10-640-009* ** OVERTURNING AND SLIDING * **
WIND PER ASCE 7 -05
ps;: =1b /in squ.
PLF: =1b /ft psf: =1b /ft squ.
* ** VARIABLES * **
BUILDING WIDTH BW: =23.33 ft.
OVERHANG LENGTH OL: =2.1n.
ROOF DEAD LOAD RD: =8 PSF.
FLOOR DEAD LOAD FD: =8 PSF.
WALL DEAD LOAD WD: =5 PSF
WALL HEIGTH WH: ='10.0 ft.
INCLUDES TRUSS HEAL AND FLOOR
IMPORTANCE FACTOR 1:=1.0
NO. OF MODULES NM: =2
MAX BUILDING LENGTH BL: = 60' -0"
PARA. TO I -BEAM
EXPOSURE CATAGORY = C
WIND SPEED IN MPH V: =146
VOLOCITY PRESSURE Exp: KZ: =0.85
TOPOGRAPHIC FACTOR. Kzt = 1.0
* ** COEFFICIENTS * **
INTERNAL GCpi: =0.18
WINDWARD WALL WWCp: =0.53
WINDWARD ROOF WRCp: =0,69
LEEWARD ROOF LRCp: =0,48
LEEWARD WALL LWCp: =0.43
OVERHANG OCp: =0.8
WIND DIRECTION FACTOR: Kd: = 0.85
VELOCITY PRESSURE EXP.: Kz: = 0.85
MAX. ROOF TOPOGRAPHIC I CH ANGLE AT SIDEWALL (DEC) RA = 5
DISTANCE FROM BUILDING CENTERLINE TO
OVERTURNING POINT A: = 9,Oft.
DISTANCE FROM TURNING POINT TO TIE DOWN
STRAPPING B:=18.0 ft,
TIE DOWN STRAP WORKING CAPACITY: =FTD =3150 lb.
ANGLE BETWEEN TIE DOWN STRAP AND GROUND 'fA: =45 (4,725 lb. ACTUAL DIVIDED BY 1.5 SAFETY FACTOR = 3,150 lb.)
DEGREES
NO, OF VERTICAL STRAPS AT MATELINE VS: =O
VERTICAL TIE DOWN STRAPPING WORKING VERTICAL
CAPACITY VTD: =3150 lb
* ** OVERTURNING * **
WIND PRESSURE Q:=0.00256 Kd.Kz.Kzt.l (IV)squ,PSF
'i'ANDWARD WALL WW: =WWCp
WINDWARD ROOF WR: =WRCp - GCpi
LEEWARD ROOF LR: =LRCp - GCpi
LEEWARD WALL LW: =LWCp
WINDWARD OVERHANG WOH: =WRCp - OCp
LEEWARD OVERHANG LOH: =LRCp - OCp
RH = 0.5.BWAan(RA,deq) HLw: = (WW- LW).q.WH HLr: =(WR- LR),q.RH
HLrI: = if[(HLr < O.plf),O.pIf,HLr]
OTh: = HLw.(WH.0.5)+ HLrl,(WH +RH.0.5)
OTv: = -- WR.q(BW.0.5). [A +(BW.0,25)] +- LR.q(BW.0.5). [A-- (BW.0,25)]
BW OL BW 0
OToh:= _ + A + q OL WOH + A + q OL - LOH
[2 2 2 2
OTd: = (RD + FD) BW A + WD WH 2 A
[VTD VS1 (NM - 1) A
OTvs: =----------------
Bt_
0Th + OTv +OToh - (OTd.0,6) - OTvs VL- 386,66pif
VL: = --- - - -- -- ----------------
B
VL1:= if [(VL < 1.Opif),1,Oplf,VL] VLI= 386,66pif
�.T. 2x8 SHIMS
x16'° CAP BLOCK
1x16'° CMU'S
00
4'°x8 "x16'° PADS
STAGGERED AS SHOWN
_..... ... _.. ... _ ETE OR ASPHALT,
SECT ON 13-13
* ** SLIDING * **
DOWNWARD REACTION:
TAKING MOMENTS AT WINDWARD I -BEAM
[0Th + OTD -• OToh +[LR.q.(BW.0.5), [A +(BW,0.25)]] + [WR.q(BW.0.5), [A- (BW.0,25)]]]
--- _:- - - - - -_ _----- ---- ---- ------- •- °---- - -__.- F.T. F.T. F.T, F.T. F.T, F,T.
B
DR1: = if [(DR < Opif),Oplf, DR ] DR1: = Oplf
DR2: = if [(VL < Oplf), VL , Oplf)] DR2: =Opif
DR3: = DR1 + DR2 DR3: = Oplf
DR4: = if[( DR3 < Opif),Oplf , DR3] DR4: =Oplf
DR5: = if[( NM < 2),Oplf , DR4 DR5: = Oplf
Iw-
Fu:= if [(0.2.DR5 < 25p1f),0,2.DR5.,25p1f] FU = Oplf
zz
FRAME TIES ONLY, NO OVER ROOF
w. "art)
STRAPS REQUIRED. SEE DETAIL. F
HL: =HLw + HLrl -Fu HL•= 399.51pif
FIRST STRAP FROM END WALLS
NOT TD EXCEED 3' 4"
HL1:= if[( HL < 1,0 PLF) ,1,0 PLF, HL)] HL1 := 399,51plf
* ** SUMMARY * **
r.
1. TIE -DOWN STRAPSI' TO BE 1-1/4" X .035 GALVANIZED STEEL FEDERAL SPECIFICATION
1,
TO INSURE THAT ALL GRASS, LOOSE DEBRIS, ETC, ARE REMOVED FROM UNDER THE BUILDING,(FOOTING)
NOTE -
OVERALL WIDTH DIMENSION IS NOMINAL AND
QQS -781 -H TYPE 1 FINISH -B GRADE -1. TIE -DOWN STRAPS AND CONNECTING
AND THAT THE GROUND IS LEVELED TO WITHIN 6" AND FIRMLY COMPACTED.
IS BASED ON UNIT WIDTH x NUMBER? OF UNITS.
STRAP VERTICAL CAPACITY
I
ACTUAL OVERALL WIDTH MAY INCREASE DUE TO
--
VC: =FTD sin(TA DEG) VC= 2227.39 lb
N
2. SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING.
AND SIMILAR IMPERFECTIONS, SHIMS SHALL BE OF P,T, LUMBER OR CEDAR.
STRAP HORIZONTAL. CAPACITY
3. ALL PIERS SHALL BE 8 °' X 8" X 16" MASONRY BLOCKS ON 4'° X 16" X 16'°
AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE
OTHER FACTORS THAT ARE BEYOND THE
HC: =FTD cos(TA DEG) HC= 2227.39 lb
BEARING PRIOR TO ADDING THE SHIMS,
CONTROL OF BUILDING MANUFACTURER
4, MINIMUM SOIL BEARING CAPACITY IS 2000 PSF, TO BE VERIFIED BY BUILDING'S OWNER,
VC
SSv: _ - ---- SSv = 5.76 ft
VL1
»
I
HC
SSh: _ - - - - SSh = 5.58 ft
HL1
SS: = if [(SS,, < SSh),SSv,SSh]
* ** MAXIMUM TIE DOWN SPACING * **
SS =5.58 ft.
TYP, 7YP.
TYP. 1 -BEAM OUTRIGM
ISSW6SER
TYP. HURRICANE -
STRAP
TYP. HURRICANE
STRAP
O .
a•
TYP. GROUND -°
ANCHOR 32" --
4 %8"x16" PADS
STAGGERED AS SHOWN
SECTION C_ _c
% J''� ISOLATED PIER TIE -DOWN AT MATELINE
7' -6° TYP.
8 .- 0" MAX.
F.T. F.T. F,T. F.T. F.T. I
-)A09 AAIAI
16„
SECT ON D- D
f
K ENDWALL PIER TIE -DOWN
FDI
450
18 1/2"
P.T. 2x8 SHIMS
4 x8 x16 CAP BLOCK
8 "x8 "X16" CMU'S
91 r,� '.
4 x16 x16 11 PAD
T
END
HEADER
RRICANE - -- EXTERIOR SIDEWALL
18" MIN. HEIGHT '
34" MAX. HEIGHT CHASSIS TIE -DOWN STRAP
ROUND TO BOTTOM OF
DR I FLOOR JOIST
NE rF_� TIE DOWN, SIDEWALL (TYP.
CRIMP STRAP WITH A LISTED STRAP CRIMP
OR J -HOOK WRAPED AROUND I -BEAM
FRAME TIE -DOWN STRAP
MAY BE INSTALLED ABOVE
OR BELOW I -BEAM
16 ABS PAD OPTIONAL
IN LIEU OF
4x16 CONCRETE PAD
SECTION A - A MODEL # SPA 264 -1 OR 4148 -5
DEPARTMENT OF HIGHWAY SAFETY AND MOTOR VEHICLES CHAPTER 15C- 1.0103
NOTE-STRAP SPACING MAY VARY DUE TO SITE CONDITIONS
FIELD CONDITIONS WITH DRY STACK PIERS
GREATER THAN 34" SHALL REQUIRE
FOUNDATIONS TO BE ENGINEERED
BEYOND THIS APPROVAL.
MAXIMUM WIND SPEED 146 MPH,
ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB,
CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH
THEIR APPROVAL AND ASCE -7 - -05
A ".8°'x16" CAP BLOCK
8 "x8 "x16"
CONCRETE MASONRY UNITS
4 "x16 "x16" PAD
-OR-
(2) -4 "x8 "x16° PADS
PERIMETER PIER IN CORNERS AND ALONG I BEAMS
al
NOTE: PAD MAY BE EITHER 4"x16 "x16" PAD OR L(2) -4 "x8 "x16" PADS AS SHOWN
NOTE: PAD MAYS �1�N4Ax1 A "LO�O�RON110f�A'�gA� FAA' AS SHOWN
8 "x8 "x16"
CONCRETE MASONRY
4"x8 "x16" CAP BLOCK
�V ISOLATED PIERS
STAGGER 411x8 "x16" ® MATELINE
CONCRETE UNITS
i AS SHOWN
-- MAY OMIT WHEN INSTALLED OVER CONCRETE OR ASPHALT,
C�
NOTE: MAX, STRAP SPACING 5'-7"
FRAME TIES ONLY, NO OVER ROOF
w. "art)
STRAPS REQUIRED. SEE DETAIL. F
-F-D1
FIRST STRAP FROM END WALLS
NOT TD EXCEED 3' 4"
FOUNDATION NOTES:
5. IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY
r.
1. TIE -DOWN STRAPSI' TO BE 1-1/4" X .035 GALVANIZED STEEL FEDERAL SPECIFICATION
1,
TO INSURE THAT ALL GRASS, LOOSE DEBRIS, ETC, ARE REMOVED FROM UNDER THE BUILDING,(FOOTING)
NOTE -
OVERALL WIDTH DIMENSION IS NOMINAL AND
QQS -781 -H TYPE 1 FINISH -B GRADE -1. TIE -DOWN STRAPS AND CONNECTING
AND THAT THE GROUND IS LEVELED TO WITHIN 6" AND FIRMLY COMPACTED.
IS BASED ON UNIT WIDTH x NUMBER? OF UNITS.
HARDWARE TO HAVE 4,725 MINIMUM ULTIMATE CAPACITY,
#
6. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY, BETWEEN THE I -BEAM AND THE TOP
ACTUAL OVERALL WIDTH MAY INCREASE DUE TO
LISTED ANCHORS TO HAVE 3,150# MINIMUM WORKING LOAD CAPACITY,
OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS,
SI SI
SITE CONDITIONS, MATERIAL TOLERANCES, FAILURE
2. SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING.
AND SIMILAR IMPERFECTIONS, SHIMS SHALL BE OF P,T, LUMBER OR CEDAR.
REMOVE CLOSE -UP MATERIAL, AND / OR TO
3. ALL PIERS SHALL BE 8 °' X 8" X 16" MASONRY BLOCKS ON 4'° X 16" X 16'°
AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE
OTHER FACTORS THAT ARE BEYOND THE
CONCRETE PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN,
BEARING PRIOR TO ADDING THE SHIMS,
CONTROL OF BUILDING MANUFACTURER
4, MINIMUM SOIL BEARING CAPACITY IS 2000 PSF, TO BE VERIFIED BY BUILDING'S OWNER,
7. NOTE ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK.
FIELD CONDITIONS WITH DRY STACK PIERS
GREATER THAN 34" SHALL REQUIRE
FOUNDATIONS TO BE ENGINEERED
BEYOND THIS APPROVAL.
MAXIMUM WIND SPEED 146 MPH,
ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB,
CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH
THEIR APPROVAL AND ASCE -7 - -05
A ".8°'x16" CAP BLOCK
8 "x8 "x16"
CONCRETE MASONRY UNITS
4 "x16 "x16" PAD
-OR-
(2) -4 "x8 "x16° PADS
PERIMETER PIER IN CORNERS AND ALONG I BEAMS
al
NOTE: PAD MAY BE EITHER 4"x16 "x16" PAD OR L(2) -4 "x8 "x16" PADS AS SHOWN
NOTE: PAD MAYS �1�N4Ax1 A "LO�O�RON110f�A'�gA� FAA' AS SHOWN
8 "x8 "x16"
CONCRETE MASONRY
4"x8 "x16" CAP BLOCK
�V ISOLATED PIERS
STAGGER 411x8 "x16" ® MATELINE
CONCRETE UNITS
i AS SHOWN
-- MAY OMIT WHEN INSTALLED OVER CONCRETE OR ASPHALT,
C�
HEAVY LOAD PIER AT MATE LINE
FDI
NOTE: CONCRETE UNITS MAY BE A COMBINATION OF 4" X 8" X 16 ", AND 4" X 16" X 16 "'U NITS
.
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ANCHOR I �S
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,
J ® N A. 1_l 1A 3637 4TH STREET NORTH
SAINT PETERSBURG, FLORIDA 33704
A IE C T BATCH #96903352
M.D.S. 2730 12TH STREET SOUTH
SAINT PETERSBURG, FLORIDA 33705 V D C O O Q
4
LISTING AGENCY
PHONE #813 -898 -6004
DATE SCALE QUOTE SER. NO.
06/02/2010 1 -NTS- MDS006954
SIZE CODE TYPE
2007 FBC WITH
PER PRINT 2007
SUPPLEMENTS V
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06F 2 2010 )
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USE CHECKED BY REV.- APPR L #
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FDI
NOTE: CONCRETE UNITS MAY BE A COMBINATION OF 4" X 8" X 16 ", AND 4" X 16" X 16 "'U NITS
.
8
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,
r.�li,,r9a„
ANCHOR I �S
_
,
ModSpace
,
J ® N A. 1_l 1A 3637 4TH STREET NORTH
SAINT PETERSBURG, FLORIDA 33704
A IE C T BATCH #96903352
M.D.S. 2730 12TH STREET SOUTH
SAINT PETERSBURG, FLORIDA 33705 V D C O O Q
4
LISTING AGENCY
PHONE #813 -898 -6004
DATE SCALE QUOTE SER. NO.
06/02/2010 1 -NTS- MDS006954
SIZE CODE TYPE
2007 FBC WITH
PER PRINT 2007
SUPPLEMENTS V
i
w.4
06F 2 2010 )
Luni
USE CHECKED BY REV.- APPR L #
ALL MDS MDSnuunsv6954 4 OF 4 1. =•A` a"
,/ § mm�nnninuwnul r
PC,
rioly
5 rF