10-1098-004i
1
I
* ** AND SLIDING * **
OVERTURNING
WIND PER ASCE 7--98
psi: -lb/in squ.
PLF: =1b /ft psf: -lb/ft squ.
* ** VARIABLES * **
BUILDING WIDTH 8W: -23.33 ft,
OVERHANG LENGTH OL: =2.in,
ROOF DEAD LOAD RD: =B 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 [:=1.0
NO. OF MODULES NM:-2
MAX BUILDING LENGTH BL: - iO'—O"
PARA. TO I -BEAM
EXPOSURE CATAGORY = C
WIND SPEED IN MPH V: =150
VOLOCITY PRESSURE Exp: KZ: =0.85
TOPOGRAPHIC FACTOR. Kzt = 1,0
INTERNAL GCpi: =0,18
WNOh ,A ?O WALT- ihWCp. =O.53
WINDWARD ROOF WRCp, =0.69
LEEWARD ROOF _LRr,,),T0,48
LEEWARD -WALL LWCp:-!�0,43
OVt*f4NNG Ocw —O.8
WIND DIRECTION_rACTOR: Kd: = 0.65
VEI.0CI7Y PRESS-'JRE E:'P,: Kz: = 0,85
TC ?O„RA ?HIC FACTOR Kzt = 1.0
MAX ROOF PITCH ANGLE AT SIDEWALL (DEG) RA = 5
DISTAN= FROM BU1LDIAG CENTERLINE To
OVt- RTI -IPMNG P014T A:-- 9.0ft,
DISTANCE FROM 7URNIIIG POINT TO TIE DOWN
STRAPPING B:=110
TIE- JOW.4. STRAF WORKING CAPACITY: =FTD =3150 lb,
ANGLE EETWEEN TIE DGWN STRAP AND GROUND TA:= 45(4,725 lb, ACTUAL DIVIDED BY 1.5 SAFETY FACTOR = 3,150 lb.)
DEGPFFS
NO OF_ YCRTICAI:. S rRA?S AT MATELINE VS: =0
VERTICAL TIE DCNN STRAPPING WORKING VERTICAL
CAPACITY VTD: =,51bU Iw
* ** OVERTURNING * **
WIND PRESSURE 0:-0,00256 K4,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 - OCR
RH = 0,5.8W.t*n(RA,deg) HLw: = (WW- LW).q.WH HLr. = (WR- LR).q.RH
HUI: =if[(HLr < O.plf),O,pIf,HLr]
OTh: = HLw,(W4,0,5)+ HLri.(WH +RH.0.5)
OTv: =- WR.q(8W.0.5). [A +(BW.0.25)] +- LR.q(BW,0.5), [A- (BW,O.25)]
rsW oL r iw oL
OT�h; = [2 + A + 21q OL WOH + L 2 - A + -� « OL - LQH
OTO: _ (RD + FD) OW AA + WD WH 2 A
[VTD VS1 (NM - 1) A]
OTvs. ----------------
IL
OTh + OTv +OT*h - (0Td,0.6) - OTvs
VL:- -------------------- - - - - -- VL= 386.66PIf
s
VL1: = If [(VL < 1.Oplf).1.0pIf.VL] VLI= 386.66pif
* ** SLIDING * **
DOWNWARD REACTION:
TAKING MOMENTS AT WINDWARD I -BEAM
[0Th + OTD - OToh +[LR.q.(RW.0.5), [A+(sW,0.25)]] + [WR.q(BW,0.5), [A- (BW.0.25)]]]
DR1:= if[(DR < Oplf),Oplf, OR] DR1:= Opif
DR2: - if [(VL < Opif), VL , Oplf)] DR2: =0p1f
DR3: = DR1 + DR2 DR3: = Opif
DR4:: if[( DR3 < Oplf),Oplf , DR3] DR4: -Opif
DR5: - if [( NM < 2),Oplf , DR4] DR5: = Oplf
Fut= If[(0.2,DR5 < 25pti),0,2,DR5.,25pIf] FU = Opif
a
HL : -HLw + HUI -Fu HL =3911.51plf ,,` I
HL1: = if[( HL < 1,0 PLF) ,1,0 PLF, HL)] HL1: =399.51plf L
Q
* ** SUMMARY * ** W
STRAP VERTICAL CAPACITY ujjt
VC :-FTD sin(TA DEC) VC= 2227,39 lb
STRAP HORIZONTAL CAPACITY
HC: =FTD cbs(TA DEC) HC- 2227,38 11&
VC
Ssw = - - - - SSv - 5.76 ft
VL1 C4
j N
HC
SSh: _ - - -- SSh - 5.58 ft
HL1
SS: - if L((SSv < SSh),SSv,SSh]
* ** MAXIMUM TIE DOWN SPACING * **
SS =5.59 ft.
FOUNDATION NOTES:
P. T, 2x8 SHIMS
4 "x8 "x16" CAP BLOCK
8 "x8 "x16" CMU "S
t
a
4 "x8 "x16" PADS
32" STAGGERED AS SHOWN
MAY OMIT MEN INSTALLED OVER CONCRETE OR ASPHALT,
SECTION B- B
6o' -0"
24" MIN.
32" MAX.
TYP, GROUND
ANCHOR
24" MIN.
32" MAY,
SECTION C- C
J ISOLATED PIER TIE-DD
FDI
TYP,
OUTRIGGER
TYP. HURRICANE
STRAP
TYP, GROUND
ANCHOR
74„ MIN
32" MAC,
TYP_
END
OUTRI uE� j J -f-=� HEADER
TYP, HURRICANE
STRAP
TYP. GROUND
ANCHOR
16"
SECTION D--D
F TIE DOWN SIDEWALL TYP.
AT MATELINE K
ENDWALL PIER TIE --DOWN AT MATELINE FDI
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•W
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4 "xi "x16" CAP BLOCK
8 "x6 "x16"
CONCRETE MASONRY UNITS
I "
4 x16 "x16 PAD
- OR -
CRIMP STRAP WITH A LISTED STRAP CRIMP (2) -4 "x8 "x16" PADS
OR J -HOOK WRAPED AROUND I -BEAM
'45' A PERIMETER PIER IN CORNERS AND ALONG I BEAM
FDI
FRAME TIE --DOWN STRAP
MAY BE INSTALLED ABOVE NOTE: PAD MAY BE EITHER 4 "x16 "x16" PAD OR (2) -4 "x8 "x16" PADS AS SHOWN
OR BELOW 1 -BEAM
8 "x8 "x16,"
CONCRETE MASONRY
4 "x8 "x16" CAP BLOCK
STAGGER 4 "x8 "x16" ISOLATED PIERS
CONCRETE UNITS 0 MATELINE
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" UNITS
F �>� " —o� r17 g _ ITI-I \ F. , r SECTION A -- ,q
Pig w _ �� sE �•
J L- .J B L e L_ � �
_.j r _ j��, I�._.,......— - r r �- - r � _ _ I � � V
I LLYI I �I j I K Y
FDI FDI z
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FDI FDI
W
Lu
r r r r r
551
11'1� LL`L I L.IL� I I-
F, T, F, T F, T, F. T. F, T, F, T. F, T, F. T. T.
F. T. F. T, ANCHOR T I i E S
F
CA
Q = FRAME TIES
sol -o" - -- _. F. T. FASTENED TO DEIGN SPACE JN' C
1, TIE -DOWN STRAPS TO BE 1 -114" X ,035 GALVANIZED STEEL FEDERAL SPECIFICATION
OOS -781 -H TYPE -1 FINISH -B 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,
41 MINIMUM SOIL BEARING CAPACITY IS 2000 PSF. TO BE VERIFIED BY BUILDING'S OWNER.
NOTE: STRAP SPACING MAY VARY DUE TO SITE CONDITIONS
NOTE.-MAX. STRAP SPACING 5'- 7"
FRAME TIES ONLY, NO OVER ROOF
STRAPS REQUI RED. SEE DETAIL F- FD 1
FIRST STRAP FROM END WALLS NOT TO EXCEED 3' -4"
5, IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY
TO INSURE THAT ALL GRASS. LOOSE DEBRIS, ETC, ARE REMOVED FROM UNDER THE BUILDING,(FOOTING) NOTE-
AND THAT THE GROUND IS LEVELED TO WITHIN 6" AND FIRMLY COMPACTED, OVERALL WITH DIMENSION IS NOMINAL AND
6, WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY,BETWEEN THE i -BEAM AND THE TOP IS BASED OIUNIT WIDTH x NUMBER OF UNITS,
OF THE PIER, SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS, ACTUAL OVEALL WIDTH MAY INCREASE DUE TO
AND SIMILAR IMPERFECTIONS, SHIMS SHALL BE OF P.T, LUMBER OR CEDAR. SITE CONDITNS, MATERIAL TOLERANCES, FAILURE
AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE TO REMOVE'LOSE -UP MATERIAL, AND / OR
BEARING PRIOR TO ADDING THE SWIMS, OTHER FAC'RS THAT ARE BEYOND THE
CONTROL OIBUILDING MANUFACTURER
7. NOTE ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK,
GROUND ANCHOR P,0, BOX 2008,`�DOUGLAS,/ GA. 31533
,1
r,
FIELD CONDITIONS WITH DRY STACK PIERS JOHN A. B O D Z IAA 3637 4TH STREET NORTH
GREATER THAN 34" SHALL REQUIRE SAINT PETERSBURG, FLORIDA 33704
FOUNDATIONS TO BE ENGINEERED ARCHITECT BATCH #96903352
BEYOND THIS APPROVAL, "
MAXIMUM WIND SPEED 146 MPH. M.D.S. [2730 12TH STREET SOUTH MDSLJ�J�JL ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB. LISTING AGENCY NT PETERS9URG. FLORIDA 33705 ONE X913- 9Sh9004 _-
CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH
THEIR APPROVAL AND ASCE -7 -98
DATE SCALE QUOTE SER, NO. w F w
r
01/31/2004 N7S- MDS003627
_0 4
SIZE CODE TYPE USE c "co.a.n REV, [A�P 0f. PAGE
PER PRINT 2001 FBC VI ALL MDS ,36 27 4 OF 4
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