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NOTE'.. WHEN TWO OR MORE CLASSROOMS (23 2 x36 EACH) .NOTE. LESSEE/END USER IS RESPONSIBLE FOR LOCATING NOTE A.SWiVEL STRAP CAN BE CONNECTED TO THE
ARE INSTALLED SIDE BY SIDE (AS. ILLUSTRATED IN THE ALL. UNDERGROUND 'UTILITIES AND DESTRUCTIONS. PERIMETER FRAME FLANGE '+FOR 'FRAME Ili
SIN UNIT
FOUNDATION
UND �7 - EXAMPLE ABOVE) ONLY THE. OUTSIDE EXTERIDR PERIMETER IS: iIE-DOWNS: -
iJ11VGIBE ULVlT j'OlJ 1V jJATION.PLAIV - .NOTE LESSEE/END USER. IS RESPONSIMITTIN R CONDUCTING
REQUIRED TO STRAPPED AND. ANCHORED A ;PULL TEST' IF REQUIRED FOR PERMITTING. NO STRAP LOCATIONS MAY VARY SLIGHTLY DUE TO Cl
SCALE: 3/16" -_ 1�_0�� �I
NPLE:'ANY STATE OF FLORIDA APPROVED TIE -DOWN BUILDINGS BEING CONSTRUCTED BY MULTIPLE MANUFACTURER.. SYMBOLS
METHOD MAY BE USED
T. FRAME
MULTI -UNIT FOUNDATION PLAN o %D n%Ga t Z
SCALE: 31116 I -0.,
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ANCHOR
& STRAPPING SCH
DULE
4 STRAPS
PER
23'-2"
FRONT AND REAR
WALL
23
2'x3G'
BOX
130
MPH
6
STRAPS
PER
36,
LONG
WALL
23'
2'x36'
BOX
140
MPH
7
STRAPS
PER
36
LONG
WALL
23
2°x36'
BOX
150
MPH
8
STRAPS
PER
36
LONG
WALL '
23
2 x36'
BOX
160
MPH
8
STRAPS
PER
36
LONG
WALL
23-2'x36'
BOX
170
MPH
9
STRAPS
PER
36
LONG
WALL
23-2'x36'
BOX
180
MPH
10
STRAPS
PER
3
LONG
WALL
232'x36'
—
BOX
186
MPH
10
STRAPS
DER
3
LONG
WA_i -
N TE: WHEN TWO OR MORE CLASSROOMS (23 2'x36' EACH)
ARE INSTALLED SIDE BY SIDE CAS ILLUSTR(TED IN THE
EXAMPLE ABOVE) ONLY THE OUTSIDE EXTER OR PERIMETER IS
REQUIRED TO BE STRAPPED AND ANCHORED
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REVIEWED FOR D
CODE COMPLIANCE l�
C X'
ST. LUCIE COUNTY CN
BOCC
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
FE LICENSE #38769
,I
REVISION DATE DATE 05-22-2018
1
DRAWN: R.L.G.
4JOB #: 24X36 ECO FOUND
Xr
70ATE:SHEET NO.
I.
A4
0 COPYRIGHT 2016-MODULAR PLANS DESIGN. CO.
FOUNDATION DIMENSIONS
A. CLASSROOM WIDTH
B. PIER TO MODULE EDGE
C. STEEL BEAM SPACING
23' - 2'
SEE FRAMING
SEE FRAMING
D. MAX. PIER SPACING
MINIMUM S01 BEARING f L BE G CAPACITY
6' - 0'
2300 PSF
1
P T 2x8 ' -H '�
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24% 24"x7/8" ABS PAD S 2 - 4"x8 x..6".CA- P CC,c
�k—
=m A MAXIMUM [IF (2) LAYERS.1 4 a 2 x x2c'x 8 35 -A;
o �I 19 xi9 x3/. ABS . AD
z N TE s L;_-`E BS PAL S:Z= S
NOTE SELECTED ADS PAD SIZE MUST
� - 3- =D„A_ 'E 7� LPW.AT R `�AN ? � SF
A LOW PIER "AN BE E uay To OR GREATER T ER THAN 2. s B LOW PIER 1113
11
„
n� SCALE: 3/4" F-0" !14 SCALE: 3/4„= 11_0
TYPICAL GROUND ANCHOR DETAIL
SCALE: -NTS-
MODULAR SIDEWALL FRAME TIE TO WRAP
THRU I -BEAM SLOT
MODULAR SIDEWALL FRAME FIE TO WRAP
THRU I BEAM SLOT Wt C '(NXY ( x Nilv�
FBC, 6TH EDITION (2017)
COMPLIANCE STATEMENT: PERIMETER RAIL (CONT.)
1. BASIC WIND SPEED SEE ANCHOR SCHEDULE PERIMETER RAIL (CONT.) — CROSSMEMBER
FRAME BEYOND
2. RISK CATEGORY: II CROSSME BER
3. WIND EXPOSURE: C TYPICAL TYPICAL
4. INTERNAL PRESSURE COEFF.: ;0.18 FRAME B BEYOND TIE DOWN STRAP PIER TYPE 'A'
TIE DOWN STRAP PIER TYP 'A'
EXISTING GRADE EXISTING GRADE
.., v..0✓ Tl� ,x
GROUND ANCHOR NOTE
GENERAL NOTE: z TYP, GROUND ANCHOR z TYP: GROUND ANCHOR
STABILIZER PLATES ARE NOT REQUIRED WITH z
INSTALLATION. HOWEVER, ANY UNSTABLE SOIL
CONDITIONS THAT MAY IMPACT THE GROUND o 0
ANCHORS ABILITY TO RESIST UPLIFT MUST BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT.
FOUNDATION DIMENSIONS
A. CLASSROOM WIDTH
B. PIER TO MODULE EDGE
C. STEEL BEAM SPACING
23' - Z'
SEE FRAMING
SEE FRAMING
D. MAX. PIER SPACING
MINIMUM SOILBEARINGCAPACITY
6' - 0-
2000 PSF
-iL 2'-
P.I. 2x8 SHIMS
T ti1\
4"x8"xl6 CAP BLOCK t
8"z8"x1fi" CMU BLOCK �
19%19"x7f8" ABS PAD2 8'x8"x16° CM„ BCC--
NOTEWOOD SHIMS CAN BE PL CED
1'-7" ON TOP OF THE PIER U TO
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2 _ ?'x8 x10 C4 B_CCK
24">i 2�"x7f8° ABS PAD—+ i
A MAXIMUM OF (2) LAYERS,
19%19"x3/4" ABS DAD 11
_ _'
r _ S-L:�:EL =5S ?^I SIZE uJS:'
NOTE SEI ECTED ADS PAD SIZE MUST - ;-RED ER T-4N a-, S.F
"All
BE E UAL TO OR GREATER THAN 3=_ _O a T,E: O�
A PIER A G zs s B PIER NDII
�A SCALE: 3/4" 1'-0 „A SCALE: 3/4"
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y 19' x19' x7/8' ABS PAD
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"
ON TOP OF THE PIER UP TO
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C LOW - SECTION TIE DOWN, SIDEWALL (TYP.) C SECTION TIE DOWN, SIDEWALL (TYP.)
n ^ SCALE: 3/4" = F-0" p SCALE: 34" = 1'_0"
FRAME TIE TO WRAP MODULAR ENDWALL
THRU I -BEAM SLOT
ENDWALL - SEE SHEET
FRAME TIE TO WRAP A3 FOR DETAILS A/1,,;
THRU I -BEAM SLOT k V:%. 1 NW X h`
PERIMETER RAIL
STRUCTURAL,
V V v I -BEAM
PERIMETER RAIL - SEE — — I- — — ——
A3 FOR DETAILS PIER TYPE 'B'
STRUCTURAL, PIER TYPE `B'
I -BEAM __
TYPICAL EXISTING GRADE TYPICALTIE DOWN STRAP
EXISTING GRADE
TIE DOWN STRAP
TYP, G ❑UND ANCHOR z TYP. GROUND ANCHOR
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D LOW SECTION TIE DOWN, MATELINE TYP, D SECTION TIE DOWN, MATELINE TYP.
A A SCALE: 3/4„ = F-0„ p A SCALE: 3/4" = F-0"
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FOUNDATION NOTES:
MATERIAL SPECIFICATIONS:
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SOIL & SITE PREPARATION:
1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF
2000 PSF. ANY SOIL CONDITIONS THAT MAY DIFFER FROM THIS MUST BE BROUGHT
W
TO THE ATTENTION OF THE ARCHITECT.
2. FOUNDATIONS SHALL BE BUILT' N
0 UNDISTURBED SOIL OR PROPERLY COMPACTED
•�
,.
FILL MATERIAL. COMPACTED SOILS SHALL BE TESTED TO A MINIMUM OF
a
95% PROCTOR IN ACCORDANCE WITH ASTM D 1557.
O O
3. EXCAVATIONS FOR FOUNDATIONS SHALL BE BACKFILLED WITH SOIL WHICH IS
FREE OF ORGANIC MATERIAL. CONSTRUCTION DEBRIS. AND LARGE ROCKS.
4. LESSEE/END USER IS RESPONSIBLE FOR ENSURING THAT SITE. SOIL CONDITIONS
E E
MEET OR EXCEED THE REQUIREMENTS SHOWN.
BASE PAD:
1. PIER FOOTING TYPE "A" SHALL BE 19"X19" ABS PAD OR 16"X16"X4". 2500 PSI
CONCRETE PAD. PIER TYPE "B" IS TO BE AS SHOWN.
2. CONCRETE IN FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF NO
10 10
LESS THAN 2500 PSI AT28 DAYS.
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MASONRY UNIT:
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2'
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10009
1. PIERS SHALL BE, CONSTRUCTED WITH NOMINAL 8"X8"X16" CONCRETE MASONRY
UNITS CONFORMING TO ASTM C-90. TO INCREASE PIER HEIGHT 8"X8"X 16"':MASONRY
L!
D U- 2
UNITS MAY BE USED. MAX PIER HEIGHT IS' 2". MINIMUM PIER HEIGHT MAY
®�
CONSIST OF A SINGLE LAYER OF P.T. WOOD DIRECTLY ON TOP OF AN ABS PAD.
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WOOD & SHIM MATERIAL:
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1. ALL WOOD BLOCKING AND SHIMS SHALL BE CEDAR OR PRESSURE TREATED.
GROUND ANCHORS:
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1. GROUND ANCHORS SHALL HAVE 4725# MIN. ULTIMATE CAPACITY & SHALL BE
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INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. GROUND
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ANCHORS SHALL BE GALVANIZED UNLESS OTHERWISE SPECIFIED.
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TIE -DOWN STRAPS:
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1. THE TIE -DOWN STRAPS SHALL BE I-}" X 0.35" GALVANIZED STEEL QQS-781-H TYPE I
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FINISH-B. GRADE-L TIE -DOWN STRAPS AND CONNECTING HARDWIRE SHALL HAVELL
47254 MIN. ULTIMATE CAPACITY.
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INSTALLATION SPECIFICATIONS:
SOIL & SITE PREPARATION: �/ p
1. WHERE WATER IMPACTS THE GROUND FROM A ROOF VALLEY. DOWN SPOUT. � U
SCUPPER, OR OTHER RAINWATER COLLECTION OR DIVERSION DEVICE. PROVISIONS z
SHALL BE MADE TO PREY SOIL_ ERO ION AND DIRECT THE WATER W 2
PREVENT _ _ S ERA AY FROM _ - r ,,_,_,
THE FOUNDATION. r—� cn
2. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE. I--` W
THE AREA UNDER FOOTINGS. FOUNDATIONS. AND CONCRETE SLABS ON GRADE Q cn
SHALL HAVE NO VEGETATION. STUMPS. ROOTS. AND FOREIGN MATERIAL O z
REMOVED PRIOR TO THEIR CONSTRUCTION, FILL MATERIAL SHALL BE FREE OF a
VEGETATION AND FOREIGN MATERIAL.
MASONRY UNIT: e
1. LONG DIMENSION OF ALL PIERS MAY BE INSTALLED PERPENDICULAR OR
PARALLEL TO THE FRAME. MAXIMUM OF (4) COURSES. (32" HIGH ) UNLESS
OTHERWISE NOTED. EACH COURSE OF BLOCK ON PIER TYPE "B" SHALL BE
PERPENDICULAR TO THE PREVIOUS COURSE. PIER MAY CONSIST OF ABS PAD AND
(1) LAYER OF P.T. WOOD.
2. CONCRETE MASONRY UNITS SHALL CONFORM TO THE ASTM C 90 STANDARDS. �=
3.CONSTRUCTION OF DRY -STACKED.: SURFACE BONDED MASONRY WALLS WHEN �
SPECIFIED. INCLUDING STACKING AND LEVELING OF ALL UNITS. MIXING AND THE C� z
APPLICATION OF MORTAR. CURING AND PROTECTION SHALL COMPLY WITH ASTM L1_
C 946. uJ
TIE -DOWN STRAPS: �®
I. THE FIRST TIE-DOWT STRAP FROM THE END OF EACH 36" WALL SHALL NOT EXCEED �'
2'-6". DOES NOT APPLY TO STRAPS ON THE 2T-2" FRONT AND REAR OF EACH �®
CLASSROOM.Li z
2. TIE DOWN STRAP SPACING SHOULD BE EQUAL DISTANCE. HOWEVER. STRAPS MAY C_)
MOVE AS MUCH AS F-6" IN EITHER DIRECTION SHOULD SITE CONDITIONS DICTATE. D
3. REFER TO ANCHOR AND STRAPPING SCHEDULE FOR MINIMUM NUMBER OF GROUND �= 0
ANCHORS. LL
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. LI CIE C T C) N
BOCiCii, G�
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
REVISION DATE:
CCPYR10liT 2016-MODUTAR PLANS DESIGN, CO.
�110 ORBEGOSO
LORIDA P.E. 38769
DATE: C224-?l
DATE: 05-22-2018
DRAWN: R L G
JOB #: 24X36 ECO FOUND
SHEET NO.
A4.1