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1401 W Seminole Blvd - BC03-001104 (CFRH) (MODULAR BLDG) (A)c PERMIT ADDRESS \-\0 l r CONTRACTOR } C> ADDRESS \ �A CA U-�) "10 PHONE NUMBER Ll �- � �� L.` SU) PROPERTY OWNER C tV�• ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRAC'T'OR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT #j f 1` ��\ DATE PERMIT DESCRIPTION (:��A PERMIT VALUATION SQUARE FOOTAGE *** OVERTURNING AND SLIDING *** 1b: =1M in: =1L ft:=12" PLF: =1b/ft psf: =1b/ft squ. *** VARIABLES *** BUILDING WIDTH BW:=23.34 ft. OVERHANG LENGTH OL: =0.25 ft, ROOF DEAD LOAD RD: =10 PSF. FLOOR DEAD LOAD FD:=10 PSF. WALL DEAD LOAD WD:=5 PSF WALL HEIGTH WH: =9.0 ft. INCLUDES TRUSS HEAL AND FLOOR IMPORTANCE FACTOR 1:=1,05 NO, OF MODULES NM: =2 MAX BUILDING LENGTH BL:=60'-O" PARA, TO I -BEAM EXPOSURE CATAGORY = C WIND SPEED IN MPH V:=130 VOLOCITY PRESSURE KZ:=0.8 GUST RESPONSE FACTOR GH:=1.32 *** COEFFICIENTS *** INTERNAL GCpi: =0.25 WINDWARD WALL WWCp:=0,8 WINDWARD ROOF WRCp: =0,9 LEEWARD ROOF LRCp: =0.7 LEEWARD WALL LWCp: =0.5 OVERHANG OCp: =0.8 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 Ib. ANGLE BETWEEN TIE DOWN STRAP AND GROUND TA:=45 DEGREES NO. OF VERTICAL STRAPS AT MATELINE VS: =0 VERTICAL TIE DOWN STRAPPING WORKING VERTICAL CAPACITY VTD: =3150 Ib *** RESULTS *** WIND PRESSURE WP:=0.00256 Kz (IV)squ PSF WP: =27.32 PSF WINDWARD WALL WW: =GH WWCp WW: =1.06 WINDWARD ROOF WR: =GH WRCp + GCpi WR: =1.44 LEEWARD ROOF LR: =GH LRCp + GCpi LR: =1.17 LEEWARD WALL LW:=CH LWCp LW: =0,66 WINDWARD OVERHANG WOH: =WR + OCp WOH: =2.24 LEEWARD OVERHANG LOH: =LR + OCp LOH: =1.97 *** OVERTURNING *** OTh:= (WW +LW) WP WH (WH 0.5) Vs1: =if ((VS < 2),O,VS) OTv:= WR WP -BW A + -BW + LR WP -BW A - -BW 2 4 2 4 VTD V51 (NM - 1) A OTvs: =-------------------- BL OToh:= I_SW+ A + O�WP OL WOH + I-2 22w- A +OL� WP OL LOH OTd: = (RD + FD) BW A + WD WH 2 A L 0Th + OTv +OToh - ,67 OTd - OTvs VL:= ------------------------ 8 VL- 382.25 PLF VL1: = if((VL < 1.0 PLF,VL) VERTICAL LOAD VL1: = 382.25 PLF *** SLIDING *** DOWNWARD REACTION: TAKING MOMENTS AT WINDWARD I -BEAM 2 [A+ 4] B2 B410Th + OTD - OToh - LR WIP-WR WP -- L ---------------------------------------------- 8 DR1: = if((DR < 0 PLF),0 PLF, OR DR1: = 0 PLF DR2: = if((VL < 0 PLF), VL , 0 PLF) DR2: =0 PLF DR3:= DRI + DR2 DR3:= 0 PLF DR4: = if(( DR3 < 0 PLF),0 PLF , DR3 DR4: = 0 PLF HL:=(WW + LW) WP WH - 0.2 DR4 HL:=421,94 PLF HL1: = if(( HL < 1.0 PLF) ,1.0 PLF, HL) HORIZONTAL LOAD HL1: =421,94 PLF *** STRAP SPACING *** RAD = 1 DEG = TF -- 180, RAD STRAP VERTICAL CAPACITY VC: =FTD sin(TAN DEG) VC= 2227.39 Ib STRAP HORIZONTAL CAPACITY HC: =FTD cos(TA DEC) HC= 2227.39 Ib VC SSv: _ ---- SSv = 6.67 ft VL1 HC SSh: _ - - - - 55h = 6.67 ft HL1 S5: = if(SSv < SSh),SSv,SSh) *** MAXIMUM TIE DOWN SPACING *** SS=6.67 ft, O Z w LL) FOUNDATION NOTES - 1 . OTES:1. TIE -DOWN STRAPS TO BE 1-1/4" X .035 GALVANIZED STEEL FEDERAL SPECIFICATION QQS-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 3150# MINIM,'JM 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 BUILDINGS OWNER P.T. 2x8 SHIMS B"x16" CAP BLOCK ;8"x16" CMU'S 00 4"x8"x16" PADS 32" STAGGERED AS SHOWN SECTION B -B F. T. F. T. L. J L iI I w a w w w V) I 24" MIN, 24" MIN. 32" MAX. 32" MAX. L � L TYP, GROUND 4- 16" ANCHOR TYP. OUTRIGGER TYP, HURRICANE STRAP TYP. GROUND ANCHOR SECTION C- C 1 ISOLATED PIER TIE -DOWN AT MATELINE F. T, F, T, -LL 1 FLJI 8'-O" TYP. F. T. F, T. - - -W AL. A LA I I F, T. TYP. OUTRIGGER TYP. HURRICANE STRAP TYP. GROUND ANCHOR SECTION D- D 24" MIN, 32" MAX. 16" END HEADER ENDWALL PIER TIE -DOWN AT MATELINE CRIMP STRAP WITH A LISTED STRAP CRIMP OR PRE MANUFACTURED CONNECTOR FRAME TIE -DOWN STRAP MAY BE INSTALLED UNDER OR OVER I -BEAM �- P.T, 2x8 SHIMS 4"x8"x16" CAP BLOCK 8"x8"x16" CMU'S 4"x16"x16" PAD 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 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 WIDTH DIMENSION IS NOMINAL AND 6, WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY,BETWEEN THE I -BEAM AND THE TOP IS BASED ON UNIT WIDTH x NUMBER OF UNITS. OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS, ACTUAL OVERALL WIDTH MAY INCREASE DUE TO AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T, LUMBER SITE CONDITIONS, MATERIAL TOLERANCES, FAILURE AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE OT REMOVE CLOSE-UP MATERIAL, AND / OR OTHER FACTORS THAT ARE BEYOND THE BEARING PRIOR TO ADDING THE SHIMS. CONTROL OF BUILDING MANUFACTURER 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 130 MPH. ASCE-7-98 ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 L.B. CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH THEIR APPROVAL 18" MIN, HEIGHT 34" MAX. HEIGHT TO BOTTOM OF - FLOOR JOIST 4 ---- EXTERIOR SIDEWALL FRAME TIE -DOWN STRAP TIE DOWN, SIDEWALL (TYP, A%R"Y1 F;" t AP RI nry 8"x8"x16" CONCRETE MASONRY UNITS 4"x16"x16" PAD 1-41-1 - OR - (2)-4"x8"x16" PADS PERIMETER PIER IN CORNERS AND ALONG I BEAMS 8"x8"x16" CONCRETE MASONRY UNITS 4"x8"x16" CAP BLOCK STAGGER 4"x8"x16" 4- ISOLATED PIERS CONCRETE UNITS © MATELINE AS SHOWN HEAVY LOAD PIER AT MATE LINE �Dl NOTE: CONCRETE UNITS MAY BE A COMBINATION OF 4" X 8" X 16", AND 4" X 16" X 16" UNITS NOTE; PAD MAY BE EITHER 4"x16"x16" PAD OR (2)-4"x8"x16" PADS AS SHOWN NOT PAD MAY BE EITisim 6A-W8EQDVt VRI_"08'i•1WALPMBS OWN 8"x8"x16" CONCRETE MASONRY UNITS 4"x8"x16" CAP BLOCK STAGGER 4"x8"x16" 4- ISOLATED PIERS CONCRETE UNITS © MATELINE AS SHOWN HEAVY LOAD PIER AT MATE LINE �Dl NOTE: CONCRETE UNITS MAY BE A COMBINATION OF 4" X 8" X 16", AND 4" X 16" X 16" UNITS SIZE CODE TYPE PER PRINT 2001 FBC VI 04/p 702 USE C ECKEO 0r REV, APPR0I111 #T PAGE ALL MDS 0011 5 OF 1 i.' t .: ; •. i n 11 I' u- ... - ,t .• ♦ � ! .fir 1v'.µi itifd•.,.. ,;(' .. ... 1''e. ' .: i�i j1, AL :'G,_..., NOV- .-i-:ALI.. W il1l, •C 0 c� = FRAME TIES O Q F, T. FASTENED 0_ co �.,._._ cza w z tAlp GROUND ANCHOR 0 Q w J w PERMIT #03PI'LOA 1-- Z n O ANCHOR TO BE INSTALLED IN ACCORDANCE WITH IT,S LISTING AND TIE -DOWN ENGINEERING TEST REPORT PROPOSAL #39 THE ULTIMATE CAPACITY IS 5,100# PER ANCHOR > 4,725# OK OFFICE COPY Modular Building Systems International 614 EAST HWY. 50, SUITE 326 CLEREMONT, FLORIDA, 34711 PHONE #352-429-1296 JOHN A. B O D Z IAK 3637 4TH STREET NORTH SAINT PETERSBURG, FLORIDA 33704 ARCHITECT LICENSE #AR -0005065 M.D.S. 2730 12TH STREET SOUTH M l C i i I 135 LISTING AGENCY SANT PETERSBURG, FLORDA 33705 PHONE g813-898-6004 DATE SCALE QUOTE SER, NO, 04/02/2002 -NTS- 001135 SIZE CODE TYPE PER PRINT 2001 FBC VI 04/p 702 USE C ECKEO 0r REV, APPR0I111 #T PAGE ALL MDS 0011 5 OF 1