (for two -gang or 4" square boxes) with "FIRE" markings 0.15 (0.7)
27193-16 27193-11 One -gang surface mount box 1 (0.4)
Synchronization Modules
G1M Genesis Signal Master — Snap -on Mount
G1M-RM Genesis Signal Master— Remote Mount (1-gang) 0.2 (0.1)
SIGA-CC1S Intelligent Synchronization Output Module (2-gang) 0.5 (0.23)
SIGA-MCC1S Intelligent Synchronization Output Module (Plug-in UIO) 0.18 (0.08)
O)FIRE
Genesis Horn -Strobes may
be ordered in red or white,
with orwithout'FIRE'
marking.
WARNING: These devices will not operate without electrical power. As fires frequently cause power interruptions, we suggest you discuss further safeguards with your local
fire protection specialist.
These visible signal appliances' flash intensity may not be adequate to alert or awaken occupants in the protected area. Research indicates that the intensity of strobe needed
to awaken 90 % of sleeping persons is approximately 100 ad. GE Security recommends that strobes in sleeping rooms be 110 cd minimum.
Genesis and FullLight Strobe Technology ore trademarks of GE Security, Inc.
t'
www.gesecurity.com
It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements.
All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact GE Security,
0200S GE Security Printed in U.S.A.
Page 6 of 6 Literature Sheet #85001-0573 Issue 3
Mmn
EDWARDS SYSTEMS TECHNOLOGY
Job Name: RINEHART ROAD RETAIL
HOP SING'S CHINESE REST.
Description Quantity Alarm (mA) Total Alarm
mA
G1(R)-H Genesis Temporal Horn 25 0
G1 R -P Genesis Steady Horn 10 0
G1 R -HV15 Genesis Temporal Horn/Strobe- 15cd 66 0
G1(R)-HV30 Genesis Temporal Horn/Strobe - 30cd 104 0
G1 R -HV60 Genesis Temporal Horn/Strobe - 60cd 148 0
G1 R -HDVM Horn/Strobe - 15cd 71 0
G1(R)-HDVM Horn/Strobe - 30cd . 90 0
G1 R -HDVM Horn/Strobe - 75cd 7 158 1106
G1 R -HDVM Horn/Strobe - 110cd 2 200 400
G1 R -VM Strobe - 15cd 55 0
G1 R -VM Strobe - 30cd 80 0
G1 R -VM Strobe - 75cd 5 150 750
G1 R -VM Strobe - 110cd 190 0
G1-M/G1-RM Genesis Signal Master 10 0
757S2-75PS 75cd Speaker/Strobe - 160 0
757-8A-SS25 110cd Speaker/Strobe 219 0
CS405-7A-T 15/75cd Strobe 96 0
Total Alarm Current mA - NAC 2256
Description Quantity Standby
mA)
Main CPU & LCD 1 117
PS6 Power Supply 72
SLIC Loop Controller 33
DLD Dual Line Dialer 1 13
ZR8 Relay Card 7
X485 Class "A" RS-485 and UART 75
SL30, SL30-1 LED and Switch 1
ZB16-4 Class "B" Zone Card 123
7A8-2 Class "A" Zone Card 73
Smoke Power, 4-wire
Smoke Power, SIGA-UM, P-Code 13,14,20,or 21 ( 9or0
2-MCM
Smoke Power, SIGA-UM, P-Code 13,14,20,or 21
SIGA-UM P-Codes 13,14,20, or 21
QSA Remote Annunciator
Total:
Total Notification Appliances (mA)
Battery Calculation
Supervisory Hours 60
Alarm Minutes 5
Battery Capacity (AH) = ((A x B) + (C x D))/E
A = Total Current Standby 130 mA
B = Number of Hours 60 Hrs.
C = Total Minutes in Alarm 0.083333 Min.
D = Total Alarm Current 2417 mA
E = Derating percentage 80%
Battery Capacity ( AH )_ 10.002 AH
2
105
130
Total
Standby
mA
Alarm (mA) Total Al
117 135 135
0 96 0
0 57 0
13 26 26
0 144 0
0 75 0
0 45 0
0 123 0
0 73 0
0 0
34 0
34 0
0 0
0 ]IMM 0
161
2256
JEB BUSH DTANE CARR
GOVERNOR
DISPLAY AS REQUIRED BY LAW
SECRETARY I
JEB BUSH
GOVERNOR
DIANE CARR
DISPLAY AS REQUIRED BY LAW
SECRETARY
0 O
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GE Infrastructure
Security
Presented to
Brian Peseckg, Commercial Systems Group Inc.
for the,cornpletion of the
Digiplex/Cuberdome Technical Training
June 3, 2005 Orlando, FL
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Dave Luna, Trainer
NATIONAL INSTITUTE FOR CERTIFICATION
IN ENGINEERING.'TECHNOLO GIES
HEREBY CERTIFIES THAT
BRIAN L. PESECKY
HAS ATTAINED THE GRADE OF
LEVEL I
IN FIRE PROTECTION ENGINEERING TECHNOLOGY
FIRE' ALARM SYSTEMS
AND RECOGNIZES THAT THROUGH EDUCATION,
EXPERIENCE, AND KNOWLEDGE THIS PERSON HAS
MET THE STANDARDS SET FORTH BY THIS INSTITUTE,
Certification Valid through June 1, 2006
CERTIFICATION NUMBER 108533
TIle.
CHAIRMAN OF THE BOARD OF GOVERNORS, N10ET
SPONSORED BY THE NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS
4,
Tkis is to Cert that
B17*an Tesccj y
Commercia( SYsten's Croup, Inc.
has successfu((y completed the
E5T2 Certifieatian (SDU) Course
a fac torn. training program for
the insta(fation, programming, and networking of EST-2,
and is hereb awardedfac toffy cent f ,afion.
K.
4/6/2005 54 Hours
f. 1 I
Ccrttficntiantr her: 52i46.
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