13-1230-004* ** OVERTURNING AND SLIDING * **
WIND PER ASCE 7 -10
psi: =1b /in squ.
PLF: =1b /ft psf: =Ib /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: =36' -0"
PARA. TO I -BEAM
EXPOSURE CATAGORY = C
WIND SPEED IN MPH V.=175
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
TOPOGRAPHIC FACTOR: Kzt = 1.0
MAX. ROOF PITCH ANGLE AT SIDEWALL (DEG) RA = 5
DISTANCE FROM BUILDING CENTERLINE TO
OVERTURNING POINT A: = 9.Oft.
DISTANCE FROM TURNING POINT TO TIE DOWN
STRAPPING 8:=18.0 ft.
TIE DOWN STRAP WORKING CAPACITY: =FTD =3150 lb. (4,725 lb. ACTUAL DIVIDED BY 1.5 SAFETY FACTOR = 3,150 lb.)
ANGLE BETWEEN TIE DOWN STRAP AND GROUND TA: =45
DEGREES
NO. OF VERTICAL STRAPS AT MATELINE VS: =O
VERTICAL TIE DOWN STRAPPING WORKING VERTICAL
CAPACITY VTD: =3150 lb
* ** OVERTURNING * **
WIND PRESSURE 0:= 0.00256 Kd.Kz.Kzt.l (IV)squ.PSF
WINDWARD 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.BW.ton(RA.deg) HLw: = (WW- LW).q.WH HLr: = (WR- LR).q.RH
HLrI: = if[(HLr < O.pif),O.pIf,HLr]
0Th:= HLw.(WH.0.5)+ HLrl.(WH +RH.0.5)
OTv: =- WR.q(BW.0.5). [A +(BW.0.25)] +- LR1-2 q(BW.0.5). [A- (BW.0.25)]
OToh:= BW+ A + O_L OL WOH + W A + J�qOL- LOH
[2
OTd: = (RD + FD) BW A + WD WH 2 A
[VTD VS1 (NM - 1) A]
OTvs. ----------------
BL
0Th + OTv +OToh - (OTd.0.6) - OTvs
VL:= ------------------ - - - - -- VL= 386.66plf
B
V11 := if [(VL < 1.Oplf),1.Oplf,VL] VLI= 386.66plf
* ** 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)]]]
--------------------------------------------------------
B
DR1: = if [(DR < Oplf),Oplf, DR ] DR1: = Oplf
DR2: = If [(VL < Oplf), VL , Oplf)] DR2: =Oplf
DR3: = DR1 + DR2 DR3: = Oplf
DR4: = if[( DR3 < Oplf),Oplf , DR3] DR4: =Oplf
DR5: = if[( NM < 2),Oplf , DR4] DR5: = Oplf
Fu:= lf[(0.2.DR5 < 25p1f),0.2.DR5.,25p1f] FU = Oplf
HL: =HLw + HLrI -Fu HL: = 399.51p1f
HL1:= if[( HL < 1.0 PLF) ,1.0 PLF, HL)] HL1:= 399.51p1f
* ** SUMMARY * **
STRAP VERTICAL CAPACITY
VC: =FTD sin(TA DEG) VC= 2227.39 lb
STRAP HORIZONTAL CAPACITY
HC: =FTD cos(TA DEG) HC= 2227.39 lb
Vc
SSv: _ - - -- SSv = 4.76 ft
ul,
HC
SSh: = - - -- SSh = 4.58 ft
HL1
SS: = if [(SSv < SSh),SSv,SSh]
* ** MAXIMUM TIE DOWN SPACING * **
SS =4.58 ft.
FOUNDATION NOTES:
1. TIE -DOWN STRAPS TO BE 1 -1/4" X .035 GALVANIZED STEEL FEDERAL SPECIFICATION
QQS -781 -H TYPE -1 FINISH-13 GRADE -1. TIE -DOWN STRAPS AND CONNECTING
HARDWARE TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY.
LISTED ANCHORS TO HAVE 3,150# MINIMUM WORKING LOAD CAPACITY.
2. SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING.
3. ALL PIERS SHALL BE 8" X 8" X 16" MASONRY BLOCKS ON 4" X 16" X 16"
CONCRETE PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN.
4. MINIMUM SOIL BEARING CAPACITY IS 2000 PSF. TO BE VERIFIED BY BUILDING'S OWNER
w
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4" -8 "x16" CAP BLOCK
2x8 P.T. SYP #2 CAP.
K8 "x16" CMU'S
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4 "x8 "x16" PADS
32" STAGGERED AS SHOWN
SECTION B -B
361-011
24" MIN. 24" MIN.
32" MAX. 32" MAX.
TYP. GROUND ^- 16°
ANCHOR
SECTION C -C
TYP.
OUTRIGGER
TYP.
OUTRIGGER
TYP. HURRICANE TYP. HURRICANE
STRAP STRAP
TYP. GROUND
ANCHOR
7'-2" TYP.
SPACING MAY VARY
8' -0" MAX.
F. T. F. T. F.T. F. T. F. T. F. T. F. T. F. T. I
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NOTE: STRAP SPACING MAY VARY DUE TO SITE CONDITIONS
NOTE: STRAP SPACING 4' -6" MAX. 0. C.
FRAME TIES ONLY, NO OVER ROOF
STRAPS REQUIRED. SEE DETAIL F -FD1
FIRST STRAP FROM END WALLS NOT TO EXCEED 2' -0"
5. IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY
TO INSURE THAT ALL GRASS, LOOSE DEBRIS, ETC. ARE REMOVED FROM UNDER THE BUILDING,(FOOTING)
AND THAT THE GROUND IS LEVELED TO WITHIN 6" AND FIRMLY COMPACTED.
6. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY,BETWEEN THE I -BEAM AND THE TOP
OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS,
AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER
AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE
BEARING PRIOR TO ADDING THE SHIMS.
7. NOTE ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK.
NE
NOTE -
OVERALL WIDTH DIMENSION IS NOMINAL AND
IS BASED ON UNIT WIDTH x NUMBER OF UNITS.
ACTUAL OVERALL WIDTH MAY INCREASE DUE TO
SITE CONDITIONS, MATERIAL TOLERANCES, FAILURE
TO REMOVE CLOSE -UP MATERIAL, AND / OR
OTHER FACTORS THAT ARE BEYOND THE
CONTROL OF BUILDING MANUFACTURER
TYP. GROUND
ANCHOR
SECTION D -D
K
FDI
24" MIN.
32" MAX.
END
HEADER
16"
LL PIER TIE -DOWN AT MATELINE
P.T. 2x8 SHIMS
4 "x8 "x16" CAP BLOCK
8 "x8 "x16" CMU'S
-.
't
PAD
16"
SECTION A -A
CRIMP STRAP WITH A LISTED STRAP CRIMP
OR PRE MANUFACTURED CONNECTOR
FRAME TIE -DOWN STRAP
MAY BE INSTALLED ABOVE OR
BELOW I -BEAM
0 = FRAME TIES
F. T. FASTENED TO
GROUND ANCHOR
FIELD CONDITIONS WITH DRY STACK PIERS
GREATER THAN 34" SHALL REQUIRE
FOUNDATIONS TO BE ENGINEERED
BEYOND THIS APPROVAL.
MAXIMUM WIND SPEED 175 MPH. ASCE -7 -10
ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB.
CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH
THEIR FLA. LISTING
18" MIN. HEIGHT
34" MAX. HEIGHT
TO BOTTOM OF-
FLOOR JOIST
EXTERIOR SIDEWALL
CHASSIS TIE -DOWN STRAP
4 "x16 "x16" PAD
OR -
(2) -4 "x8 "x16" PADS
A"-8"x16" CAP BLOCK
2x8 P.T. SYP #2 CAP.
8 "x8 "x16"
CONCRETE MASONRY UNITS
A IMETER PIER IN CORNERS AND ALONG I BEAMS
FDI
NOTE: PAD MAY BE EITHER 4 "x16 "x16" PAD OR (2) -4 "x8 "x16" PADS AS SHOWN
8 "x8 "x16"
CONCRETE MASONRY UNITS
4 "x8 "x16" CAP BLOCK
OR 2x8 P.T. SYP #2 CAP.
STAGGER 4 "x8 "x16" W ISOLATED PIERS
CONCRETE UNITS ® MATELINE
AS SHOWN
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" UNITS
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JOHN A. B O D IAK 5530 FIRST AVE NORTH
ARCHITECT - AIA - SAINT PETERSBURG, FLORIDA 33710
FLORIDA LICENSE #AR0005065
M.D.S. 2730 12TH STREET SOUTH
LISTING AGENCY SAINT PETERSBURG, FLORIDA 33705 / •�;;.,;�'�Y$��
PHONE #813- 898 -6004 % .• .
DATE SCALE QUOTE SER. N0.
10/21/2013 -NTS- MDS007521
10/21 013
SIZE CODE TYPE USE CHEMO By REV. ATT76VAL # PAGE
PER PRINT 2010 FBC V ALL MDS MDS007521 4 OF 4