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2805 Oregon St (2)
CITY OF SANFORD PERMIT APPLICATION Permit # : 06-. 1 Sri A Job Address: _y w—'- Off. O/LrS fcT.rt _ Description of Work: '1770 X / Q >7 Historic District: RECEIVED fe S 32006 1p 9-57— /_ v Zoning: Value of Work: S cP (0 0 , DO 4-i Permit Type: Building 400 . Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool R7e. co 95T' 13tlr=Prc R Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement ' New (Duct Layout & Energy Calc. Required)-7 % O k /tjPlumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Clpsets Plumbing Repair —Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required fok other than X) Parcel #: 11 t303 vvlpZ3 4-304OPo.i, a00003 (Attach Proof of Ownership « Legal Description Owners Name & Address: tc_ 9 Phone: -777- —a 1 0 7 Contractor Name & Address: 14!'/ GC 17 C #04,Lt 15 Lt4;'l1/ /V Gl/ r State License Number: C16C671713 Pbone & Fax:35Z--7 RCa ''S`1 1/'S 9 33 Contact Person: Pbone: S%y Bonding Company: k'.. Address: Mortgage Lender: Address: Arcbitect/Engineer: /' 4 der- Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is v rification that I will notify the owner of the property of the require en lorid i Lien Law, 713. e •/6.0e O ature of Owner/Agent Date Signa tractor/Agent Date JoN1 OLToP, d E• AtIb 46n Print O er Agent's Name PrintZConctor/Agent's Name'. n Si tore of fate o Date Si ature of Notary -State of Flcpa NOTARY PUl3i(; STATi; OF FLORIDANOTARYPUBLIC -STATE OF FLORIDA Grace Lubi _ Sl%ri L. Noriega A ent is Known to Commission # DI)428161Owner/Agent is _tPerms:0n a1:1yKnowntoM COMM1981011.# DB g y Produced ID $1[PIM: JAN. 9 ced ID Bon ed Expires: BondingSCo. O(p9BondedThruAtloadingCo., Irnc.. APPLICATION APPROVED BY: Bldg: Zoning: 290r Utilities: FD; Initial & Date) (Initial & Date) (Initial & Date) : (Ini 'a to Special Conditions: TNIS HIS[RUMENT PREPARED BY; NAME F! City of Sanford Building 407 328 3859 P•i a ADDR.. P 0. 60K c' L .339V NOTICE OF COM MC6MOT ' t ' Q-30 -300 -p"a3a Pcmit No. _ Tax Folio No. 33 SteleorFkrida 33— R-30-3 0 3' o Cm' of S=iuolc M, tmderaigaod U.hy gim sock, that impiovemcnt will be made to o %Wn real property. and in aocordaaoe with Chapter 713, Florida Statclar, the Mowing i fotaaatoa i. provided is this Noticc of Comrnm=-mt. roply; (c al ate; of ttne property imd stcea addttas if available) _, ._ . z P os p<E oN s s N eD F • 2 .. 2 Gcncral dcacripuca oritnjroveMont _ 3. OwmittRwataaon... F 01 1D14 i Of JE? L l f C• .fi"ri_ P PoP %>'t a Nano and addrextt P.fl 80FiL . .. h Interest in PmPQdY bdeboldor (if other than Otvacr) .. "' --- c. Name and %Wma of fee si mpk - 4. PM a. Nu2c l _ " IL Phone aumbcc7J 3 0 Z 3 c r, Fax mubw 5. SEL NS0 ED — a.. Ntxrs Name and addt... /. b. Phone numbs __ — Fax uumbcr 6. lcodcr a. Name and address .. .. _ _ • •- - • ' h Phone aumbcr Fax m=bcr _ 7. Persons within the Stitt of Florida designated by owner upon whom notices err other documents may he served as p by Section 7 3.1 IXa)7., Flp p tadtes a Nan F, va zm A6o . v — FG33TZ _. — b. I boactaxes/ Fax number 56l- 70 In G&Wc n to himsdf yr 1 sdL Owner draignatrs _ of to receive a copy of the ucfbws Notioc as pmvi*o 1A Section 7!3 lxb). !+! snider Statutes. _ 0. Phone number __ _ Fax number — 9. I'.xpitation date of notice of oorntncnoemmt (the cxp;ration dace is 1 ywr from the date of g unless !mut date is gvdfied) Signattue off me or before this1— day of_ W-n _ _• z0 O by S aedlil-4 •• ' PclsoaaUy Known _ OR Produced Idme-tion-4 Type of Identification Produced .. — trWY1wE 1. Qi3yt O CltilailT Mi girt ot` Notary Public, State of Florida . t w','weMm p183 t:Wbweb za. pa% E HMJM 2 Commission Fapir= p g6/iWM5 Jals tis PN game vJEdmmot+ rI11Ef1 EeNIEM M fi/E I IIrE 1 vtHIlFlEU CONY MARrANNE ;17p.q. CtL` ERK OF CIRCUIT COURT OkWKC, j(NTY. FWjj fFED232006Book5760/ Page1883 CFN#2005096566 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES E # 407-302-1091 * FAX #: 407-330-5677 DATE:ft7 PERMIT #: — 57) U BUSINESS NAME / PROJECT: ADDRESS: PHONE NO.: y CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PE IT [ J TENT PERMIT [ ] TANK PERMIT [ ] OTHER [ l -' TOTAL FEES: $ C OO ( PER UNIT SEE BELOW) w q COMMENTS: Address / Bldt;. # / Unit # 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. IL 12. 13, 14. 15, 16, 17. 18. 19, 20, Square Footage Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Preventitfn Division Applicant's Signature DURATEK PRECAST -TECHNOLOGIES GENERAL NOTES CODES AND STANDARDS REC,IFEED fER qAt STRUCTURAL DESIGN BASED ON THE 2004 FLORIDA BUILDING CODE (FBC) MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES ASCE 7 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318 The Edge in Perimeter Walls Precast Site Wall System Drawings & Details DESIGN WIND LOADS BASED ON ASCE-7 Fire Depict IMPORTANCE FACTOR 1=0.77 Final Insp. EXPOSURE — B Date_ SOIL ASSUMED MINIMUM SOIL WEIGHT OF 12D PCF ASSUMED MINIMUM SATURATED SOIL WEIGHT OF 60 PCF ASSUMED SOIL FRICTION ANGLE OF 300 GC SHALL EVALUATE THE EXISTING SOIL CONDITIONS AND DETERMINE THE PROPER DRILLED SHAFT FOUNDATION DEPTH. THE ENGINEERING CONTAINED WITHIN THESE PLANS PERTAIN TO TYPICAL CONDITIONS FOUND WITHIN FLORIDA SOILS. DRILLED SHAFTS'ENCROCHING INTO THE WATER TABLE SHALL USE THE ENGINEERING CONTAINED WITHIN THESE PLANS AS FOUNDATIONS WITHIN THE WATER TABLE. ALL FILL TO BE MECHANICALLY COMPACTED REINFORCING STEEL DEFORMED REINFORCING BARS PER ASTM A615 GRADE 60. WELDED WIRE FABRIC PER ASTM A185 — MINIMUM LAP OF TWO SQUARES. REFERENCE THE REINFORCEMENT DATA TABLE IN THESE PLANS FOR ADDITIONAL DETAILS AND INFORMATION. CONCRETE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CAST -IN -PLACE CONCRETE F'c=3DOOpsi MINIMUM 28 DAY COMPRESSIVE STRENGTH OF PRECAST ELEMENTS F'c=5000psi CEMENT PER ASTM C-150 TYPE 1 NORMAL WEIGHT AGGREGATE: FINE AND COARSE AGGREGATE MEETING ASTM C33. MAXIMUM AGGREGATE SIZE OF %' PROHIBITED ADMIXTURES: CALCIUM CHLORIDE, THIOCYANATE OR ADMIXTURES CONTAINING MORE THAN 0.05% CHLORIDE IONS ARE NOT PERMITTED. NO ADMIXTURE SHALL CAUSE AN INCREASE IN SHRINKAGE WHEN TESTED IN ACCORDANCE WITH ASTM C494 AND ASTM C157. MINIMUM CONCRETE COVERAGE FOR REINFORCEMENT SHALL BE AS FOLLOWS: FOOTINGS 3' PRECAST COLUMNS 1-1/2' PRECAST WALLS 3/4' DISCHARGE OF THE CONCRETE SHALL BE COMPLETED WITHIN 1-1/2 HOURS OR BEFORE THE DRUM HAS REVOLVED 300 REVOLUTIONS, WHICHEVER COMES FIRST, AFTER THE INTRODUCTION OF THE MIXING WATER TO THE CEMENT AND AGGREGATES OR THE INTRODUCTION OF THE CEMENT TO THE AGGREGATES. WATER SHALL NOT BE ADDED IN THE FIELD UNLESS APPROVED BY ENGINEER. FLORIDA ENGINEERING SOLUTIONS, INC. Certificate of Authorization No. 26300 P.O. Box 1238 - San Antonio, FL 33576 Ph:352/588-0271 Fx:3521588-0122 To the best of my knowledge, these drawings con6m to the structural A requirements of the 2004 Florida Building Code. 4J rV uary 3rd Hoy, P.E. - Florida License Number 55312 Owile raised seat and original signature of the Engineer is valid for a maximum of one Year from the above date. RECAST 76CHROL601115 Corporate Office Location: 2180 American Flyer Way Brooksville, FL 34604-6829 Toll Free: 800/754-3641 Ph: 3521796-5944 Fx: 352/796-5933 Website: www.duratek.net Cr W-10 SITE WALL DETAILS SCALE: N.T.S DRAWING DING BY: JAH OF DATE: 01/03/06 i 20'-0" 20'-0" nDTInAIAI rAD L J L J SEE DRAWING NO.5 L J TYPICAL WALL PANEL ELEVATION - 6FT, & 8FT PANELS SCALE: N.T.S. 20'-0" 20'-0" OPTIONAL CAP o NK I I 0o o O0 a• FHE DURATEK SYSTEM TILIZES A COMBINATION OF ft, 6ft, & 8ft PANELS TO kCHIEVE UP TO A 16'-0" ESIRED WALL HEIGHT. TYPICAL STACK WALL PANEL ELEVATION - UP TO 16FT HEIGHT SCALE: N.T.S. 20'-0" 20'-0" Ir` TYPICAL STEPPED WALL PANEL ELEVATION SCALE: N.T.S. FLORIDA ENGINEERING SOLUTIONS, INC. Certificate of Authorization No. 26300 P.O. Box 1238 - San Antonio, FL 33576 Ph:352/588-0271 Fx:352/588-0122 To the best of my knowledge, these drawings conform to the structural requirements of the 2tx14 Florida Building Code. raised seal and original signature of the Engineer is valid for a maximum of one year from the above date. r n. ". EK10%olt AA[CAST TECNNOLOOI[S Corporate Office Location: 2180 American Flyer Way Brooksville, FL 34604-6829 Toll Free: 8001754-3641 Ph: 3521796-5944 Fx: 3521796-5933 Website: www.duratek.net 2N SIN 1. 2 LINE POST r — — — — — — — — — — — — — — ril N WALL PANEL TYPICAL WALL PANEL TO LINE POST DETAIL SCALE: N.T.S. OPTIONAL DECO POST CAP DETAIL SCALE: N.T.S. 0 r--------- STANDARD HOOK LAP SPLICEEMBEDMENT (S.H.E.) LPIN DIAMETER REINFORCEMENT DATA TABLE BAR SIZE PIN DIA. CONCRETE MASONRY H LAP SPL. S.H.E. H LAP SPL. S.H.E. 3 2.25 5 21 5.75 6 18 9.25 4 3.00 1 6 28 7.50 8 24 12.50 5 3.75 7 36 9.50 10 30 15.5D 6 4.50 8 43 11.5-D 12 36 18.5D 7 5.25 10 62 13.5D 14 42 21.75 I RE__h--Pal,-am MUL, 31 .1 6 2'-2" SITE WALL DETAILS SCALE: N.T.S DRAWING Dwc BY: JAH OF DATE: 01/03/06 r n 23" 4 3. 3. 4 4 TOP OF PANEL52" — 1" 1" = rIN I I co 01 r- a" I 12 I I 0 N I I I I A36 SMOOTH I I STEEL TACK I2 ox- WELDED ITOMAINREINF. I I M J 7" MAIN REINF. TOP & BOTTOM SEE SCHED. rm'] ' 1 7 i -ri- ID 3" 1 I 1" 1" J 5" BOTTOM OF PANEL TYPICAL 6FT & 8FT PANEL SECTION SCALE: N.T.S. FLORIDA ENGINEERING SOLUTIONS, INC. Certificate of Authorization No. 26300 P.O. Box 1238 - San Antonio, FL 33576 Ph:352/588-0271 Fx:352/588-0122 TYPICAL 2FT BASE PANEL SECTION SCALE: N.T.S. To tlii best of my knowledge, these dravririgs conform to the structural requirements of the 2004 Florida Build seaJ rd, Florida License Number 55312 l signature of the Engineer is valid for a maximum of one year from the above date. PANEL REINFORCING SCHEDULE Duratek Wall Panels Wind Speed (mph) 110 - 146 2ft Base Panel Top Reinforcing 1 - #4 Rebar Panel Reinforcing Bottom Reinforcing 1 - #4 Rebar 6ft Wall Panel Top Reinforcing 4 - #4 Rebar Panel Reinforcing WWR 6x6 - W2.9xW2.9 Bottom Reinforcing 4 - #4 Rebar 8ft Wall Panel Top Reinforcing 4 - #4 Rebar Panel Reinforcing WWR 6x6 - W2.9xW2.9 Bottom Reinforcing 4 - #4 Rebar 1 19-54" 48" 18'-9" PANEL DEFLECTION TABLE Duratek Site Wall Panel Deflections (inches) Wind Speed mph) 110 120 130 140 146 2ft Wall Panel 0.028 0.033 0.039 0.045 0.049 Eft Wall Panel 0.184 0.219 0.257 1.050 1.200 8ft Wall Panel 0.216 0.257 1.310 1.610 1.790 All slues are immediate deflections due to maximum wind loads during a hurricane event. TYPICAL 6FT & 8FT PANEL ELEVATION SCALE: N.T.S. p.vr v PRCCAST YECNNOLOGIILS w " - Corporate Office Location: 2180 American Flyer Way Brooksville, FL 34604-6829 Toll Free: 8001754-3641 Ph: 352(796-5944 Fx: 3521796-5933 Website: www.duratek.net 41. SITE WALL DETAILS SCALE: N.T.S DRAWING DWG BY: ,JAH 3 OF 5 DATE: 01/03/06 0 r 3 REBAR TACK WELDED TO MAIN POST REINF. TYP. WERE SHOWN " 5" TYPICAL LINE POST FOR ALL WALL HEIGHTS UP TO AND INCLUDING 10FT. TYPICAL LINE POST SECTION SCALE: N.T.S. 1" 1" T 1'-2" TYPICAL STACK LINE POST SECTION SCALE: N.T.S. 1" 1" 1'-4 6" 1" 1'-0„ 1" 5" ry N nj 4 -IN r- 48r" r ry 8 rM N SIN tap F N r" 1'-2" ol TYPICAL 45° LINE POST SECTION SCALE: N.T.S. FLORIDA ENGINEERING SOLUTIONS, INC. Certificate of Authorization No. 26300 P.O. Box 1238 - San Antonio, FL 33576 Ph:352/588-0271 Fx:352/588-0122 TYPICAL END LINE POST SECTION SCALE: N.T.S. C To the best of my knowledge, these drawings conform to the structural t requirements of the 2t104 Florida Building Code. min A. nvy, r.C. - rivnoa LlGansa numuer a 1Z raised seal and original signature of the Engineer is valid for a maximum of one vear from the above dale. 1" a- C7 CM 2'-0" 1 TYPICAL DECO LINE POST SECTION SCALE: N.T.S. 1" 1" r 24* (— 3f 6-41." I TYPICAL CORNER LINE POST SECTION SCALE: N.T.S. LINE POST REINFORCEMENT SCHEDULE Duratek Line Pbsts Post Height Wind Speed (mph) 110 - 140 146 6ft Line Post 4 - #4 Rebar 4 - #4 Rebar 8ft Line Post 4 - #5 Rebar 4 - #5 Rebar 10ft Line Post 4 - #6 Rebar 4 - #7 Rebar Stack Line Post 10ft 6 - #4 Rebar 6 - #4 Rebar 1211 6 - #5 Rebar 6 - #5 Rebar 14ft 6 - #6 Rebar 6 - #6 Rebar 16ft 6 - #6 Rebar 6 - #7 Rebar Deco Line Post Oft 4 - #5 Rebar 4 - #5 Rebar 8ft 4 - #5 Rebar 4 - #5 Rebar 45 Degree Line Post 6ft 6 - #4 Rebar 6 - #4 Rebar Oft 6 - #4 Rebar 6 - #4 Rebar 1 Oft 6 - #5 Rebar 6 - #5 Rebar End Line Post 6ft 4 - #4 Rebar 4 - #4 Rebar 8ft 4 - #4 Rebar 4 - #4 Rebar loft 4 - #5 Rebar 4 - #5 Rebar Comer Line Post 6ft 4 - #4 Rebar 4 - #4 Rebar 8ft 4 - #4 Rebar 4 - #4 Rebar 1011 4 - #5 Rebar 4 - #5 Rebar y'r o t ww w w r+ r PRECAST TECHNOLOGIES Corporate Office Location: 2180 American Flyer Way Brooksville, FL 34604-6829 Toll Free: 8001754-3641 Ph: 352l796-5944 Fx: 3521796-5933 Website: www.duratek.net SITTE WALL DETAILS SCALE: N.T.S DRAWING DWG BY: JAH d OF DATE: 01/03/06 T Drilled Shaft Foundation Depth (L) (inches) - Out of Water Table Wind Speed (mph) Wall Height 110. 120 130 140 146 1 16.0 16.0 16.0 16.0 16.0 2 16.0 16.0 16.0 16.0 16.0 3 16.0 16.0 16.0 16.0 16.0 4 16.0 16.0 16.0 16.0 16.0 5 16.0 16.0 16.0 21.6 24.3 6 16.0 16.0 23.4 28.2 30.9 7 16.0 23.4 29.1 33.9 36.3 8 22.2 29.1 34.2 38.4 41.1 9 27.6 33.6 38.4 42.9 45.3 10 31.8 37.5 42.6 46.8 49.5 11 35.7 41.4 46.2 50.7 53.4 12 39.3 44.7 49.8 54.3 57.0 13 42.6 48.0 53.1 57.9 60.6 14 45.6 51.3 56.4 61.2 63.9 15 48.6 54.3 59.4 64.5 67.2 16 51.3 57.0 62.4 67.5 70.5 75.0 70.0 m 65.0 60.0 55.0 a 50.0 45.0 c 40.0 35.0 30.0 o 25.0 u_ 20.0 15.0 10.0 Drilled Shaft Foundation Depth (inches) Drilled Shaft Foundation Depth (L) (inches) - In Water Table _ Wind Speed (mph) Wall Height 110 120 130 140 146 1 18.0 18.0 18.0 18.0 18.0 2 18.0 18.0 18.0 18.0 18.0 3 18.0 18.0 18.0 18.0 18.0 4 18.0 18.0 18.0 18.0 21.3 5 18.0 18.0 20.1 29.4 33.0 6 18.0 21.6 31.5 38.1 41.4 7 19.2 31.8 39.0 45.0 48.3 8 30.0 38.7 45.3 51.3 54.6 9 36.6 44.4 51.0 57.0 60.3 10 42.3 49.8 56.1 62.1 65.4 11 47.4 54.6 61.2 67.2 70.5 12 51.9 59.1 65.7 71.7 75.3 13 56.1 63.3 69.9 76.2 79.8 14 e0.0 67.5 1 74.1 1 80.7 84.3 15 C•3.9 71.1 78.3 84.9 88.5 16 67.5 75.0 82.2 88.8 92.7 Drilled Shaft Foundation Depth (inches) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Wall Height (feet) FLORIDA ENGINEERING SOLUTIONS, INC. Certificate of Authorization No. 26300 P.O. Box 1238 - San Antonio, FL 33576 Ph:352/588-0271 Fx:352/588-0122 h To the best of my knowledge, these drawings conform to the structural requirements of the 2004 Florida Bolding code. raised seal and original signature of the Engineer is valid for a maximum of one year from the above date. 01 ot Pa[CAs? Y[CNNOLAGI[i Corporate Once Location: 2180 American Flyer Way Brooksville, FL 34604-6829 Toll Free: 6001754-3641 Ph: 3521796-5944 Fx: 3521796-5933 Website: www.duratek.net 100.0 95.0 90.0 85.0 80.0 75.0 70.0 65.0 60.0 0 55.0 c 50.0 45.0 40.0 0 35.0 u_ 30.0 25.0 20.0 15.0 10.0 110 I I X-0" DIAMETER DRILLED SHAFT FOUNDATION SITE WALL DETAILS SCALE: N.T.S DRAWING DWG BY: JAH DATE: 01/03/06 OF TEfrAI—rMU1.0 PRQCA&T TCCNNOLOCICS Corporate Office Location: 2180 American Flyer Way, Brooksville, FL 34604-6829 Toll Free: 800/754-3641 Ph: 352/796-5944 Fx: 352/796-5933 Website: www.duratek.net SITE WALL DESIGN CALCULATIONS Wall Heights Up to 16ft Wind Speeds 110, 120, 130, 140, & 146 mph Exposure B Wind Loads Per ASCE 7 Concrete Design Per ACI 318 F'c (Cast -in -Place Concrete) = 3,000 psi F'c (Precast Concrete) = 5,000 psi Fy (Rebar) = 60,000 psi Please Reference Site Wall Drawings 1-5 Dated 01/03/06) List of Sheets 1.1-1.2, 2.1-2.33, 3.1-3.49, 4.1-4.6 To the best of my knowledge, these calculations, conform to the structural requiremerits of the 2004 Florida Buildino Codar teary. 3rd, 2006 John A. Hoy, P.E. FL. Lic. No. 55312 T>e'raised seal and original signature Is valid for a maximum of one year from the above date. 11 S ' Florida Engineering Solutions, Inc. Certificate of Authorization No. 26300 P.O. Box 1238 San Antonio, Florida 33576 Ph: 352/588-0271 Fx: 352/588-0122 Ilf'p " Rill A E-K NCCAST TCONNOLOOICi Corporate Office Location: 2180 American Flyer Way, Brooksville, FL 34604-6829 Toll Free: 800/754-3641 Ph: 352/796-5944 Fx: 352/796-5933 Website: www.duratek.net DIRECTORY Description Page Number ASCE Wind Load Calculations.............................................................................1.1 2ft Panel Design Calculations...............................................................................2.1 6ft Panel Design Calculations...............................................................................2.8 8ft Panel Design Calculations..............................................................................2.20 Site Wall Panel Deflection Calculations...............................................................2.29 6ft Line Post Design Calculations.........................................................................3.1 8ft Line Post Design Calculations.........................................................................3.7 1 Oft Line Post Design Calculations......................................................................3.12 Stack Line Post Design Calculations...................................................................3.18 Deco Line Post Design Calculations....................................................................3.26 45 Degree Line Post Design Calculations...........................................................3.30 End Line Post Design Calculations......................................................................3.37 Comer Line Post Design Calculations.................................................................3.44 Drilled Shaft Foundation Design Calculations.......................................................4.1 Florida Engineering Solutions, Inc. Certificate of Authorization No. 26300 P.O. Box 1238 San Antonio, Florida 33576 Ph: 352/588-0271 Fx: 352/588-0122 doe -in PerimeterWallsTEK Potuc^sr Tsc""aLoates Concrete Pre -cast Buffer Walls Florida Engineering Solutions, Inc. PO Box 1 1h: 352/588-0271 Sheet No. Certificate of Authorization No. 263060 San Antonio, F :x: 352/588-0122F C- 1 -4 Ir., 6-649--RI-15—CL /<4 Z-V- J-1-L- J CS T-E aao si.raeMNo oo ss Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 / P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 352/588-0122 Velocity Pressure (psf) Evaluated at h<=15ft - Exposure B Wind Speed (mph) 110 120 130 140 146 Velocity Pressure (pso 11.56 13.75 16.14 18.72 20.36 Velocity Pressure (psf) Evaluated at 15ft<h<=20ft - Exposure B Wind Speed (mph) 110 120 130 140 146 Velocity Pressure (pst) 12.57 14.96 17.56 20.36 22.14 Wind Load (psf) Evaluated at h<=15ft - Exposure B Wind Speed (mph) Wind Load (psf) 110 11.79 120 14.03 130 16.46 140 19.09 146 20.76 Wind Load (psf) Evaluated at 15ft<h<=20ft - Exposure B Wind Speed (mph) Wind Load (pst) 110 12.82 120 15.26 130 17.91 140 20.77 146 22.59 wia s• rsaM»oios as Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 3521588-0122 f 2FT PANEL DESIGN SUMMARY Top Reinforcing Wind Speed (mph) 110 120 130 140 146 Bottom Reinforcing Wind Speed (mph) 110 120 130 140 146 Rebar (Qty-Size) 1 - #4 1 - #4 1 - #4 1 - #4 1 - #4 Rebar (Qty-Size) 1 - #4 1 - #4 1 - #4 1 - #4 1 - #4 m AT IIIin. 7hd Edqe-i n'' Perimeter Walls Concrete Pre -cast B11BC.AST..TtOKNOL007 S ' uffer Walls Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. , 2, Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 Y ! c. e i? ,dncrete Pre-c4st Buffer WallsPR[CAiT'T.[CMMOLOO/!i,} M1 ti Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. • 3CertificateofAuthorizationNo. 26300 San Antonio, FL 33576 Fx: 352/588-0122 1 axe 1 i 11 1 I 1 a vi1 r -- r-- i i 1 lE!_a_t,.Ga?c.,./•_' U.G =__._.in G«,. 5. Zvi•,' 1 i-_-_ 1 i I- 1 i i• j j i____ 1 i 1 1 i 1 1 1 I jI T 1 nxin T. EK w si .aeNwo oaes Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 4ali 7_1: I ZI >! 1I*1IrI P 1 Panel Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-ft) 110 1,808 120 2,151 130 2,525 140 2,928 146 3,184 Panel Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 369 120 439 130 516 140 598 146 651 Date: 5/4/2005 1 11 IlE"1! gin • M-07- - RLC •.TAT lCNNO 001!• , Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 352/588-0122 2FT PANEL REINFORCING DUE TO WIND GIVEN: b = 24.000 in d = 3.500 in 16, = 0.85 fc = 5,000 psi Flexure = 0.90 fy = 60,060 psi 0 Shear = 0.75 A, = 0.400 in2 DESIGN: As — 0,0048P(wtuar) = bd — Es= 0.85 Ec Asfy c b _ Ec= 0.0349 s.f 0,002 <es < 0.005 = INTERPOLATE Es 5 0.002 =:> 0 = 0.65 Es> 0.005 => 0 = 0.90 200 pm _ = 0.0033 fy m= fy . = 14.12 0.85 f R„ = pfy 1— 2 PM) m = 276.11 psi 40M„ = 40R„bd 2 = 6,088 ft-lb 0 V c= 0 2 f bd -= 8909.55 lb AV,T = 40 Y., = 8,910 lb Reference: ACI 318-02 Date: 4/19/2005 Ilan a ¢ r isso_•sr'r_acNwo ooe• • • Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 / P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/5W-O271 Fx: 35215WO122 l.Q 2FT PANEL REINFORCING DUE TO HANDLING GIVEN: b = 7.000 in d = 21.000 in 3, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 AS = 0.200 in' DESIGN: )O</ P(arwr = d = 0.0014 0 V , = 0 2 f bd ' = 15591.70 lb ES= 0.85 EC d Af C b _ EC= 0.1298 Asfr 0.002 <ES < 0.005 = INTERPOLA7E ES <— 0.002 => 0 = 0.65 ES>_ 0.005 => 0 = 0.90 200 p„ j. = = 0.0033 fy m= fy = 14.12 0.85 fc R. = pf y 1— 2 pm)= 80.85 psi OM,,= OR„bd 2 = 18,718 R-lb 4 V, = -0 v., = 15,592 lb Reference: ACI 318-02 Date: 4/19/2005 tiI'mist iT CMMOlO01tf Florida Engineering Solutions, Inc. - Certificate of Authorization No. 263DO P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx-. 3521588-0122 2FT PANEL END RESTRAINT SHEAR CHECK GIVEN: DESIGN: b = 24.000 in d = 1.375 in fc = 5,000 psi fy = 60,000 psi As = 0.400 in' 45 — 0.012 bd Es= 0. EC d'Qif b - EC= .0119 Qs.%r 0.002 <ES < . 05 = 1NTERPO AM ES50.002=0 0.65 Es>:0.005=¢=O. 0 pm;, = 0.0033 Y 085f —\ 665.OR„ = 2 pm =psi OM„ = OR„ bd 2 = 2,263 ft-lb A = 0.85 0 Flexure = 0.90 0 Shear = 0.75 0 V , = 0 2 ffTbd , = 3500.18 lb V, _ V., = 3,500 lb 2, Reference: ACI 318-02 n a*w n a. eicaor rsoMwocoa ao _, Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 35215WO122 6FT PANEL DESIGN SUMMARY Top Bulb Reinforcing Wind Speed (mph) 110 120 130 140 146 Bottom Bulb Reinforcing Wind Speed (mph) 110 120 130 140 146 Rebar (Qty-Size) 4 - #3's 4 - #3's 4 - #3's 4-#4's 4 - #4's Rebar (Qty-Size) 4 - #3's 4 - #3's 4 - #3's 4 - #4's 4 - #4's Panel Reinforcing Wind Speed (mph) Welded Wire Reinforcement 110 WWR 6x6-W2.9xW2.9 120 WWR 64-W2.9xW2.9 130 WWR 64-W2.9xW2.9 140 WWR 64-W2.9xW2.9 146 WWR 64-W2.9xW2.9 n 3. US, AlT-.T[O MMO 001•s i - Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352 5588-0271 7Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 1" 4" 1" I 0 23t, 4 9 r1N i' • iThe r ItOIIRCAS,T TtO,MNO}1.06:16i, a_ i,---Concrete Pre -cast Buffer M6 Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 a2 • Q I i WNW i .Q 3 1b",-/s,- r _ f_ o . j i f eve- lei 1 1 i AIL Z 1 I I i 1 i i i t i t WTI, Con;crete Pre -cast Buffer WallsPp[C4iT. TtOMNOLOO/a0 Florida Engineering Solutions, Inc. PO Box 1238 Ph: 3521588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 2• ` CI FI O I a I G. 1 S P_ocr.. S I 1 j/ - r fvt Cyr G i a' fi t 1 i I 1 I 1 i 1 1 i I I f i._ r tea- I I 1 I 1 I I I i i i L.. I I I r-- e •qe Perimeter Pre-caist Buffer MCAiT,T.tl.`IINOLOCI[f: ^' [ ncrete Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 Sheet No. a-iLwenT. r s i j I 1 1 I i r i • r i i I I t I j 1 i i I i j I. I 1 1 i 1 NNQAiT TQCNNOt001i• Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 6FT PANEL DESIGN LOADS Top Bulb Ultimate Moment - Mu(tb) (lb-ft) Panel Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu(tb) (lb-ft) Wind Speed (mph) Mu (lb-R) 110 2,920 110 57 120 3,476 120 68 130 4,079 130 80 140 4,731 140 92 146 5,145 146 101 Bottom Bulb Ultimate Moment - Mu(bb) (lb-ft) Panel Ultimate Shear Vu (Ibs) Wind Speed (mph) Mu(bb) (lb-ft) Wind Speed (mph) Vu (Ibs) 110 2,295 110 46 120 2,731 120 55 130 3,205 130 65 140 3,717 140 75 146 4,042 146 82 Top Bulb Ultimate Shear - Vu(tb) (Ibs) Wind Speed (mph) Vu(tb) (Ibs) 110 597 120 710 130 833 140 966 146 1,051 Bottom Bulb Ultimate Shear - Vu(bb) (Ibs) Wind Speed (mph) Vu(bb) (Ibs) 110 469 120 558 130 655 140. 759 146 826 Ultimate Shear at End Restraints - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 1,065 120 1,268 130 1,488 140 1,726 146 1,877 C:2-•13 Date: 4/19/2005 ft rmi n A-we-comn- RCOOtT,TQOMNOt00 lY Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 6FT PANEL TOP BULB REINFORCING GIVEN: b = 7.000 in d = 5.000 in 3 = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fY = 60,000 psi 0 Shear = 0.75 As = 0.22 in' DESIGN:3 As = 0.0063P(ruar ) = bd ES= 0.85 Ec d'Af'c b _ Ec= 0.0257 Asfr 0.002 <ES < 0.005 = INTERPOLATE ES 5 0.002 => 0 = 0.65 ES>_ 0.005 => 0 = 0.90 200 p.j., _ , = 0.0033 Y m= fY = 14.12 o.85 f 1 R„ = pfy 1— 2 pm) m = 360.41 psi OM„ = OR„bd 2 = 4,730 R-lb 0 V , _ 2 f bd ' = 3712.31 lb 4 vn = 4 Y., = 3,712 lb Reference: ACI 318-02 Date: 4/19/2005 z • An'Peri rdse s,coBNo oo esst Buffer Walls Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 ./ P.O. Box 1238, San Antonio, FL 33576 - Ph. 352/588-088 271Fx: 352/5-0122 i 6FT PANEL TOP BULB REINFORCING GIVEN: b = 7.000 in d = 5.000 in Q, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 0. 40 in2 41 DESIGN: AS bd = 0. 0114 P. = ES= 0.85EC d'Af'Cb _EC= 0.0128 Asfr j 0.002 <ES < 0.005 = INTERPOLA7E ES: 50.002=>0=0.65 ES>_ 0.005=:>0=0.90 200 pm;, = = 0.0033 f. Ym fy 0. 85fc 14. 12 I R„ = pfy 1— 2 PM 630.40 psi OM„ = OR. bd 2 = 8,274 ft-lb 0 V c= 0 2 f7bd I= 3712.31 lb 4 vn = 40 Y,, = 3,712 lb Reference: ACI 318-02 Date: 4/19/2005 ol - Edge • - - - iwscyT isopwo oo, Cencrete Pre -cast Buffer Walls Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 352/588-0122 a / 6FT PANEL BOTTOM BULB REINFORCING GIVEN: b = 6.000 in d = 4.000 in 3, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 0.22 in Ae3DESIGN: 4s = 0.0092 bd ES= 0.85 Ec d,A 'c b - Ec= 0.0167 As.fr 0.002 <Es < 0.005 = INTERPOLATE ES50.002=>0=0.65 ES>:0.005 => 0 = 0.90 200 p j. = f = 0.0033 Y m= fY - 14.12 0.85 f R„ = pfy 1— 2 pm = 514.41 psi OM,, = ¢R„bd2 = 3,704 ft-lb Y _ 0 2 f bd ' = 2545.58 lb q5V, = 4P v,, = 2,546 lb Reference: ACI 318-02 Date: 4/19/2005 Imo` to 1 Ial -meter It•C••T'TCONNO 001•• '—ConcreteBuffer Florida Engineering solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0V1 Fx: 352/58"122 . 6FT PANEL BOTTOM BULB REINFORCING GIVEN: b = 6.000 in d = 4.000 in 13, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 As = 0.40 in' Arz ?nL DESIGN: AS = 0.0167 bd Es = 0.85 EC d fllf c b _ Ec = 0.0078 Asfr 0.002 <es < 0.005 = INTERPOLATE Es—< 0.002 =* 0 = 0.65 ES>: 0.005 => 0 = 0.90 200 p.j. = = 0.0033 fy m= fy = 14.12 0.85 fC 1 R„ = pfy 1— 2 pm) m = 882.35 psi OM„ = OR„bd 2 = 6,353 ft-lb 0 V , = 0 2 f bd ' = 2545.58 lb 4PV, = 4Y,7 = 2,546 lb Reference: ACI 318-02 Date: 5/4/2005 l"1411AEA - ••- - - - EMr..: w ..CAST aoNwotoolas ! tConcrete Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/58&0271 Fx: 352/588-0122 42. 6FT PANEL REINFORCING GIVEN: b = 12.000 in d = 1.375 in 3, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 AS = 0.058 in' DESIGN: u!Wx- 0--w a — P(.1,.d = Aa = 0.0035 0 V , = 0 2 f bd ' = 1750.09 lb ES=0.85Ec d Af cb _ Ec= 0.0484 As.fr 0.002 <es < 0.005 = INTERPOLATE ES <_ 0.002 => 0 = 0.65 ES> 0.005 => 0 = 0.90 200 pmm = 1 = 0.0033 r m= fy = 14.12 0.85f R„ = pfy 1— 2 pm = 205.68 psi OM„ = ,OR,,bd 2 = 350 ft-lb 0V,j = 4 v,, = 1,750 lb Reference: ACI 318-02 Date: 4/19/2005 NtO:T T,iOMNOtOO i• Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/58"122 6FT PANEL END RESTRAINT SHEAR CHECK GIVEN: DESIGN: b = 72.000 in d = 1.375 in fc = 5,000 psi fy = 60,000 psi As = 0.40 in' AS = 0.0040Pcaru — bd i ES= 0.k EC d'fil f'c b — Ec= 0. 417 00.65 0.002 <EINTERPO ESS0.00 Es>:0.000 pm = V- = 0.0033 106. fy - 14.12 85f R„ = pfyPM) m = 235. OR„ bd Z = 2,404 psi 3, = 0.85 Flexure = 0.90 0 Shear = 0.75 0 V , = 0 2 f bd ' = 10500.54 lb 4 Y„ _ Vc = 10,501 lb Reference: ACI 318-02 np. an 3-I1E6AST TC'ONNOLOGI9i Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521SW271 Fx: 352/58"122 8FT PANEL DESIGN SUMMARY Top Bulb Reinforcing Wind Speed (mph) Rebar (Qty-Size) 110 4 - #3's 120 4 - #3's 130 4 - #4's 140 4 - #4's 146 4 - #4's Bottom Bulb Reinforcing Wind Speed (mph) Rebar (Qty-Size) 110 4 - #3's 120 4 - #3's 130 4 - #4's 140 4 - #4's 146 4 - #4's Panel Reinforcing Wind Speed (mph) 110 120 130 140 146 Welded Wire Reinforcement WWR 6x6-W2.9xW2.9 WWR 6x6-W2.9xW2.9 WWR 64-W2.9xW2.9 WWR 64-W2.9xW2.9 WWR 64-W2.9xW2.9 F The Edge -in, Per mzk i OREC,A T TiO!!"LOO F9 —Concrete Pre -cast Buffer Wall's Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 1w ww 1w rIN c O) 4 Z m X& X nun a41iwcosi.rccNNotooiss Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 3521588-0122 8FT PANEL DESIGN LOADS Top Bulb Ultimate Moment - Mu(tb) (lb-ft) Wind Speed (mph) Mu(tb) (lb-ft) 110 3,894 120 4,634 130 5,439 140 6,307 146 6,860 Bottom Bulb Ultimate Moment - Mu(bb) (lb-ft) Wind Speed (mph) Mu(bb) (lb-R) 110 3,059 120 3,641 130 4,273 140 4,956 146 5,390 Top Bulb Ultimate Shear - Vu(tb) (Ibs) Wind Speed (mph) Vu(tb) (Ibs) 110 795 120 947 130 1,111 140 1,289 146 1,401 Bottom Bulb Ultimate Shear - Vu(bb) (Ibs) Wind Speed (mph) Vu(bb) (Ibs) 110 625 120 744 130 873 140 1,012 146 1,101 Ultimate Shear at End Restraints - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 1,420 120 1,691 130 1,984 140 2,301 146 2,502 Panel Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-ft) 110 113 120 134 130 158 140 183 146 199 Panel Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 65 120 78 130 91 140 106 146 115 SEE 6FT PANEL DESIGN FOR CALCULATIONS Date: 4/19/2005 t~si_ ncrete Pre-ca'st Buffer Walls'— N.LCAST ;T ONNOtOO t• 'i O Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 ij 2P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 p 8FT PANEL TOP BULB REINFORCING GIVEN: b = 7.000 in d = 5.000 in 3, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 AS = 0.220 in DESIGN: 0.3 af>d 'r b $ = 0.0063 0 V , _ 0 2 f' bd ' = 3712.31 lb ES= 0.85 EC d AfCb _ EC= 0.0257 Asfr 0.002 <Es < 0.005 = INTERPOLATE es < 0.002 => 0 = 0.65 q5 Y„ _ V, = 3,712 lb es>! 0.005 => 0 = 0.90 i 200 p.j. = = fy 0.0033 fy m= = 0.85f 14.12 R„ = pfy 1— 2 pm 360.41 psi OM„ = OR„bd2 = 4,730 ft-lb Reference: ACI 318-02 Date: 4/19/2005 tThd Edge in'Peri meter Walls— Concrete Pre -cast Buffer Wall'swcokfT'T iG 4.1 lO0.199 Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 ' L P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 8FT PANEL TOP BULB REINFORCING GIVEN: b = 7.000 in d = 5.000 in 3, = 0.85 fc = 5,000 psi Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 AS = 0.400 in2 94DESIGN: 4s = 0.0114 bd ES= 0.85 Ec Asfr ' C b — Ec= 0.0128 0.002 <ES < 0.005 = INTERPOLATE. ES50.002=>0=0.65 ES>— 0.005 =: 0 = 0.90 200 p.j. = = 0.0033 f. y m = 0. fy 85f, 5f= 14.12 R„ = pfy 1— 2 pm = 630.40 psi OM„ = OR„bd 2 = 8,274 ft-lb 0 V, = 02 f-bd '= 3712.31 lb q5 v7z = 4 v,, = 3,712 lb Reference: ACI 318-02 Date: 4/19/2005 EK gas.s Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 352/588-0122 8FT PANEL BOTTOM BULB REINFORCING GIVEN: b = 6.000 in d = 4.000 in 13, 0.85 fc = 5,000 psi 0 Flexure 0.90 fy = 60,000 psi 0 Shear 0.75 0.220 in' joS 946G/ DESIGN: A"Clum) = ba = 0.0092 0 V _ 2 f bd ' = 2545.58 lb ES= 0.85 Ec d'Qlf'c b _ Ec= 0.0167 4sfr 0.002 <ES < 0.005 = INTERPOLATE ES—< 0.002=::, 0 = 0.65 ES> 0.005 => 0 = 0.90 200 p.j. = = 0.0033 f. Y m = f'' — 14.12 0.85 fc R„ = pfy 1— 2 pm = 514.41 psi OM„ = OR„bd 2 = 3,704 R-lb q5 vn = 0 Y, = 2,546 lb Reference: AC1318-02 Date: 4/19/2005 The Ed4e-in Perimeter' Walls-r-i wwX WWI i { r I `° ; -Concrete Pre -cast Buffer Walls Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 / P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 0 8FT PANEL BOTTOM BULB REINFORCING GIVEN: b = 6.000 in d = 4.000 in 3, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 0.400 in' DESIGN: I* a= P orua> = Aa = 0.0167 0 V , = 0 2 f bd ' = 2545.58 lb ES= 0.85 Ec Asfy c b - Ec= 0.0078 s.f 0.002 <ES < 0.005 = INTERPOLATE ES:50.002=>0=0.65 ES 2: 0.005 => 0 = 0.90 200 j. = = 0.0033 fy m= fy = 14.12 0.85 f R„ = pfy 1- 2 PM) m = 882.35 psi OM„ = OR„bd 2 = 6,353 ft-lb 0V,, = 4Y., = 2,546 lb Reference: ACI 318-02 Date: 5/4/2005 No 04:. 14" r: IIfC. 1.l T'•TCOMMO\OOIIO 1 Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P. O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 8FT PANEL REINFORCING GIVEN: b = 12.000 in d = 1.375 in fc = 5,000 psi fy = 60,000 psi AS = 0.058 in' 81 = 0.85 0 Flexure = 0.90 0 Shear = 0.75 DESIGN: 6C) CO-z P( actual) — d = 0.0035 0 V _ 0 2 J- bd ' = 1750.09 lb ES= 0.85Ec d Af cb _Ec= 0.0484 As. fr 0. 002 <ES < 0.005 = INTERPOLATE Es: 50.002=>0=0.65 Es>_ 0.005 => 0 = 0.90 200 Pmm = = 0.0033 fy m= fy = 14.12 0. 854 IZ„ = Pfy 1— 2 Pm = 205.68 psi OM„ = OR,,bd 2 = 350 ft-lb 40V, _ 0v, = 1,750 lb Reference: ACI 318-02 Date: 4/19/2005 nxift w'so i• 7LONMOIOOIii'ncrete Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 3521588-0122 8FT PANEL END RESTRAINT SHEAR CHECK GIVEN: b = 96.000 in d = 1.375 in fc = 5,000 psi fy = 60,000 psi 0.400 in 10, = 0.85 0 Flexure = 0.90 0 Shear = 0.75 c•.'zp DESIGN: AS = 0.0030 0 V , = 0 2 f bd ' = 14000.71 lb bd ES=O. Ec d'Af'cb — EC= 0. As,fr 0.002 <ES < 0. 05 = INTERPOLA ES<-0.002 0 0.65 ES>-0.005 O=0. 0 j., ='gam = 0.0033 Al fy . = 14.12 0.85f, R„ = pf 1— 2 pm)=177. OM„ = ,OR„ bd z = 2,422 psi 4 Tom„ 4 Y = 14,001 lb Reference: ACI 318-02 monAT IMI v E { J: RHCA;T TEQ,MNOLOO/ES _' • Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 o2 a eel-0%_5 1 1 i 1 I I I T lJ_C I v 1 i I I I I i I iI11 ice. i.. --•. i _ i... 4.. I i I 1 f: I I 1 imp Q IM A '° - • IDA Wmrtl- - W r. - wabAsi aG"NOLoa1as ' • Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 3 QP.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 Wind Speed mph) M (lb-ft) Yb (in) g (in"4) Fr (psi) Bottom Fiber Stress (psi) Status Deflection (in) 2ft Panel 110.00 1114 3.5 680 530 69 Uncracked 0.028 120.00 1325 3.5 680 530 82 Uncracked 0.033 130.00 1555 3.5 680 530 96 Uncracked 0.039 140.00 1804 3.5 680 530 ill Uncracked 0.045 146.00 1962 3.5 680 530 121 Uncracked 0.049 Eft Panel 110.00 3341 2.75 306 530 360 Uncracked 0.184 120.00 3976 2.75 306 530 429 Uncracked 0.219 130.00 4666 2.75 306 530 503 Uncracked 0.257 140.00 5412 2.75 306 530 584 Cracked Use Effective Moment of Inertia 146.00 5886 2.75 306 530 635 Cracked Use Effective Moment of Inertia 8ft Panel 110.00 4455 2.75 347 530 424 Uncracked 0.216 120.00 5301 2.75 347 530 504 Uncracked 0,257 130.00 6222 2.75 347 530 592 Cracked Use Effective Moment of Inertia 140.00 7216 2.75 347 530 686 Cracked Use Effective Moment of Inertia 146.00 7847 2.75 347 530 746 Cracked Use Effective Moment of Inertia f .. ..irheter Walls--- Ri Ai.T TLO'NNOIOAi[. • n e Pre -castcreti v Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 • 3 I 004 l GYM woc- S tr ocr' / _' Y ' i I r1 3'-"-.._ ma's. D_."•.- I 1 I i i 03 Iili G..P __U.ii•x _ 1+1`7Q.r.._40-5 i W-W-2114M- EK iwcoA'ir isowwoaooiss Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 , 3P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 6ft Panel-140mph L = 19.44 ft w = 114.54 pif b = 13.00 in h = 5.50 in d = 4.50 in As = 0.80 in^2 d' = 1.00 in A's = 0.80 inA2 fc = 5000 psi Ma = 62,722 lb -in Ec = 4,030,509 psi Es = 29,000,000 psi n = 7.20 fr = 530.33 psi Ig = 180.24 in^4 Yt = 2.75 in X = 1.51 in Icr = 67.67 in^4 Mcr = 34,758.72 lb -in le = 86.83 in^4 Delta = 1 1.05 1 in 8ft Panel-130mph L = 19.44 ft w = 131.68 pif b = 13.00 in h = 5.50 in d = 4.50 in As = 0.80 inA2 d' = 1.00 in A's = 0.80 in^2 fc = 5000 psi Ma = 72,108 lb -in Ec = 4,030,509 psi Es = 29,000,000 psi n = 7.20 fr = 530.33 psi Ig = 180.24 in^4 Not = 2.75 in X = 1.51 in Icr = 67.67 in^4 Mcr = 34,758.72 lb -in le = 80.28 in^4 Delta = 1.31 in Eft Panel-146mph L = 19.44 ft w = 124.56 plf b = 13.00 in h = 5.50 in d = 4.50 in As = 0.80 inA2 d' = 1.00 in A's = 0.80 in^2 fc = 5000 psi Ma = 68,209 lb -in Ec = 4,030,509 psi Es = 29,000,000 psi n = 7.20 fr = 530.33 psi Ig = 180.24 in^4 Yt = 2.75 in X = 1.51 in Icr = 67.67 in^4 Mcr = 34,758.72 lb -in le = 82.57 inA4 Delta = 1 1.20 1 in 8ft Panel-140mph L = 19.44 ft w = 152.72 pif b = 13.00 in h = 5.50 in d = 4.50 in As = 0.80 inA2 d' = 1.00 in A's = 0.80 inA2 fc = 5000 psi Ma = 83,629 lb -in Ec = 4,030,509 psi Es = 29,000,000 psi n = 7.20 fr = 530.33 psi Ig = 180.24 in^4 Yt = 2.75 in X = 1.51 in cr = 67.67 in^4 Mcr = 34,758.72 lb -in le = 75.75 in^4 Delta = 1 1.61 in Edge in''Perihieter Walls J; Pre -cast Buffer Walls — a t . i ; saei•T 7.OMMOI.Ot••1 viz 11 Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 35215WO122 0 8ft Panel-146mph L = 19.44 ft w = 166.08 plf b = 13.00 in h = 5.50 in d = 4.50 in As = 0.80 in^2 d' = 1.00 in A's = 0.80 inA2 fc = 5000 psi Ma = 90945 lb -in Ec = 4030509 psi Es = 29000000 psi n = 7.20 fr = 530.33 psi Ig = 180.24 inA4 Yt = 2.75 in X = 1.51 in Icr = 67.67 in^4 Mcr = 34758.72 lb -in le = 73.95 in^4 Delta = 1.79 1 in m in a R LCIiiTiONNOl001i,f _?a Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 3521588-0122 6FT LINE POST DESIGN SUMMARY Reinforcing Wind Speed (mph) 110 120 130 140 146 Rebar (Qty-Size) 4 - #4's 4 - #4's 4 - #4's 4 - #4's 4 - #4's 3.( lvn .. r lt[CAiT T.[ONNOLOO_ti. ;;-^ Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. ? Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 20'-0" f20'-0" 1'-0" 1" f .1 1 V-2" Pei 'eterlWalls---, j ii r • MR '. rR,SCAiT. Ttt1NNOL00/it Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 -F. 3 j j j j ON I +' 4 Ml a-- I F4 i rt.l 1 , U*t•-+7oGT_,LOm ra-j T - i I i vim_ o __ ary I : I 00*1 3;_ Ib I noon *"or E K Eo•s• •ecM«e osias Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 6FT LINE POST DESIGN LOADS Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu(tb) (lb-ft) 110 6,789 120 8,080 130 9,483 140 10,998 146 11,961 Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 2,263 120 2,693 130 3,161 140 3,666 146 3,987 nuIn A 9 w o s+r •sewwo oo si {. Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O: Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 6FT LINE POST REINFORCING DESIGN GIVEN: b = 12.000 in d = 8.500 in fc = 5,000 psi fy = 60,000 psi AS = 0.220 in A = 0.85 0 Flexure = 0.90 0 Shear = 0.75 3 zr DESIGN:'' Ad = 0.0022 0 V , = 0 2 f ' - bd ' L 3 lb r/se Es= 0.85 Ec d ',61f c b _ Ec= 0.0807 9sfr 0.002 <ES < 0.005 = INTERPOLATE eS:50.002=>0=0.65 es2: 0.005 => 0 = 0.90 200 po,n, = = 0.0033 fy m= fy = 14.12 0.85 fC 1 R„ = pfy 1— 2 pm = 127.44 psi OM„ = ,OR„bd 2 = —0,20:F- ft-lb 4Y„=OY,_ 9 lb Reference: ACI 318-02 man WIj. f C', K. wseosi, Ts'ewwo oo c• ` •'' Concrete — Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P. O. Box 1238, San Antonio, Fl- 33576 - Ph: 3521588-0271 Fx: 3521588-0122 6FT LINE POST REINFORCING DESIGN GIVEN: b = 12.000 in d = 8.500 in fc = 5,000 psi fy = 60,000 psi As = 0.400 in2 V r DESIGN: As = 0.0039 Pcaru> = bd Es= 0.85 Ec d 'Af 'c b — Ec= 0.0431 Asfr 0. 002 <ES < 0.005 = INTERPOLA7E ES: 50.002=*¢=0.65 ESz0. 005=>=0.90 200 p. j. = = 0.0033 fy fy = 14.12 m= 0. 85 fc 1 R„ = pfy 1— 2 pm = 228.78 psi qW,, = OR„bd z = 14,876 R-lb 61 = 0.85 Flexure = 0.90 0 Shear = 0.75 0 v c= 0 2 f bd _ 49$-8' 73 lb 94' v e- di vn = Y = 4"+9- lb 144 Reference: ACI 318-02 RMu TEX iat aisv rieNNoloaiss Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 352/588-0122 8FT LINE POST DESIGN SUMMARY Reinforcing Wind Speed (mph) 110 120 130 140 146 Rebar (Qty-Size) 4-#4's 4-#4's 4-#5's 4-#5's 4-#5's I'ThEi Edqe in-- Perimeter' -Wall' AEft 1 i ) ?I " - vll I I ---- Co'ncrete Pre -cast Buffer Wall IR w T Florida Engineering Solutions, Inc.PO Box 1238 Ph: 52/588-0271 Sheet No. - Certificate of Authorization No. 26300 San Antonio, FL 33576 1 Fx: 352/588-0122 1 -?7eF 20'-0" 20'-0" f 11-0. f. 1. t T w m V-2" 6i11. q RA. .3 iwseRsr _iseNNo ooss .... Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 3 . 8FT LINE POST DESIGN LOADS Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-R) 110 12,070 120 14,364 130 16,858 140 19,552 146 21,263 Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 3,018 120 3,591 130 4,215 140 4,888 146 5,316 SEE 6FT POST DESIGN FOR CALCULATIONS lThe r PerimeterWalls Y: L ncrete Pre -cast Buffer WallsNLO •aT TLONNOlO01LF ' Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 - I 0 8FT LINE POST REINFORCING DESIGN GIVEN: b = 12.000 in d = 8.500 in 13, = 0.85 fc = 5,000 psi Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 AS = 0.400 in DESIGN: * 4/ P(actuar> = bd = 0.0039 0 V , = 0 2 f bd ' _ 98W.T3 lb ES= 0.85 EC d 'Afc b _ Ec= 0.0431 Asfy 0.002 <ES < 0.005 = INTERPOLATE ESS0.002=>0=0.65 ES>_ 0.005 => 0 = 0.90 200 pmm = = 0.0033 fy m = fy . = 14.12 0.85 fc R„ = pfy 1— 2 pm = 228.78 psi OM,,= OR„bd2 = 14,876 R-lb I 61Y(t Reference: AC1318-02 r. no-in EKa r :•sRi0Ai7. TiCNN.Oi001ii Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 3521588-0122 3. 1 8FT LINE POST REINFORCING DESIGN GIVEN: b = 12.000 in d = 8.500 in 3, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 0.620 in' DESIGN: 0 AS = 0.0061 0 v , = 0 2 f - bd, ' _ +08 t @.IF lb bd ES=0.85EC d'Afcb _ EC= 0.0267 As.fr 0.002 <Es < 0.005 = INTERPOLATE ES <_ 0.002 => 0 = 0.65 ES>_ 0.005 => 0 = 0.90 200 p,, = = 0.0033 fy m= fy — 14.12 0.85 fc 1 R„ = pfy 1— 2 pm = 349.06 psi OM„ = OR„bd 2 = 22,697 ft-lb a Y„ _ V = 4+9v&W lb 9 vovq Reference: AC1318-02 EK PWGCA*T ;8004NOl000S$ Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 3521588 10FT LINE POST DESIGN SUMMARY Reinforcing Wind Speed (mph) 110 120 130 140 146 Rebar (Qty-Size) 4-#5's 4-#5's 4 - #6's 4-#6's 4-#Ts IT' "Vi A!, I'll') -cast Buffer Walls11lCAiT ,TlCNNO OAIli r, k Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 3, 3 20'-0" 20'-0" 0 0 n 4 0 in r r#c• n. Li 1'-0" 1" f j r N c N V-2" 7 I !The Edge in` Perimeter Walls-- -- F I Concrete Pre -cast Buffer Walls Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 ' P.O. Box 1238, San Antonio, Fl- 33576 - Ph: 3521588-0271 Fx: 352/588-0122 10FT LINE POST DESIGN LOADS Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-ft) 110 18,859 SEE 6FT POST DESIGN 120 22,444 FOR CALCULATIONS 130 26,341 140 30,549 146 33,224 Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 3,772 120 4,489 130 5,268 140 6,110 146 6,645 aid ` i i se s•TiCMMOLO01es: Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 10FT LINE POST REINFORCING DESIGN GIVEN: b = 12.000 in d = 8.500 in fc = 5,000 psi fy = 60,000 psi 0.620 in' 8, = 0.85 Flexure = 0.90 0 Shear = 0.75 3. /-6 DESIGN: 4a = 0.0061 0 V, = 0 2 f bd ' _-I9S4$-73 lb Use JdZ= qof., r- Es= 0.85 EC d'fl'f 'c b - Ec= 0.0267 As.fr 0.002 <ES < 0.005 = INTERPOLATE ES <— 0.002 => 0 = 0.65 ES2: 0.005 => 0 = 0.90 200 Pm;, = = 0.0033 f. Y fy m 0.85f 14.12 1 R„ = pfy 1— 2 PM) m = 349.06 psi OM„ = OR,,bd 2 = 22,697 R-lb 0 v„ = <P Y _ 40,41 9- lb f*qfi!; Reference: ACI 318-02 nun Av The Edq e-in; Perimeter Walls iwseisrsseeNo oo '• Pre -cast Buffer Wails' Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/58"271 Fx: 352/58"122 3.1 10FT LINE POST REINFORCING DESIGN GIVEN: b = 12.000 in d = 8.500 in 3, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 AS = 0.880 zin oO Ce 7/M4 , DESIGN: AS = 0.0086P(,Wrua ) = bd ES= 0.85 EC d'Af'c b _ EC= 0.0179 Asfr 0.002 <ES < 0.005 = INTERPOLA7E ES <— 0.002 => 0 = 0.65 ES2:0.005 => 0 = 0.90 200 0.0033 f. y m = fy — 14.12 0.85 f R. = pfy 1— pm = 486.12 psi OM„ = ,OR„bd 2 = 31,610 ft-lb 0 V , _ 0 2 bd ' _ W&H- M lb yo-elre 4 vn = v, = IA.8}+ lb do V4;, Reference: ACI 318-02 mA nA. IIITEA. ; eoss• ssoMNo on cs, •.e8 i,. Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 3, IOFT LINE POST REINFORCING DESIGN GIVEN: b = 12.000 in d = 8.500 in f31 = 0.85 fc = 5,000 psi Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 1.200 in' DESIGN: ;0!-;r /cEf'w--- AS = 0.0118P(acrua) - bd ES= 0.85 EC d'Af c b - Ec= 0.0124 As.fr 0.002 <ES < 0.005 = INTERPOLA7E ES—< 0.002 =:> = 0.65 ES>-0.005=>0=0.90 200 pmm = = 0.0033 fy m = fy - 14.12 0.85 fc' R„ = pfy 1- 2 pm = 647.26 psi OM„ = OR„bd 2 = 42,088 ft-lb 0 V,= 0 2 f bd a lb p V,T = di V, = 44,4+9- lb 9 C Reference: ACI 318-02 rain : TE iwaeisi raowwecoo as Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 3521588 3 r STACK LINE POST DESIGN SUMMARY 1 Oft Post Reinforcing Wind Speed (mph) 110 120 130 140 146 12ft Post Reinforcing Wind Speed (mph) 110 120 130 140 146 14ft Post Reinforcing Wind Speed (mph) 110 120 130 140 146 16ft Post Reinforcing Wind Speed (mph) 110 120 130 140 146 Reber (Qty--Size) 6 - #4's 6 - #4's 6 - #4's 6 - #4's 6 - #4's Rebar (Qty-Size) 6-#4's 6 - #4's 6-#4's 6 - #5's 6 - #5's Rebar (Qty-Size) 6 - #4's 6-#5's 6-#5's 6-#6's 6-#6's Rebar (Qty-Size) 6 - #5's 6-#5's 6 - #6's 6 - #6's 6 - #Ts v n an n AT- The EdOe-in" Perimeter'"Walls--, CoN crete' Pre -cast Buffer Wall'sn Florida Engineering Solutions, Inc.PO Box 1238 fPh: 352/588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 1 Fx: 352/588-0122 1 3-M 20'-0" 20'-0" 9 D Li I. Z 17 1 V-4" = 1 n a # n JIB: E P. XiOA&i•TGG MNOl06 f CS Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 3 .p2 STACK LINE POST DESIGN LOADS 1 OFT Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-ft) 110 18,859 120 22,444 130 26,341 140 30,549 146 33,224 14FT Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-ft) 110 36,965 120 43,991 130 51,628 140 59,877 146 65,119 1 OFT Post Ultimate Shear - Vu (Ibs) 14FT Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 3,772 110 5,281 120 4,489 120 6,284 130 5,268 130 7,375 140 6,110 140 8,554 146 6,645 146 9,303 12FT Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-ft) 110 27,158 120 32,320 130 37,931 140 43,991 146 47,842 12FT Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 4,526 120 5,387 130 6,322 140 7,332 146 7,974 SEE 6FT POST DESIGN FOR CALCULATIONS 16FT Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-ft) 110 48,280 120 57,458 130 67,433 140 78,206 146 85,053 16FT Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 6,035 120 7,182 130 8,429 140 9,776 146 10,632 MUM A. 1, it lei E Jhe QtOAiTTiCNMOtOOIN y y. "•` i i—concrete Pre -cast Buffer Walls Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/58M271 Fx: 352/588-0122 STACK LINE POST REINFORCING DESIGN GIVEN: b = 14.000 in d = 14.500 in 3, = 0.85 fc = 5,000 psi Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 AS = 0.330 in' DESIGN: * 3 — a'sa — 4s = 0.0016 bd Es= 0.85 Ec Asfy ' c b — EC= 0.1081 s.f 0.002 <ES < 0.005 = INTERPOLA7E ES50.002=>0=0.65 ES> 0.005 =:> 0 = 0.90 200 p.j. = = 0.0033 fy m= fy = 14.12 0.85 fcR„ = pfy 1— 2 pm = 96.42 psi 0 V c= 0 2 f bd I= 21531.40 lb 40Tlz = q5V. = 21,531 lb OM„ = , OR„bd 2 =__21,285-- ft-lb rotr— (, noCer'e •ore Reference: ACI 318-02 n1sm ' - ncrete Pre -cast Buffer Walls; N[CAii7[ONNOl001[i Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 :3, Z ZP.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 STACK LINE POST REINFORCING DESIGN GIVEN: b = 12.500 in d = 14.500 in Q1 = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 0.600 in 4;47 `''` Zau-- DESIGN: AS - 0.0033 Es=0.85Ec d'Aflcb - EC= 0.0516 AsfY 0.002 <es < 0.005 = INTERPOLATE ES_<0.002=>0=0.65 es>_0.005=>0=0.90 200 pmm = = 0.0033 fy m= fy - 14.12 0.85 f 1 R„ = pfy 1- 2 pm = 193.98 psi OM,, = OR„bd2 = 38,235 ft-lb V,= 0 2 f T bd 1= 19224.47 lb 0 Y„ _ 0 v, = 19,224 lb Reference: AC1318-02 numImo , - , -PerimeterI'Tal Is Mtn E . r._ _ Pwiois •EcwwoLoaa• CO, Buffer Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/5WO271 Fx: 3521588-0122 STACK LINE POST REINFORCING DESIGN GIVEN: b = 14.000 in d = 14.500 in /l3, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 AS = 0.930 in' DESIGN: b S = 0.0046 0 V , = 0 2 f bd ' = 21531.40 lb Es= 0.85 Ec d'f3,.f'c b — Ec= ' 0.0364 Asffr 0.002 <ES < 0.005 = INTERPOLATE ES50.002=>0=0.65 ES>_ 0.005 =* 0 = 0.90 200 Pmm = = 0.0033 fy fy . = 14.12m= 0.85 f R„ = pfy 1— 2 pm = 265.99 psi OM„ = OR„bd2 = 58,720 ft-lb OV, = 4Y,, = 21,531 lb Reference: ACI 318-02 n won TEKiRUIRr. arll•OA•T-T•G"of ova 01•F • Pre -cast Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 "[ STACK LINE POST REINFORCING DESIGN GIVEN: b = 14.000 in d = 14.500 in 3, = 0.85 fc = 5,000 psi Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 1.320 it Z DESIGN: 4S = 0.0065P(actual) — bd Es= 0.85 Ec d A f'c b — EC= 0.0248 As.fr 0.002 <ES < 0.005 = INTERPOLATE ES:50.002=>0=0.65 ES>_ 0.005 => 0 = 0.90 200 pmm = = 0.0033 fy m = fy = 14.12 0.85 fc R„ = pfy 1— I pm = 372.24 psi OM„ = OR,,bd 2 = 82,177 R-lb 0 V , = 0 2 f bd ' = 21531.40 lb 4v7z = 0v,, = 21,531 lb Reference: ACI 318-02 The Edge i Pre -cast Buffer Wall' IIIOAiT-.T•OM MOl001•{ Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 352/588-0122 STACK LINE POST REINFORCING DESIGN GIVEN: b = 14.000 in d = 14.500 in 3, = 0.85 fc = 5,000 psi Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 AS = 1.800 in' DESIGN: AS = 0.0089P(ac,,,ar) — bd Es= 0.85 Ec d 'Qi.f 'c b _ Ec= 0.0174 As.fr 0.002 <es < 0.005 = INTERPOLATE es 5 0.002 => = 0.65 es>_0.005=>0=0.90 200 P.i. = = 0.0033 fy m= fy — 14.12 0.85 fc R„ = pfy 1— 1 pm = 498.72 psi2 OM„ = OR„bd z = 110,099 R-lb 0 v , = 0 2 f bd , = 21531.40 lb ' 4 v, = 4Pv,, = 21,531 lb Reference: AC1318-02 gin, RtQAtT TtCNNO 001t• Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588 DECO LINE POST DESIGN SUMMARY 6ft Post Reinforcing Wind Speed (mph) 110 120 130 140 146 8ft Post Reinforcing Wind Speed (mph) 110 120 130 140 146 Rebar (Oty-Size) 4-#5's 4 - #5's 4-#5's 4 - #5's 4 - #5's Rebar (Oty-Size) 4 - #5's 4-#5's 4-#5's 4 - #5's 4 - #5's eterWalls- i'The' Edqe -in POr mnunlfff,tt AM A' WallsConcretePre -cast Buffer Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 1 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 _? - 'p- - 20'-0" 20'-0" CO Li in 1 1# 11-10" If If 1 .1 Divco 51L2 2 4 1 A" 2@-Ow 1 I JAl TE : iw as• •saNwowo as ' - i Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 I I DECO LINE POST DESIGN LOADS 6FT Post Ultimate Moment - Mu (lb-ft) Wince Speed (mph) Mu (lb-ft) 110 6,789 120 8,080 130 9,483 140 10,998 146 11,961 6FT Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 2,263 120 2,693 130 3,161 140 3,666 146 3,987 8FT Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-ft) 110 12,070 120 14,364 130 16,858 140 19,552 146 21,263 8FT Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 3,018 120 3,591 130 4,215 140 4,888 146 5,316 SEE 6FT POST DESIGN FOR CALCULATIONS 3. ATncrete Pre st Buffer Wall11<OAf T TiCMMOt001[f Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, Fl- 33576 - Ph: 35215MO271 Fx: 3521588-0122 •.7 DECO LINE POST REINFORCING DESIGN GIVEN: b = 22.000 in d = 13.000 in 3, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 As = 0.620 in' 7Grr— DESIGN: 4S — 0.0022Pclur — bd ES= 0.85 EC d'A 'c b — Ec= 0.0803 As.fr 0.002 <ES < 0.005 = INTERPOLATE ES5 0.002 => 0 = 0.65 Es>: 0.005 => 0 = 0.90 200 P.i. _ ,. = 0.0033 Y m= fy — 14.12 0.85 f R. = pfy 1— 2 pm = 128.08 psi 0 v c= 0 2 f,' bd 1= 30334.88 lb 4PV, = Ov,, = 30,335 lb OM„ = OR,,bd 2 = 35,715 ft-lb 3 p.O,y`r vci'to•, Reference: ACI 318-02 umn rwae s9 Ilk riawNowe ss ;+, Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 3521588 45 LINE POST DESIGN SUMMARY 6ft Post Reinforcing Wind Speed (mph) 110 120 130 140 146 8ft Post Reinforcing Wind Speed (mph) 110 120 130 140 146 1 Oft Post Reinforcing Wind Speed (mph) 110 120 130 140 146 Rebar (Qty-Size) 6 - #4's 6 - #4's 6 - #4's 6 - #4's 6 - #4's Rebar (Oty-Size) 6 - #4's 6 - #4's 6-#4's 6 - #4's 6 - #4's Rebar (Oty--Size) 6-#4's 6 - #4's 6-#5's 6 - #5's 6 - #5's 3.30 rePR.B.CAi7 TeECNN0 0y016i"' The Edqe-ih Wall Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 2. 3.1 20'-0" f20'-0" 1'-4 6" ° J, SIN rIN 72S° e Q ^e a j O I e 1crh 1'-«" 16 CCO E.K. f A[C,A •: -T iC NNO.i001['i S, • Buffer Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 fi r v l4 1_C.CosCz2%0' Z-4-- r noon " ttiOAiT TiONNOLOOtii Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 3521588-0122 45 LINE POST DESIGN LOADS 8FT Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-R) 110 11,150 120 13,269 130 15,573 140 18,061 146 19,642 8FT Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 2,787 120 3,317 130 3,893 140 4,515 146 4,911 1 OFT Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-R) 110 17,422 120 20,733 130 24,333 140 28,220 146 30,691 1 OFT Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 3,484 120 4,147 130 4,867 140 5,644 146 6,138 513 -S Mon 11 IF A"V T[CNNO}'0619S. ; a - Pre-cast Buffer Walls Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 . P. O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 45 LINE POST REINFORCING DESIGN GIVEN: b = 16.000 in d = 8.000 in 3, = 0.85 fc = 5,000 psi Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 0. 330 in' DESIGN: 4,0e-3 AS 0.0026 bd Es= 0.85 EC As f ' c b — EC= 0.0671 s. fr 0. 002 <ES < 0.005 = INTERPOLATE ES 5 0.002 => 0 = 0.65 ES>_ 0.005 => 0 = 0.90 200 pmm = = 0.0033 fy fy — 14.12 m = 0. 85 fc R„ = pfy 1— 1 2 pm = 151.87 psi 0 V,= 0 2 f c bd '= 13576.45 lb 40Vn = 4v, = 13,576 lb 95M„ = OR„bdZ = 11,664 ft-lb 3 / CJe V raLP.rP.r+O e ''1 Reference: ACI 318-02 R-UTT UK- Concrete. wsaAsr,taeMwo osass r Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 45 LINE POST REINFORCING DESIGN GIVEN: b = 16.000 in d = 8.000 in 3, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 IAS = 0.600 in' I I DESIGN: 'Z 7f& 0,0047P(acl„ar ) = bd I ES= 0.85 Ec d 'j'f 'c b — Ec= 0.0355 As.fr II 0.002 <ES < 0.005 = INTERPOLATE ES<_ 0.002=- ¢ = 0.65 l ES>_ 0,005 => 0 = 0.90 200 0.0033 r m= fy = 14.12 0.85 fc R„ pfy 1— 2 pm = 271.94 psi i OM„ = ¢R„bd 2 = 20,885 ft-lb t 0 V = 0 2 f bd '= 13576.45 lb 4PV, = 4 v,, = 13,576 lb 3.3.-5' Reference: ACI 318-02 mllW.WiAiAT E K: BOA; m a ST TBONN040019' Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 45 LINE POST REINFORCING DESIGN GIVEN: b = 16.000 in d = 8.000 in fc = 5,000 psi fy = 60,000 psi A, = 0.930 in' 18, = 0.85 0 Flexure = 0.90 0 Shear = 0.75 DESIGN: Pcwma= AS = 0.0073 0 V, = 0 2 f-' bd = 13576.45 lb bd Es= 0.85 Ec d'Af'c b — EC= 0.0219 As.fr 0.002 < es < 0.005 = INTERPOLA7E es5 0.002=> 0 = 0.65 es> 0.005 => 0 = 0.90 200 p.i. = = 0.0033 fy m= fy . = 14.12 0.85 fc 1 R„ = pfy 1— 2 pm = 413.58 psi OM„ = OR„bd 2 = 31,763 R-lb 4PV„ = 4PV., = 13,576 lb 3- 3 6 Reference: AC1318-02 1' E. RiO OTTiCNNOlO01ii Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 2 P.O. Box 1238, San Antonio, FL 33576 - Ph: 35215.88-0271 Fx: 3521588-0122 J END LINE POST DESIGN SUMMARY Eft Post Reinforcing Wind Speed (mph) Rebar (Qty-Size) 110 4 - #4's 120 4 - #4's 130 4 - #4's 140 4 - #4's 146 4 - #4's 8ft Post Reinforcing Wind Speed (mph) Rebar (Qty-Size) 110 4-#4's 120 4 - #4's 130 4 - #4's 140 4 - #4's 146 4 - #4's 1 Oft Post Reinforcing Wind Speed (mph) Rebar (Qty-Size) 110 4-#4's 120 4 - #4's 130 4 - #4's 140 4 - #5's 146 4 - #5's t IOwtInAV• Permri 1 RtCst Buffer WallsAiTTtRo!"OLOG199 Y i • ' Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 3.3r 20'-0" 20'-0" 4 0 1'-0" f 1" f o 1'-2" iwoo:s sowno osiss Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, Fl- 33576 - Ph: 352/588-0271 Fx: 3521588-0122 END LINE POST DESIGN LOADS 8FT Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-R) 110 6,035 120 7,182 130 8,429 140 9,776 146 10,632 8FT Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 1,509 120 1,796 130 2,107 140 2,444 146 2,658 1OFT Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-ft) 110 9,430 120 11,222 130 13,170 140 15,275 146 16,612 1 OFT Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 1,886 120 2,244 130 2,634 140 3,055 146 3,322 V. q0 i 1 Sr mm isT Ti'C N MOlO01is. Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 3521588-0122 -50 ell END LINE POST REINFORCING DESIGN GIVEN: b = 12.000 in d = 8.500 in 13, = 0.85 fc = 5,000 psi Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 AS = 0.220 in' gDESIGN: As = 0.0022P(acrud ) - bd ES= 0.85 EC dA f C b _ EC= 0.0807 Asir 0.002 <Es < 0.005 = INTERPOLATE Es 5 0.002 =:> 0 = 0.65 Es>! 0.005 => 0 = 0.90 200 pj, =- 0.0033 fy m= fy . = 14.12 0.85 fc R„ = Pfy 1— 2 Pm = 127.44 psi 0 V,= 0 2 f T bd lb f/se 0,6 4)0,n 9.- C 4P V1z = V = -Uh*1-9 lb T "`l` 4; OM„ = ,OR,, bd z = 8,287 ft-lb sue -Zs r = A-1 ev1-io.•, Reference: ACI 318-02 waet!rr-Tgq;mmiooais' Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 . P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 END LINE POST REINFORCING DESIGN GIVEN: b = 12.000 in d = 8.500 in fc = 5,000 psi fy = 60,000 psi As = 0.400 in 61 = 0.85 Flexure = 0.90 0 Shear = 0.75 DESIGN: bd = 0.0039 0 V _ 0 2 f bd ' _ 44&1- '3'3 lb Es= 0.85 EC d'Af'c b — ec= 0.0431 As.fr 0.002 <es < 0.005 = INTERPOLATE es—< 0.002 =:> 0 = 0.65 es>— 0.005 => 0 = 0.90 200 p,. = = 0.0033 fy m = fy = 14.12 0.85 fC 1 R„ = pfy 1— 2 pm = 228.78 psi OM„ = OR„bd2 = 14,876 ft-lb v, _ v, = .10,8X lb Reference: ACI 318-02 L iThe Edge -in' Perimeter Walls—,9 t 11 (' ; r==Concrete Pre -cast Buffer Walls Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 35215SM271 Fx: 352/588-0122 END LINE POST REINFORCING DESIGN GIVEN: b = 12.000 in d = 8.500 in 13, = 0.85 fc = 5,000 psi Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 AS = 0.620 in2' DESIGN:` 3 U60c/ As — 0.0061 P(aclua) — bd Es= 0.85 Ec As roc b _ EC= 0.0267 Asir 0. 002 <Es < 0.005 = INTERPOLATE Es<_ 0.002=> 0.65 es2: 0.005= =0.90 200 j. = = 0.0033 f ym= fy . = 14.12 0. 85 fc 1 R„ = pfy 1— 2 pm = 349.06 psi OM„ — OR,,bd2 = 22,697 R-lb V c = 0 2 f bd '= +08+0 9"3 lb 9j- vry 4Pv„ = 4 Y,7 = 1A,8}- lb 9 Reference: ACI 318-02 n i wsc s*.TaeKwo os es ;; :: Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 CORNER LINE POST DESIGN SUMMARY 6ft Post Reinforcing Wind Speed (mph) Rebar (Qty-Size) 110 4 - #4's 120 4 - #4's 130 4 - #4's 140 4 - #4's 146 4 - #4's 8ft Post Reinforcing Wind Speed (mph) Rebar (Qty-Size) 110 4 - #4's 120 4 - #4's 130 4 - #4's 140 4 - #4's 146 4 - #4's 10ft Post Reinforcing Wind Speed (mph) Rebar (Qty-Size) 110 4 - #4's 120 4 - #4's 130 4 - #4's 140 4 - #5's 146 4 - #5's 3• 4f4 17ho Edwin' P&kneter WallsEX CO ncrete Pre -cast Buffer Walls 3 Tea Florida Engineering Solutions, Inc. PO Box 1238 —Ph: 352/588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 1 Fx: 352/588-0122 1 20'-0w 20'-0" 9 O Li 21" 1 61- 4 -3-2" 4- 1" V-2' w6o st TsoN»ows si Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 3.40 CORNER LINE POST DESIGN LOADS 8FT Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-R) 110 6,035 120 7,182 130 8,429 140 9,776 146 10,632 8FT Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 1,509 120 1,796 130 2,107 140 2,444 146 2,658 1 OFT Post Ultimate Moment - Mu (lb-ft) Wind Speed (mph) Mu (lb-ft) 110 9,430 120 11,222 130 13,170 140 15,275 146 16,612 1 OFT Post Ultimate Shear - Vu (Ibs) Wind Speed (mph) Vu (Ibs) 110 1,886 120 2,244 130 2,634 140 3,055 146 3,322 SEE END POST DESIGN FOR CALCULATIONS WORST CASE) noon. - • i, - - - - - EK :.. ir ncr_ _ Pre-castBuffer Wallcast srIIIOAiT•rT SCMMOL06 N f Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 A_ P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 352/588-0122 7 CORNER LINE POST REINFORCING DESIGN GIVEN: b = 7.750 in d = 8.500 in 3, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 0.220 in' DESIGN:3 4s bd = 0.0033 ES= 0.85 Ec d'pf'c b _ Ec= 0.0511 ASfY 0.002 <Es < 0.005 = INTERPOLATE Es <_ 0,002 => 0 = 0.65 ES>_ 0.005 => 0 = 0.90 200 0.0033 fr m fy 0.85fC 14.12 R„ = pfy 1— pm = 195.66 psi OM„ = OR„bd 2 = 8,217 ft-lb 0 V , = 0 2 f bd ' = 6987.10 lb 0 v,= = 4P v, = 6,987 lb Reference: ACI 318-02 waa ar Jhe Edge An'Peri -meter i w- ceiiwotooiss. Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 3521588-0271 Fx: 3521588-0122 CORNER LINE POST REINFORCING DESIGN GIVEN: b = 8.500 in d = 8.500 in 13, 0.85 fc = 5,000 psi Flexure 0.90 fy = 60,000 psi 0 Shear 0.75 A5 = 0.400 in' DESIGN: P(.Iud = bd = 0.0055 0 V , = 0 2 f7bd = 7663.27 lb Es= 0.85 EC d''f c b - EC= 0.0296 As fy 0.002 <ES < 0.005 = INTERPOLATE ES<-0.002=>0=0.65 ES> 0.005 => 0 = 0.90 200 P.i. = = 0.0033 fy m= fy . = 14.12 0.85 fC R„ = pfy 1— 2 pm = 319.20 psi OM„ = OR„bd2 = 14,702 ft-lb 4 Y„ = 0 Vc = 7,663 lb Reference: ACI 318-02 E K ncrete Pre-c st Buffer Wallswewst eowwo oa ss '" h 'Edqe-in Perimeter 'Walls 0 Florida Engineering Solutions. Inc. - Certificate of Authorization No. 26300 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 (( CORNER LINE POST REINFORCING DESIGN GIVEN: b = 8.500 in d = 8.500 in 3, = 0.85 fc = 5,000 psi 0 Flexure = 0.90 fy = 60,000 psi 0 Shear = 0.75 As = 0.620 in DESIGN:`' ' ` Pcactucr = AS = 0,0086 0 Y _ 0 2 f bd ' = 7663.27 lb bd ES= 0.85 EC d'Af'c b _ EC= 0.0180 AS./ Y 0.002 <Es < 0.005 = INTERPOLA7E ES:50.002=>0=0.65 es>— 0.005 => = 0.90 200 Pmm = = 0.0033 fy m = fy — 14.12 0.85 fc 1 R„ = Pfy 1— 2 pm = 483.69 psi OM„ = OR,,bd 2 = 22,278 ft-lb 0 v1z = 4 Y,, = 7,663 lb Reference: ACI 318-02 41. TI, K PR[C.AiT`TiCNNALOOtEi p i ffer Wall' Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 352/588-0122 I i r, Ile I C3rprr,..s_ er'/%R _. Or-_ .0 l°+SWOO7less j a. Vol r I i T I I i i pi f 1 i A- 1 I 1 3 I i r aloe si_. — 44 4C: 4 5 T jr r • PbrimeterWallsInEXqein' 0 P116CyA,i7 T,.fiCNNOL001cast Buffer Walls6f Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. Certificate of Authorization No. 26300 San Antonio, FL 33576 Fx: 3521588-0122 • I I. ..'. .... Sic.--- i GC% 5 %t-r" Sf /sue---.. s ' i C•(' e tom__'^_.._. 1 I S(p 6n toe i n Occlae Owl i : i t- nae 1. f fts 1 tJ_1' - ntin Thd t M Pre -cast + VRiCAFST 7iONNOLO0Y68 ;17'`,. ' Buffer Florida Engineering Solutions, Inc. PO Box 1238 Ph: 352/588-0271 Sheet No. 3CertificateofAuthorizationNo. 26300 San Antonio, FL 33576 Fx: 352/588-0122 1 e[.__GtIT_._.... C3. o"i,, 9,r./_y FF 3 i._CvSeec_~_-•__.are f w t i 9.t.__ I I r 3 PJ I sir/ 1 i L rwce si oNwo os es. Drilled Shaft Foundation Wind Loads (P) (lbs) Wind Speed (mph) Wall Hel t 110 120 130 140 146 1 354 421 494 573 623 2 707 842 988 1146 1246 3 1061 1262 1482 1718 1869 4 1414 1683 1976 2291 2492 5 1768 2104 2469 2864 3115 6 2122 2525 2963 3437 3738 7 2475 2946 3457 4010 4361 8 2829 3367 3951 4582 4984 9 3183 3787 4445 5155 5607 10 3536 4208 4939 5728 6229 11 3890 4629 5433 6301 6852 12 4243 5050 5927 6874 7475 13 4597 5471 6421 7446 8098 14 4951 5892 6914 8019 8721 15 5304 6312 7408 8592 9344 16 5658 6733 7902 9165 9967 WWI M 0 I, RIKCAST T9GNi1CL061[9 Florida Engineering Solutions, Inc. - Certificate of Authorization No. 26300 1 P.O. Box 1238, San Antonio, FL 33576 - Ph: 352/588-0271 Fx: 352/588-0122 ' Drilled Shaft Foundation Depth (L) (inches) - Out of Water Table Wind Speed (mph) Wall Height 110 1 120 130 140 1 146 1 16.0 16.0 16.0 16.0 16.0 2 16.0 16.0 16.0 16.0 16.0 3 16.0 16.0 16.0 16.0 16.0 4 16.0 16.0 16.0 16.0 16.0 5 16.0 16.0 16.0 21.6 24.3 6 16.0 16.0 23.4 28.2 30.9 7 16.0 23.4 29.1 33.9 36.3 8 22.2 29.1 34.2 38.4 41.1 9 27.6 33.6 38.4 42.9 45.3 10 31.8 37.5 42.6 46.8 49.5 11 35.7 41.4 46.2 50.7 53.4 12 39.3 44.7 49.8 54.3 57.0 13 42.6 48.0 53.1 57.9 60.6 14 45.6 51.3 56.4 61.2 63.9 15 48.6 54.3 59.4 64.5 67.2 16 51.3 57.0 62.4 67.5 70.5 Drilled Shaft Foundation Depth (inches) 75.0 70.0 65.0 60.0 fs m r 55.0c 146 mph t 50.0 may= 45.0 140 mph 40.0 110 mph 35.0 120 mph 30.0 130 mph 0 25.0 IUL 20.0 15.0 m 10.0 jf 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Wall Height (feet) MICAS TT\ONM0Ol01.• ;:1 , - j j I i '-Concrete Pre -cast Buffer Walls Florida Engineering Solutions, Inc. - certificate of Authorization No. 26300 P. O. Box 1238, San Antonio, FL 33576 - Ph: 352/58"271 Fx: 352/588-0122 Drilled Shaft Foundation Depth (L) (inches) - In Water Table Wind Speed (mph) Wall Height 110 1 120 130 140 1 146 1 18.0 18.0 18.0 18.0 18.0 2 18.0 18.0 18.0 18.0 18.0 3 18.0 18.0 18.0 18.0 18.0 4 18.0 18.0 18.0 18.0 21.3 5 18.0 18.0 20.1 29.4 33.0 6 18.0 21.6 31.5 38.1 41.4 7 19.2 31.8 39.0 45.0 48.3 8 30.0 38.7 45.3 51.3 54.6 9 36.6 44.4 51.0 57.0 60.3 10 42.3 49.8 56.1 62.1 65.4 11 47.4 54.6 61.2 67.2 70.5 12 51.9 59.1 65.7 71.7 75.3 13 56.1 63.3 69.9 76.2 79.8 14 60.0 67.5 74.1 80.7 84.3 15 63.9 71.1 78.3 84.9 88.5 16 67.5 75.0 82.2 88.8 92.7 11 1 1 11 1 1 1 1 1 1 1 1 1 1Bad 11MMMMMM11 1 1 1 1 1 1 1 1mmmmmmmmmmmmmmmm 1 1 iiini iiiYY