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<br />**'" OVERTURNING AND SLIDING ***
<br />WIND PER ASCE 7-02
<br />psi: =Ib/in squ,
<br />PLF: =Ib/ft psf: =Ib/ft squ,
<br />**'" VARIABLES ***
<br />BUILDING WIDTH BW: =10,0 ft.
<br />OVERHANG LENGTH Ol: =2.in,
<br />ROOF DEAD LOAD RD: =8 PSf.
<br />FLOOR DEAD LOAD FD: =8 PSF.
<br />WALL DEAD LOAD wo: =5 PSf
<br />WALL HEIGTH WH:=10.0 ft.
<br />INCLUDES TRUSS HEAL AND FLOOR
<br />IMPORTANCE FACTOR I: =1.0
<br />NO. OF MODULES NM: =1
<br />MAX BUILDING LENGTH BL:=60'-0.
<br />PARA. TO I-BEAM
<br />EXPOSURE CATAGORY = C
<br />WIND SPEED IN MPH V: =150
<br />VOLOCITY PRESSURE Exp: KZ: =0.85
<br />TOPOGRAPHIC FACTOR. Kzt = 1.0
<br />**'" COEFFICIENTS **'"
<br />INTERNAL GCpi:=0.18
<br />WINDWARD WALL WNCp: =0.53
<br />WINDWARD ROOF WRCp: =0.69
<br />LEEWARD ROOF LRCp: =0.48
<br />LEEWARD WALL LWCp: =0.43
<br />OVERHANG OCp: =0.8
<br />WIND DIRECTION FACTOR: Kd: = 0.85
<br />VELOCITY PRESSURE EXP,: Kz: = 0.85
<br />TOPOGRAPHIC FACTOR: Kzt = 1,0
<br />MAX. ROOF PITCH ANGLE AT SIDEWALL (DEG) RA = 5
<br />DISTANCE FROM BUILDING CENTERLINE TO
<br />OVERTURNING POINT A: =3.15ft.
<br />DISTANCE FROM TURNING POINT TO TIE DO~
<br />STRAPPING B:=6,29 ft.
<br />TIE DO~ STRAP WORKING CAPACITY: =FTD=3150 lb.
<br />ANGLE BET'NEEN TIE DO~ STRAP AND GROUND TA: =~725 lb. ACTUAL DIVIDED BY 1.5 SAFETY FACTOR = 3,150 lb.)
<br />DEGREES
<br />NO. OF VERTICAL STRAPS AT MATELlNE VS:=O
<br />VERTICAL TIE DO~ STRAPPING WORKING VERTICAL
<br />CAPACITY VTD: =3150 Ib
<br />**'" OVERTURNING ***
<br />WIND PRESSURE Q: =0.00256 Kd,Kz,Kzt.l (IV)squ.PSF
<br />WINDWARD WALL WN: =WWCp
<br />WINDWARD ROOF WR: =WRCp - GCpi
<br />LEEWARD ROOF LR: =LRCp - GCpi
<br />LEEWARD WALL LW: =LWCp
<br />WINDWARD OVERHANG WOH: =WRCp - OCp
<br />LEEWARD OVERHANG LOH: =LRCp - OCp
<br />RH = 0.5,BW,ton(RA.deg) HLw: =(WN-LW).q.WH HLr: =(WR-LR).q.RH
<br />HLrl: =if[(HLr < O.plf),O.plf,Hlr]
<br />OTh:= HLw.(WH.O.5)+ HLrl.(WH+RH.0.5)
<br />OTv. =-WR.q(BW.O.5). [A+(BW.O.25)] +-LR.q(BW.0.5). [A-(BW.0.25)]
<br />
<br />OToh: = t; + A + -~jq Ol WOH + E~~ A + _O~ q Ol - LOH
<br />
<br />OTd: = (RD + FD) BW A + WO WH 2 A
<br />[VTD VSl (NM - 1) A]
<br />OTys: =--- ------------
<br />BL
<br />OTh + OTy +OToh - (OTd.O.6) - OTys
<br />Vl: = ________________________ VL=431.a3plf
<br />B
<br />V1..1: = if [(Vl < 1.0plf),l.0plf,Vl] VlI=431.83plf
<br />
<br />*** SLIDING ***
<br />DO~WARD REACTION:
<br />TAKING MOMENTS AT WINDWARD I-BEAM
<br />
<br />[OTh + OTD - OToh + [LR.q.(BW.0.5), [A+(BW.0,25)]] + [WR.q(BW.O.5). [A-(BW.O.25)]]]
<br />
<br />--------------------------------------------------------
<br />B
<br />DR1:= if[(DR < Oplf),Oplf, DR] DR1:= 289plf
<br />
<br />DR2: = if [(Vl < Oplf), Vl , Oplf)] DR2: =Oplf
<br />
<br />DR3: = DRl + DR2 DR3: = 289plf
<br />
<br />DR4:= If[( DR3 < Oplf),Oplf , DR3] DR4:= 289plf
<br />DR5:= if[( NM < 2),Oplf , DR4] DR5:= Oplf
<br />
<br />Fu: = if [(0,2,DR5 < 25plf),0,2,DR5,,25plf] FU = Oplf
<br />
<br />HL: =HLw + HLrl -Fu HL: =399,51plf
<br />HL1:= if[( HL < 1.0 PLF) ,1.0 PLF, HL)]HL1:=399.51plf
<br />
<br />*** SUMMARY ***
<br />
<br />STRAP VERTICAL CAPACITY
<br />VC: =FTD sin(TA DEG) VC= 2227,39 Ib
<br />
<br />STRAP HORIZONTAL CAPACITY
<br />HC: =FTD cos(TA DE G) HC= 2227.39 Ib
<br />
<br />VC
<br />SSv. = - - - -
<br />Vll
<br />
<br />SSy = 5.16 ft
<br />
<br />HC
<br />SSh:= ---- SSh = 5.58 ft
<br />HLl
<br />
<br />5S: = if [(SSY < SSh),SSy,SSh]
<br />*** MAXIMUM TIE DOWN SPACING ***
<br />SS=5.16 ft.
<br />
<br />FOUNDATION NOTES:
<br />
<br />1. TIE-DOWN STRAPS TO BE 1-1/4" X .035 GALVANIZED STEEL FEDERAL SPECIFICATlON
<br />QQS-7a1-H TYPE-1 FINISH-B GRADE-1. TIE-DOWN STRAPS AND CONNECTING
<br />HARDWARE TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY.
<br />LISTED ANCHORS TO HAVE 4.725# MINIMUM WORKING LOAD CAPACITY.
<br />2. SEE ABOVE FOUNDATION LAYOUT FOR TIE-DOWN STRAP SPACING.
<br />3. ALL PIERS SHALL BE a" X a" X 16" MASONRY BLOCKS ON 4" X 16" X 16"
<br />CONCRETE PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN.
<br />4. MINIMUM SOIL BEARING CAPACITY IS 2000 PSF. TO BE VERIFIED BY BUILDING'S OWNER.
<br />
<br />
<br />SEE BUILDING PLAN FOR LENGTH
<br />
<br />.
<br />F.T,
<br />
<br />tI
<br />
<br />iJDiJ
<br />lJQjJ
<br />
<br />-t9J-
<br />
<br />F.T.
<br />_4l.
<br />
<br />F.T.
<br />.
<br />
<br />16' BOX 3PIERS PER SIDE
<br />16' BOX 150 MPH 4 STRAPS PER SIDE
<br />16' BOX 140 MPH 3 STRAPS PER SIDE
<br />16' BOX 130 MPH 3 STRAPS PER SIDE
<br />16' BOX 120 MPH 3 STRAPS PER SIDE
<br />16' BOX 110 MPH 2 STRAPS PER SIDE
<br />16' BOX 100 MPH 2 STRAPS PER SIDE
<br />
<br />20' BOX 3 PIERS PER SIDE
<br />20' BOX 150 MPH 4 STRAPS PER SIDE
<br />20' BOX 140 MPH 4 STRAPS PER SIDE
<br />20' BOX 130 MPH 3 STRAPS PER SIDE
<br />20' BOX 120 MPH 3 STRAPS PER SIDE
<br />20' BOX 110 MPH 2 STRAPS PER SIDE
<br />20' BOX 100 MPH 2 STRAPS PER SIDE
<br />
<br />26' BOX 4 PIERS PER SIDE
<br />26' BOX 150 MPH 5 STRAPS PER SIDE
<br />26' BOX 140 MPH 4 STRAPS PER SIDE
<br />26' BOX 130 MPH 4 STRAPS PER SIDE
<br />26' BOX 120 MPH 3 STRAPS PER SIDE
<br />26' BOX 110 MPH 3 STRAPS PER SIDE
<br />26' BOX 100 MPH 3 STRAPS PER SIDE
<br />
<br />2a' BOX 4 PIERS PER SIDE
<br />28' BOX 150 MPH 5 STRAPS PER SIDE
<br />2a' BOX 140 MPH 5 STRAPS PER SIDE
<br />28' BOX 130 MPH 4 STRAPS PER SIDE
<br />28' BOX 120 MPH 4 STRAPS PER SIDE
<br />28' BOX 110 MPH 3 STRAPS PER SIDE
<br />2a' BOX 100 MPH 3 STRAPS PER SIDE
<br />
<br />30' BOX 4 PIERS PER SIDE
<br />30' BOX 150 MPH 5 STRAPS PER SIDE
<br />30' BOX 140 MPH 5 STRAPS PER SIDE
<br />30' BOX 130 MPH 5 STRAPS PER SIDE
<br />30' BOX 120 MPH 4 STRAPS PER SIDE
<br />30' BOX 110 MPH 3 STRAPS PER SIDE
<br />30' BOX 100 MPH 3 STRAPS PER SIDE
<br />
<br />32' BOX 4 PIERS PER SIDE
<br />32' BOX 150 MPH 5 STRAPS PER SIDE
<br />32' BOX 140 MPH 5 STRAPS PER SIDE
<br />32' BOX 130 MPH 5 STRAPS PER SIDE
<br />32' BOX 120 MPH 4 STRAPS PER SIDE
<br />32' BOX 110 MPH 3 STRAPS PER SIDE
<br />32' BOX 100 MPH 3 STRAPS PER SIDE
<br />
<br />9'-3" MAX.
<br />
<br />.
<br />F.T.
<br />
<br />-.-
<br />F.T.
<br />
<br />I
<br />A L tA
<br />+ +
<br />
<br />
<br />SPACING MA Y VARY DUE
<br />SPACING 130 MPH
<br />
<br />TO SITE CONDITIONS
<br />FOR 140 MPH 6'-1"
<br />100 MPH THE STRAPS
<br />
<br />7' - 3",
<br />THRU
<br />
<br />5. IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY
<br />TO INSURE THAT ALL GRASS, LOOSE DEBRiS, ETC. ARE REMOVED FROM UNDER THE BUILDING,(FOOTING)
<br />AND THAT THE GROUND is LEVELED TO WITHIN 6" AND FIRMLY COMPACTED.
<br />6. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY,BETWEEN THE I-BEAM AND THE TOP
<br />OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS,
<br />AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER
<br />AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE
<br />BEARING PRIOR TO ADDING THE SHIMS.
<br />7. NOTE ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK.
<br />
<br />TO
<br />
<br />jl
<br />F,r, I
<br />---
<br />
<br />1,000 LB SOIL
<br />l,7S0
<br />
<br />a"xa"x16"
<br />CONCRETE MASONRY UNITS
<br />
<br />
<br />------ EXTERIOR SIDEWALL
<br />
<br />
<br />1a" MIN. HEIGHT
<br />34" MAX, HEIGHT
<br />TO BOTTOM OF
<br />FLOOR JOIST
<br />
<br />FRAME TIE-DOWN STRAP
<br />
<br />
<br />(F\ TIE DOWN, SIDEWALL (TYP.)
<br />o
<br />
<br />4"xa"x16" CAP BLOCK
<br />
<br />
<br />4"x16"x16" PAD
<br />- OR -
<br />(2)-4"xa"x16" PADS
<br />
<br />~ PERIMETER PIER IN CORNERS AND ALONG I BEAMS
<br />FDI
<br />OTE: PAD MAY BE EITHER 4"x16"x16" PAD OR (2)-4"xa"x16" PADS AS SHOWN
<br />SEE SECTION A-A BELOW FOR OPTIONAL ABS PADS
<br />
<br />CRIMP STRAP 'vV1TH A LISTED STRAP CRIMP
<br />OR PRE MANUFACTURED CONNECTOR
<br />
<br />rP.T. 2Xa SHIMS
<br />
<br />4"XS"X16" CAP BLOCK
<br />
<br />s"xa"X16" CMU'S
<br />
<br />~ P. T. 2x8 SHIMS
<br />
<br />4"xa"x16" CAP BLOCK
<br />
<br />.
<br />v
<br />
<br />NOTE: STRAP
<br />MAX STRAP
<br />MAX STRAP SPACING 120 MPH
<br />PER THE ABOVE CHART. FIRST STRAP FROM END WALLS NOT TO
<br />FRAME TIES ONL Y, NO OVER ROOF STRAPS REQUIRED,SEE DETAIL
<br />
<br />Y 16" yDBL.
<br />SECTION
<br />
<br />
<br />4"xa"X16" PAD
<br />
<br />
<br />A-A
<br />
<br />a"xS"x16" CMU'S
<br />
<br />y
<br />
<br />oo;;j-
<br />I i 4"x16"x16" PAD
<br />16" -7
<br />
<br />ABS PAD OPTIONAL
<br />IN LIEU OF
<br />4x16 CONCRETE PAD
<br />MODEL # SPA 264-1 OR 4148-5
<br />
<br />SECTION A-A
<br />
<br />DEPARTMENT OF HIGHWAY SAFETY AND MOTOR VEHICLES CHAPTER 15C-1.0103
<br />
<br />~
<br />g ~
<br />~ ~
<br />~ ~
<br />1I ~
<br />~ ~
<br />i i
<br />lit
<br />!i
<br />~
<br />
<br />~
<br />~
<br />o
<br />
<br />~ ~
<br />~ Iii
<br />!l !i
<br />~
<br />
<br />
<br />MAX PIER LOADS IN POUNDS BASED ON SOlO VALUES
<br />
<br />
<br />1500 LB SOIL
<br />2,670
<br />
<br />2,000 LB SOIL
<br />3,560
<br />
<br />2,500 LB SOIL
<br />4,450
<br />
<br />3,000 LB SOIL
<br />5,340
<br />
<br />REMARKS
<br />MAX 5,340
<br />
<br />e
<br />F,T.
<br />
<br />ANCHOR
<br />
<br />
<br />FRAME TIES
<br />FASTENED TO
<br />GROUND ANCHOR
<br />
<br />TYPES
<br />
<br />~M'@
<br />
<br />BE SPACED EVENLY
<br />EXCEED 3'-10"
<br />F -FD1
<br />
<br />NOTE-
<br />OVERALL WlDTHI DIMENSION IS NOMINAL AND
<br />IS BASED ON UNIT WIDTH x NUMBER OF UNITS.
<br />ACTUAL OVERA'LL WIDTH MAY INCREASE DUE TO
<br />SITE CONDITIONS, MATERIAL TOLERANCES, FAILURE
<br />TO REMOVE CLOSE-UP MATERIAL, AND / OR
<br />OTHER FACTORS THAT ARE BEYOND THE
<br />CONTROL OF BIUILDING MANUFACTURER
<br />
<br />a
<br />
<br />).
<br />d
<br />~ ~
<br />~ i
<br />i lit
<br />I
<br />10
<br />~
<br />
<br />
<br />'S'"
<br />r
<br />~
<br />t.A
<br />\
<br />
<br />o><J
<br />C)
<br />
<br />
<br />
<br />FIELD CONDITIONS WITH DRY STACK PIERS
<br />GREATER THAN 34" SHALL REQUIRE
<br />FOUNDATIONS TO BE ENGINEERED
<br />BEYOND THIS APPROVAL.
<br />
<br />JOHN A. BODZIAK
<br />ARCI-IITECT
<br />M.D.S.
<br />LISTING AGENCY
<br />
<br />3637 4TH STREET NORTH
<br />SAINT PETERSBURG, FLORIDA 33704
<br />LICENSE #AR-0005065
<br />
<br />MAXIMUM WIND SPEED 150 MPH.
<br />ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB.
<br />CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH
<br />THEIR APPROVAL AND ASCE-7-02
<br />
<br />2730 12TH STREET SOUTH
<br />SAINT PETERSBURG, FLORIDA 33705
<br />PHONE 6813-898-6004
<br />
<br />DATE SCALE
<br />06/19/200a -NTS-
<br />
<br />QUOTE
<br />MDS00673a
<br />
<br />SER. NO.
<br />
<br />TYPICAL 8 WIDE STOCK FOUNDA nON
<br />
<br />SIZE CODE TYPE
<br />PER PRINT 2004 FBC WITH V
<br />2006 SUPPLEMENTS
<br />
<br />USE
<br />8
<br />
<br />MDS006738
<br />
<br />
<br />MDS
<br />
<br />RE~ PAGE
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