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BPP-09-1107Inspection Number: INSP- 118405 Permit Number: BPP -7 -09 -1107 Scheduled Inspection Date: February 03, 2011 Inspector: Rodriguez, Jorge Owner: CABRERA, JORGE Job Address: 9550 N BAYSHORE Drive Miami Shores, FL 33138- Project: <NONE> Contractor: VAN KIRK & SONS INC Building Department Comments February 02, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060143860 Phone: (954)755-4402 NEW SWIMMING POOL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 1 of 23 NEW SWIMMING POOL jj //0 2- ,7 Passe: Inspector Comments i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until } Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 118407 Permit Number: BPP -7 -09 -1107 I Inspection Date: January 25, 2011 Inspector: Bruhn, Norman Owner: CABRERA, JORGE Job Address: 9550 N BAYSHORE Drive Miami Shores, FL 33138- Project: <NONE> Contractor: VAN KIRK & SONS INC Building Department Comments January 25, 2011 For Inspections please call: (305)762 -4949 Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060143860 Phone: (954)755 -4402 Page 1 of 1 "Pei oyt \ °`. 37O 10° (/( -- N% :// U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Rood insurance Program Certifies Name o Jo—ph L. Tito President, Add re P . O . Box !. 3271 CRY Miami Shores Signature FEMA Form 81 -31, Mar 09 ELEVATION CERTIFICATE Important Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION For ansuranatcomparly Uses Polio New dopy NAIC Number A1. Building Owner's Name Jorge & Rnaann Cabrera A2 Street Address (Ming Apt., Un and/or Bldg. Suite, an Bt g. No.) or P.O. Route and Box l� O. 9b0 N. Bayshore Drive State Fla. A3. Prooer� �n (Lm and Block Nuumbers, Tax Per�si Number Desalptorh ems} E. 125Lot 2 Less N. 41.45 E. '�25' Lot & E. 1 25' Lot 4 Less S.38.45' PB10- A4 Use (e9., ,N -Red , d Ames"( Res idential A8. LattudelLongilcoa: N 2 5 51 4 9• Z" Long, W 8 0 ) 1 0' 1 6.3 ' Horizontal Datum: 0 NAD 1927 ID NAD 1983 At Attach at least 2 photo the building if the Cestifkate is being used to obtain flood insurance. AT. Buis Diagram Number A8. For a building with a aswlspece or endosure(s): A9. For a Wilding with an attached gang a) Square footage of crate/apace orendaure(s) N /A sq ft a) Square footage of attached garage 3 2 0 sq ft b) No. of permanent flood openings in the crawlepace or b) No. of permanent flood openings In the garage endosure(s) within 1.0 foot above adjacent grade N A within 1.0 foot above adjacent grade c) Total net area dilood openings In As.b /, sq in c) Tom net area of flood openings in A9.1) NN 1 A sq in d) Engird flood openings? El Yes ei No d) Engineered flood openings? [3 Yes ei 1 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Camnuraly Number Miami Shores 120652 1 82,� n t y N� . Miami -Dade B3. State Fla, 84. Map/Panel Number 1208600306 BS. Suflbc L 138. FIRM Index Date 9-11--200S 07. FIRM Panel Effective/Revised Date 9 -11 -2009 B8. Flood E Zone(s) 89. Base Flood. Elevation(s) (Zone AO, use base Hood depth) 9' & 10' B10. Indicate the source tithe Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile [FIRM Community De tentbned ❑ Other (Describe) B11. Indicate elevation datum used for BFE in item 89: [] NGVD 1929 ❑ NAVD 1988 D Other (Describe) 812. Is the building located In a Coastal Bander Resources System (CBS) area or Otherwise Protected Area (OPA)? 0 Yes E] No Designation Date NONE J CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) • C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construdlon* .r (] Finished Construction •A new Elevation Certificate wE be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE). AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/A0. Complete Items C2.a -h below according to the Ming diagram specfied in ttem A7. Use the same datum as tie BFE NGVD 1929 CornrresiordCommertaDCBN� —62 Vertl� Datum 8.07 the measurement used. a) Top of bottom 1 (Including basement, crewispace, or enclosure floor) f eat meters (Parente Rico only) b) Top of the next higher floor N /____ feet meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/4 LJ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) _5,2.4A feat 0 meters (Puerto Rico only) e) Lowest elevation of madhlnery or equipment servicing the building 9 , 00 PI feet 0 meters (Puerto Rico only) (Describe type of eguipme nt and location in Comments) 5.5 t) Lowest adjacent (finished) grade next to butidi g (LAG) _ few meters (Puerto Rico ally) g) Highest adjacent (finished) grade next to building (HAG) 5 . feet meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including feet meters (Puerto Rico only) structural support SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor; engineer, or architect authorized by law to certify elevation Information. /co/Myth& the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by tine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A proviced by a licensed land surveyor? ®Yes Uli No OMB No. 1680-0008 Expires March 31, 2012 ZIP Colo 33138 License Number Martin PLS# 436A Company Name County — Wide Land Shnrvr� nrs, In So uth Fla. F'1 State 330 8/22 71 Date Teledyne 3 0 5 ) 7 7 2 — 0 7 6 6 See reverse side for continuation. Replaces all previous editions PG 37 For Insurance Company Us PoI Number DtaallamNiND IMPORTANT: M these spaces, copy the corresponding Information from Section A. Building Street Address (including Apt, Unit, Suite, andlor Bldg. No.) or P.O. Route and Box No. 9550 N. Bayshore Drive all Miami Shores State Fla. 33138 Copy both sides of this Elevation Certitkste for ( community offidal, (2) Insurance agent/company, and (3) building owner. Comments C2e air condition on conc. slab Data 8-29-2010 (11 Check here If attachments SECTION E - 8JILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (W BFE) For Zones AO and A (without BFE), complete Items E1-E5. tithe Cetlflc ate is Wended to support a LOMA or LOMR -F request, complete Sections P413, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation inform for the fallowing and check the appropriate boxes to show whether the elevation is above or below the Worst adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom fbor (induce basement, crawopace, or due) le ❑feet ❑meters ,above or ROW, the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is + � ['meters L,Jabove or below the LAG. E2. For Bring Diagrams 8-9 wflh permanent flood openings provldecIA Items 8 a/or 9 (see gages 8.9 of Instructions), the next higher floor (elevation C21) In the diagrams) of the building Is • — L,J feet U meters 1 above or below the HAG. E3. Attached glow (top of stab) is ❑ feet ❑ meters ❑ above or ❑ below the NAG. E4. Top of platform of madhunery and/or equipment servicing the building Is — ❑ feet ❑ metes ❑ above or 0 bed► the HAG. ES. Zone AO only: if no flood depth number Is available, Is the tap of the bottom floor elevated I accordance with the community's floadplal n management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify tills Inform atbn In section G SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- Issued or community-Issued BFE) or Zone AO must sigh here. The statements in Seams A. B, and E are correct to the best of my knowledge. Property Owner's or Owner's Awl 's Name slanafiae Address Signature Comments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplal n management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Chedc the measurement used to Items G8 and G9. 31. ❑ The Infonnaton In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, enghr, or architect who is authorized by law to certify elevation Informat on. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community offidal completed Section E for a building located In Zone A (without a FEMA- Issued or community- Issued BFE) or Zone AO. G3. ❑ The following Information (Items G4 -G9)15 provided for community floodplain management purposes. G4. Permit Number G5. Date Perrrdt Issued I 38. Date Certificate Of Issued G7. This permit has been Issued for. ❑ New Construction 0 Substantial Improvement G8. Elevation of as-buli lowest floor (including basement) of the building 0 feet ❑ meters (PR) Datum 39. BFE or (In Zone AO) depth of flooding at the building sfte ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation 0 feet 0 meters (PR) Datum Local Ohs Name Community Name Signature Comments FEMA Form 81 -31, Mar 09 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) CIty Title Telephone Date State ZIP Code Telephone here If atta ❑ Check here it attadhmentg Replaces all previous editions DATE 3 Jlre 4 -Z3 -0 ta./ Pv. 4o8 , Zoos- / S. 2 3' / 5i./2 loS 40' 4' (0. O.3s � r,tos P. A WW, pine Ft). B U S. • C•7tt • COUNTY -WIDE • LAND .SURVEYORS INC. LAND SURVEYORS • PLANNERS P.O. BOX 82327E BOOTS FLORIDA,.-PL. 33082 -3271 (305) 772 -0788 • CERTIPICATS I HERESY C MIN /NUM TEC MAPPERS IN SECTION 47 sei 34 , N F 9 !0 A 57 c■ LOCATION SKETCH NOT TO SCALE LEGAL DESCRIPTION The East 125 feet of Lot 2 LESS the North 41.45 feet and the East 125 feet of Lot 3 and the East 125 feet of Lot 4 LESS the South 38.45 feet in Block 84 of MIAMI SHORES SECTION NO. 3, according to the plat thereof, as recorded in Plat Book 10 at Page 37 of the Public Records of Miami -Dade County, Florida. SURVEYORS NOTES: 1). Legal description provided by client. 2). Only record plat easements are shown. 3). Right of way information obtained from record plat. 4). In Federal Flood Zones AE Elev. 9' & 10 ", Panel 0093 last revisgd 3 -2 -94. 5). Benchmark used- Dade County Benchmark # B -62. 6). Elevations are referenced to National Geodetic Vertical Datum 1929 Adjustment (NGVD29). fled' $- 21 -2aia Post. BOUNDARY, IMPROVEMENTS & ETLEVATION SURVEY 01168 • NOT VALID UNLESS SEALED WZTN AN EMBOSSES SDaYB1loRS 43A&." IFY THAT THE Mawr' a PRESENTED EERRU CORM= NITR THE ICAL STANDARDS ADOPTED BY THE FLORIDA BOARD OP SORUROR= AND TR* 610.17 -S. FLORIDA *PMIXSTUDXvR CODS. PCRSORANT TO 0 ' , Florida Statutes. JOSEPH L. MARTIN PROFESstoNAL Lou) SURVEYOR * 4368 STATE OF FLORIDA 1 REVISIONS RN. 1 - /0- zap ADD FEWeE )Lrc ADD Nal Cat./S /2 ve70.4 F� nll14. Sv /ve DRAWN BY SCALE hr� / PirP- FP. BATTY Pte Jorge & Rosann Cabrera 9550 N. Bayshore Dr. Miami Shores, FL OATE NINO ME fD' /25' o.1•'cl • PIP FD • p1P • Q ye • C.C, if f BW3 J , ' X 2011 Me SCI BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): (Build Owner's Address ° s `/S hk ti t? i sir_ City M 14011 S 1-i b CC State F.= t_ c Type of Work: Describe)Vork: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ['Addition ❑Alteration ONew LI ( S3 iMC�r�C't� Permit No. Master Permit No. Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) C Phone # Zip - 3 1 Tenant/Lessee Name Phone # Job Address (where the work is being done) q s s A) 6 AY $-H tt r2 C- 'br2 City Miami Shores Village County Miami -Dade Zip - 3 1 3 FOLIO / PARCEL # 1( '- c C:G v i 4 -7:) 6 C Is Building Historically Designated YES NO Contractor's Company Name \4A ; (12A4:- S c r. S Contractor's Address '3 y-(.4 ; i ;: wz k Phone # 6 9 4 9 “(1 c:'L City b e - E I 2 i r E L > & C l-1 State F Zip 33 4 Z Qualifier Name a' F> r f \M A.; 41 0(.1 `T62._ Phone # > (Z State Certificate or Registration No. r� 1 C r" c` Certificate of Competency No. Archittvd'Engineer's Name (if applicable) 4 w t?3,5t - 19- L Phone # ' 5� 6 ( 9 - g31 Value of Work For this Permit $ S , v Square / Linear Footage Of Work: ❑ Repair/Replace ❑ Demolition 73 ik ) 18' N J L O 2 PAW** ****************************Fees******************************************** Submittal Fee $ .' - P ermit Fee $ / 6 1 C 0 .7° CCF $ ' a9. •40 C 19 Notary $ Training/Education Fee $ 9-V) Technology Fee $ Z +2 Scanning $ 1 y. o 0 Radon $ DPBR $ Zoning $ Bond $ 4-1°K9 I Code Enforcement $ Double Fee $ Structural Review. $ 46 4"' -4 ( 0 , aro -0$ / 2.0 . ft Total Fee Now Due JUL 0 2 09 liJi BY: ._---- See Reverse side Roofing Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) i\- Mortgage Lender's Address City State Zip 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 the 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 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspe which occ rs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will of be . grove. y ""` a reinspection fee will be charged. Signature Owner or Agent The foregoing V trument was acknowledged before me this i s' The fore. ing instrument was ackno day of F 3 , 20 0 , by I V t'� C .a ex e ..4 day o 9, by who is personally known to me or who has produced i0 - C who e or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTA UBLIC: NOTARY PUBLIC: Sign: APPLICATION APPROVED BY - 7:19 (Revised 02/08/06) NOTARY PLt$IIC5T11Tf OF FIEF?"" Print: Robert Van Kirk Print Commission #DD845967 Commission # DD4:3 .` $xpaAires: osFEBD. 02, 2013 . My Commission Expires: Expires: JUNE 07, 20, My Commission Expireii k . T�xrt0NEB. GCauNG )1/ 7 /2. 9 fil 9 Sfr Plans Examiner Engineer Zoning Date Attention: Building Official SWIMMING POOL QW IER'S : _: Miami Shores Village Building and. Zoning Department 0 Legal Owner Note: This certification is to be submitted with a swimming Icertify that I am the legal owner of the property described as I'Ij4i; `mcg s .' :c re irf - , located at clESi) •r In accordance with Section 33-12(f), Code of Metropolitan Dade County, i certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final ins ection and use of the pool. 0911 1 permit application in duplicate. U 7 / AL l4 PERMIT # f CONTRACTOR: SUBMITTAL DATE ADDRESS: NAME: RESUBMITAL DATES: PROJECT TYPE: o %80 ZONING STRUC . ; -- r ELECTRICAL PLUMBING MECHANICAL 9-11M Inspection Number: INSP - 118418 Scheduled Inspection Date: December 14, 2010 Inspector: Perez, JanPierre Owner: CABRERA, JORGE Job Address: 9550 N BAYSHORE Drive Miami Shores, FL 33138- Project: <NONE> Contractor: VAN KIRK & SONS INC Building Department Comments December 13, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Phone Number Permit Number: MC -7 -09 -1109 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Pool Heater Parcel Number 1132060143860 Phone: (954)755-4402 POOL HEATER y-zv/r2-vkD Passed ilk Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 2 of 30 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Ti Owner's Address 575 C ity , �Z 1 R . 5 ° t Tenant/Lessee Name E -MAIL: Job Address (where the work i being done) 955 City Miami Shores Village County Miami -Dade Zip / FOLIO / PARCEL# f l TZO 01' ?V 0 Is Building Historically; Desig ated YES NO Contractor's Company Name VA tt) 4_ t a I' alue of Work For this Permit $ Type of Work: ['Addition ❑Alteration / Describe Work: Poo li_ ► F L to L Submittal Fee $ Notary $ Training /Education Fee $ canning $ Bond $ Structural Review. $ Miami Shores Village IT.©TETTipt Building Department M. JUL 0 2 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fn,x: (305) 756.8972 Ieholder) fafyZ-g4 Phone # iStt YSFic Jae TD tZi State mil_ Zip 13 ( 2 ®New /'Ulc Permit Fee $ W -' 0 4( Permit No.' " 1 C ,9 — Vick . Master Permit No. 0 Kr/ Phone # Phone # c7c q L+ 0 a Contractor's Address '3 '4 7, ity EIV r� �T f%1 C C4 �i State PL.- Zip 2 ualifier Name ( ff p / 2 - % f / ) 1 i" g ,) g' Phone # ) r 'mot 9"., 4 j ? tate Certificate or Registration No. Q _; 'r E- MAIL:(: 14() 0 (II' ti 0f\) c • Engineer's Name (if pplicable) A- - J- (it / Phone # Certificate of Competency No. Square / Linear Footage Of Work: 9s. gq--95 I '❑ Repair /Replace ❑ Demolition *** *********** k************************.` ees********** xxx** xxxxxxxxr . * *nti', ** * * * * ** * * * * * **** CCF$ - OR0 CO /CC Technology Fee $ 1 -400 Zoning $ adon $ DPBR ode Enforcement $ Double Fee $ Total Fee Now Due $ 15. - 'O See Reverse side -* 7 1 Bonding Company's Name (if applicable) iJ Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the standards of all laws regulating construction in this jurisdiction. 1 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: 1 certify that all 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not : app (% and a r " nspection fee will be charged. - Signature wner or Agent The foregoing inst ment was acknowledged before me this day of P ii , 20 01, by TV gEE Cr46 fl who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PUBLIGSTATE OF FLORIDA My Commission .` =s: Robert Van Kirk, III y - Commission #DD43$37 � 266 XXX % %XXX % %X�C %XXy Boni ed Thru Atlantic Bonding Go., Inc. APPLICATION APPROVED BY: (Revised•02 /08/06) Ai a tr' Signature y ILt (�'�- g Contrator oing instrument was ackn , by The fore day o who NOT 14' tit to me or who has produced as identification and who did take an oath. UBLIC: Sign: Prin;- �bU My Commission Expires; . .Fro.: , Cop ion #DD845967 X%XX,Y ***.****x %XXXXXB � j ls iP NOTARY e this LIC.STATE OF FLORIDA Plans Examiner Engineer Zoning Inspection Number: INSP - 141967 Scheduled Inspection Date: December 14, 2010 Inspector: Devaney, Michael Owner: CABRERA, JORGE Job Address: 9550 N BAYSHORE Drive Miami Shores, FL 33138- Project: <NONE> Contractor: ROP ENTERPRISES CORP Building Department Comments December 13, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 e i t iowommie Phone Number Permit Number: EL -4 -10 -747 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Pool - Private Parcel Number 1132060143860 Phone: (786)390 -8213 electrical work for the pool Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 3 of 30 BUILDING PERMIT APP4 FBC 2004 Permit Type: Electr Qwl Name (Fee T Owner's Address ® Ad tM ys / f - Cit .t®Ji� syti° 5 4 o 'e State � L Tenant/Lessee Name E -MAIL: Job Address (where the work City Miami Shores E -MAIL: Vattie of or or is Permit $ T Type of Work: ❑Additior Describe Work: e0® * * * * * * * * * * * ** Submittal Fee $ Notary $ Scanning `v W.J Bond $ Structural Review. $ Tra CATION cal is being done) Will Architect/Engineer's Name (if applicable) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ['Alteration yrn County Foo,4 Miami -Dade NO * * * * * * * * * * * * * * * * * * * * * * ** *F * ** Permit Fee $ ..; GPO' ning /Education Fee $ 0 - 0.. adon $ DPBR I$ Permit No. \ 1 0'141 Master Permit No. 8 ,f_ ? - '/0 ? FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name "POP 6 0 ' 76, 74.$ -hon # Contractor's Address 7 p1 s eit-' y$ S7 Phone # Zip S ware near Footage O Work: ®New ❑ Repair /Replace 100MIEWIER APR 3 0 2010 BY: Zip Phone # Cit , f, .a s' • State /- L Zip 3 3 /6 " Qualifier Name 6 4 S /20 �a, 2 Phone # 7 8'G 3Y d ./3 State Certificate or Registratio No. e G /3003 2 2 Certificate of Competency No. S 2 El Demolition CCF$ V Technology•Fee$ 0 Zoning $ CO /CC ode Enforcement $ Double Fee $ Total Fee Now Due $ 504- See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City, State Zi 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 the 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: 1 certify that all 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature g�- Signature' , Owner or Agent The forgoing n ack p. wledged before e t is30 day of''1t'Y 1 1 , 20 who is (Revised 02 /08/06) by erso t I ly k�n to me or who has produced NOT ' Y ' BLIC: Sign: Print: My Commission Expires: ***vex xxx*o:xxxxxx** APPLICATION APPROVED BY: entification and who did take an oath. 'k4x�x b I /� a � % The forego 1l he)", d' ' of •1 C�•t°' 44 • �,��r 1. 1`v 4 6 0, a1-C, Os' NOTARY 1Yee tractor eNt was ackno'wledged before me thise9 L/a. ;20 by ho is personally known to me or who has produced as identificat Sign: Print: My Commission Expires: and who did take an oath. LUIS FERNANDEZ MY • t' , ' ; , y 832441 EXPIRES: November 7, 2012 to*l*le** s iie � s ` . 8oAtri Budget-Notary Services 9: xxxx x xx xx dc xxxxxx w******** a: atxxxxx**** ( 1064§:************* Plans Examiner Engineer Zoning Inspection Number: INSP - 118414 Scheduled Inspection Date: December 15, 2010 Inspector: Hernandez, Rafael Owner: CABRERA, JORGE Job Address: 9550 N BAYSHORE Drive Miami Shores, FL 33138- Project: <NONE> Contractor: VAN KIRK & SONS INC Building Department Comments POOL /SPA PIPING. 17,865 GALLONS HEATER PIPING Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 14, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 1 - 4 CI- Permit Number: PL -7 -09 -1108 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Pool - Private Phone Number Parcel Number 1132060143860 Phone: (954)755 -4402 Page 1 of 16 Miami Shores Village 175 Building Department JUL 0 4 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY:- BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) CPI 6 141E12-1 Phone # Owner's Address ° 'S_� �% \) '} A Y> t•t 01 1) /C_'_ City a4 'l eLv1 1 `� t��G'- : State PLO t' Zip j "> ► 736 Tenant /Lessee Name Phone # E -MAIL: Job Address (where the work is being done) : i 4,1 A '!-i ( (LE b / 7 <!- City Miami Shores Village County Miami -Dade Zip `3 1 33 g FOLIO / PARCEL # 3 j - vC . (..) I (-1- Is Building Historically Designated YES NO t _ Contractor's Company Name f ir\ L # 1 ('- - u,� ", l - < Phone # 4:/ci Contractor's Address r 1 t } `> i-✓ i L, t! -'T City 6Yl :1-i State I'LL- State Certificate or Registration No. c; -i �e E- MAIL: n) \Irk A.i C'-L &.PJ Zip 3 4 Certificate of Competency No. Qualifier Name l lor)(: .' i ( 'I ) -pc Phone # S A,ki+e t Engineer's Name (if applicable) A W 'E - Phone # 6'(S g(4cjS8T3 Value of Work For this Permit $ C, SO . Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration New El Repair/Replace 11] Demolition Describe Work ��" ` �'�t'I ' 1 �, g- ��C"v�h /•' Submittal Fee $ Permit Fee $ /1 I 0 CCF $ - CO /CC Notary $ Training /Education Fee $ Q - g,0 Technology Fee $ 0 Scanning $ 3-W Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 '1 <o . See Reverse side -4 Bonding Company's Name (if applicable) J.!) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) A) j 4 Mortgage Lender's Address City State Zip 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 the 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: 1 certify that all 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspect', wr' h occurs en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n be ap. o ed a reinspection fee will be charged. Signature The foregoing in day of Fe-6 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: sign: Print: My Commission Expires: * * * * * * *Xwwww ** *'tilt * * * * ** APPLICATION APPROVE (Revised 02/08/06) Owner or Agent ument was acknowledged before me this 9S" NOTARY PUBLIC -STATE OF FLORID Robcrt Van , 'rk, II Commission #4 D4383 s: JU : 07, 200 P. i/A0/1A.AAlr A II Signature The foreg , 20 0/ , by TCi G P 4 l eie day o wh Contractor n instrument was ackno , by e or who has produced 'cation and who did take an oath. NOTA UBLIC: Sign: Prin e. ged before me this Patricia L Cobban Comtrussion #D )S45967 My Commission Expires: \,. 1Expires: FEB. 02, 2013 Plans Examiner Engineer Zoning STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Jorge Cabrera PROPERTY ADDRESS: 9550 N Bayshore Dr Miami, FL 33138 LOT: 3 PROPERTY ID #: 11 - 3206 014 - 3860 SYSTEM DESIGN AND SPECIFICATIONS I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: 0 T H E R SPECIFICATIONS BY: Adalberto Miranda APPROVED BY: j DATE ISSUED: 04/1312010 BLOCK: 84 SUBDIVISION: Miami Shores [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. T [ 1,050 ] GALLONS / GPD SeDtic CAPACITY A [ 275 ] GALLONS./ GPD Laundry CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ D [ 500 ] SQUARE FEET Drainfield SYSTEM R [ 150 ] SQUARE FEET Laundry SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ 1 N F LOCATION OF BENCHMARK: CL Bayshore dr., 5.68' NGVD. [ 0.00] INCHES hol4slr Heybeck [ 0.82 ] [ INCHES 1 0.68 ) [ INCHES EXCAVATION REQUIRED: [ 60.00] INCHES The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E- 6.013(3)(f), FAC. 1) Install 1050 gal septic tank equipped with an approved outlet filter device. 2) Install 500 sq. ft. of drainfield in bed configuration. 3) Install 42" of slightly limited soil beneath the bottom of the drainfield and 12" contiguous to the sides of the drainfield. 4) Invert elevation of drainfield to be no less than 5.5' NGVD. 5) Bottom of drainfield elevation to be no less than 5.0' NGVD. 6) Install a 275 gal capacity laundry tank with 125 sq. ft. (Comments Continued on Page 2.) TITLE: Master Septic Tank Contractor TITLE: Engineer Supervisor III DH 4016, 10/97 (Previous Editions May Be Used) I' :1.1 . 4 AP941.533 SE409357 PERMIT #: 13 -SC- 1008348 APPLICATION 0: AP941533 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR800897 [IABOVEt'BELOW]BENCHMARK /REFERENCE POINT [ABOVE4BELOWbBENCHMARK /REFERENCE POINT Dade CHD EXPIRATION DATE: 12/13/2011 Page 1 of 3 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFTY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or nstalled at c -`�,� y r' 4 �' Miami Shores,. Fl., and hereby affirm that one of he following methods will be used to meet the requirements of Chapter 515, Florida Statutes. ;please initial the method(s) to be used) The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; 17 All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - closing, self - latching devices with•release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be considered as committing a misdemean• • the second degree, punishable by fines up to $500 and /or up to 60 days in jail as estab -• C : er 775, F.S. ./ CTOR'S SIGNA & DATE CONTRACTOR'S NAME (PLEASE PRINT) . drAY PUBLIC 0 O RM ;Commission # DD8459 Yt}v Expires: FEE. 02, 2013 BONDVD TI18ATUNSCICBON Dp(GCU,INC. 144, - ,40taTtlia r BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (3051 795 -2204 FAX (3051 756 -8972 �7.d OWNER'S NAME ( PLEASE PRINT) ATURE & DATE. NOT • Y , :.. rt Van Kirk, III Commission #DD438377 Expires: JUNE 07, 2009 Bonded Thru Atlantic Bonding Co., Inc, MODEL S087 COMPLIES WITH UL2017 PATENT NO. 5,473,310 THE SAFE POOL PROVIDES ALARM PROTECTION TO OUTDOOR GATES OR HOME DOORS LEADING TO POTENTIALLY DANGEROUS POOL AND SPAAREAS. THE SAFE POOL FEATURES WEATHER RESISTANT CONSTRUCTION AND MOUNTS DIRECTLY TO EITHER WOOD OR METAL DOORS/WINDOWS /GATES. WHEN CHILDREN OPENS THE PROTECTED DOOR/WINDOW/GATE BY MORE THAN 1 INCH, THE UNIT WILL SOUND ITS BUILT-IN 110 DB HIGH OUTPUT ALARM, NOTIFYING NEARBYADULTS OF THE ATTEMPTED ENTRY. THE BYPASS BUTTON ALLOWS ENTRY OR EXIT FOR ADULTS WITHOUT SOUNDING THE ALARM. ONCE THE DOOR/WINDOW /GATE IS CLOSED, THE UNIT WILL RESET AUTOMATICALLY TO RESUME PROTECTION. Sen ors date topening and mind� the farm with n 3 -7 s ond when the BYPASS button i used 1I Th 0 4575 08701 Use on both indoor or outdoor entry areas FEATURES High output 110 DB Alarm siren * Standard 9 volt battery operation * Includes mounting hardware for both wood or metal doors /gates Weather and water resistant ',construction YPASS button provides convenient a ult pass- through operation E 0 * 3 ar warranty , 51 s COMPLItS WITH uL SCREWS & TtPE LOCATED INSIDE'SENS R HOUSING CAUTION THE SAFE POOL ALARM IS EXTREMELY LOUD. FOR YOUR SAFETY; NEVER PLACE THE UNIT CLOSE TO YOUR EARS. TO TEST THE ALARM, DIRECT THE UNIT AWAY FORM YOU AT ARMS LENGTH AND ACTIVATE. PATENT NO.5,473,310 ALL RIGHTS RESERVED THIS PRODUCT IS PROTECTED UNDER FEDERAL PATENT, TRADEMARK AND COPYRIGHT LAWS AND LAWS PREVENTING UNFAIR COMPETITION. NO DUPLICATION OR SIMULATION OF THIS PRODUCT IS PERMITTED EXCEPT BY WRITTEN AUTHORIZATION OF TECHKO, INC. TECHKO AND THE CONFIGURATION OF THIS PRODUCT ARE TRADEMARKS OF TECHKO INC. COPYRIGHT 1952 TECHKO, INC. ALL RIGHTS RESERVED TECIHKO TECHKO, INC, LAGUNA HILLS,CA 92653 MADE IN CHINA 4 Use on 9 volt battery /not included) The Safe Pool is designed to sound a loud alert when children enter through a Safe Pool protected door /gate. When properly installed, the Safe Pool will allow adults to pass through the protected door /gate and immediately shut off the sounding alarm. When powered, the Safe Pool is always in protected mode. The alarm will activate the instant when the door /gate opens by more than 1 inch (when the magnetic sensors are apart by more than 1 inch). Once the alarm activates, it will sound continuously until the DELAY button is pressed. When passing through the door /gate from the side where the alarm is mounted press the DELAY button then open the door /gate, pass through and close the door /gate within 10 seconds and the alarm will not activate. When passing through the door /gate from the opposite side, open the door ' and quickly press the DELAY button and close the door quickly. The unit will re -arm within 7 -13 seconds. When the alarm volume becomes low, or the unit does not produce normal alarm sound, replace the 9 -volt battery. The Safe Pool's plastic resists ultraviolet rays from direct sunlight exposure. However, slight discoloration over time is normal. WARNING! THE SAFE POOL ALARM IS EXTREMELY LOUD WHEN ACTIVATED. FOR YOUR SAFETY, NEVER PLACE THE UNIT CLOSE TO YOUR EARS. TO TEST THE ALARM, ALWAYS USE EAR PROTECTION AND DIRECT THE UNIT AWAY BEFORE TESTING /ACTIVATING THE ALARM. Important Warranty Information: A dated proof of purchase is required for warranty service Type SM : System is intended to be self- monitored. Customer Service : 1- 949 - 367 -1234 M - F, 9:OOam - 4:OOpm Pacific Standard Time support @techkousa.com www.techkousa.com Mfg. By TE O Techko Inc, 26651 Cabot Rd. Laguna Hills, CA 92653 US PATENT #5,473,310 NOTICE THIS PRODUCT IS PROTECTED UNDER FEDERAL PATENT, TRADEMARK AND COPYRIGHT LAWS AND LAWS PREVENTING UNFAIR COMPETITION. NO DUPLICATION OR SIMULATION OF THIS PRODUCTS IS PERMITTED EXCEPT BY WRITTEN AUTHORIZATION OF TECHKO, INC. TECHKO AND THE CONFIGURATION OF THIS PRODUCT ARE TRADEMARKS OF TECHKO INC. COPYRIGHT 1994 TECHKO INC. ALL RIGHTS RESERVED MADE IN CHINA TEC Safe Pool' Model S087 Area Entry Alarm Congratulations on your purchase of the Techko Safe Pool model S087 safety alarm. The Safe Pool can be used to provide a high volume alarm alert when children have entered a pool or spa area. The S087 can be used outdoors on wood or metal gates, or indoors on doorways leading directly to potentially dangerous areas. * Easy installation for gate or door protection * Water / weather resistant * 9 Volt battery power (not included) * High output 110 dB alarm siren * One button DELAY operation *Alarm siren is VERY loud; NEVER place the unit close to ears Install the unit high enough to be out of reach of children * Keep this manual for future reference The Safe Pool can provide valuable protection when used correctly. However, it cannot guarantee complete protection against accidents or injuries. Therefore, Techko cannot be held responsible for any loss, damage, or injury that may occur. WARNING: Read all installation and operation instructions thoroughly before proceeding with . installation. Before installing the battery, use a rubber band to temporarily secure the two magnetic sensors together with the arrows pointing toward each other to avoid setting off the alarm unintentionally during the installation of the alarm. INSTALLING THE BATTERY: 1. Remove the battery cover of the unit and install a new 9 Volt battery (See Fig. 1) 2. If you are sensitive to loud sound, please wear ear protection against the loud alarm siren before testing the alarm. 3. Once the battery is connected the unit is now ON and Working. To test the alarm siren, make sure you have ear protection before testing. After ear protection is in place, separate the magnetic sensors apart by more than 1 inch. The alarm should sound immediately after the sensors are separated. Press the DELAY button Fig 1 and immediately secure the two magne sensors together again to avoid the alarm sounding off unintentionally. MOUNTING: WARNING: The alarm should be positioned close to the door high enough to be out of the reach of children. As each mounting application varies, Techko suggests testing the unit's installation location and effectiveness before permanently mounting the S087 REMOVING THE SCREWS AND TAPE FROM THE SENSOR HOUSINGS Mounting screws and double -sided tapes are located inside the sensor housing (See Fig. 5). Using a small flat head screwdriver, gently pry open the recessed sensor spacer of the sensor housing up and remove the screws and double -sided tapes. MOUNTING INDOORS USING DOUBLE -SIDED TAPE Make sure that the mounting surfaces for the double -sided tapes are completely clean. Attach the double -sided tapes Fig 2 onto the rear of the unit, and then secure the unit onto the desired mounting surface. MOUNTING INDOORS USING SCREWS Using the provided mounting template printed in this manual, mark the position of the screw holes on the desired mounting surface. Drill the screws onto the mounting surface with approximately 1/.8 inch of thread remaining. Slide the unit over the screws and secure the unit by pushing it downward Fig 3 Fig 4 as shown in Fig. 2. You may need to adjust the screws towards or away from the mounting surface to provide a more secure fit. MOUNTING THE SENSORS INDOORS Make sure that the arrows of each sen'sor are pointed towards each other. Using either the double -sided tape or the screws provided, mount the sensors so that they are less than 1 inch away from each other. Please make sure that the wired portion of the magnetic sensor is mounted on the non - moving portion of the mounting surface and the standalone sensor is mounted on the door /gate (See Fig. 3). MOUNTING OUTDOORS ON WOODEN GATES Using the provided mounting template printed in this manual, mark the position of the screw holes on the desired mounting surface. Drill the screws onto the mounting surface with approximately 1/8 inch of thread remaining. Slide the unit over the screws and secure the unit by pushing it downward as shown in Fig. 2. You may need to adjust the screws towards or away from the mounting surface to provide a more secure fit. MOUNTING OUTDOORS ON METAL GATES Using the provided nylon wire ties, attach the alarm body to the metal gate frame (See Fig. 4). MOUNTING THE SENSORS OUTDOORS (WOODEN OR METAL GATES) Break off the tabs on the side of each sensor (See Fig. 5). Make sure that the arrows of each sensor are pointed in the same direction as the sensor housing before placing the magnetic sensors inside the sensor housing. Snap the sensor spacers (the two cover -like plastic pieces you pried open to get the double -sided tape and the screws) back into the sensor housing this creates weatherproof protection for the magnetic sensors. Secure the sensors using the nylon wire ties onto the gate frame, make sure that the sensors' arrows are pointed towards each other and that the sensors are less than 1 inch apart (See Fig. 4). SENSOR SENSOR HOUSING BREAK OFF TAB Fig 5 SENSOR SPACER Tape & Screws Located Inside Sensor Housing /44045 RI Rome Flyer 10/26/05 3:28 PM Page 1 PREMIER SERIES TURBOFLOW HIGH PERFORMANCE TITANIUM HEAT EXCHANGER 44045 RI Rome Flyer 10/26/05 3028 PM Page 2 The design of the cabinet is as ATTRACTIVE as it is DURABLE. The polymeric structure and stainless steel fasteners will never rust or corrode. A MOLDED FAN VENTURI that begins at the top of the evaporator. This allows maximum air flow over 100% of the coil surface, INCREASING EFFICIENCY even on the coldest of days. HIGH STRENGTH PLASTIC COIL GUARD protects the unit from impact and adds to the appearance of the unit. THE UNIQUE four inch PEDESTAL BASE keeps the evaporator clean and out of harms way. Our TURBOFLOWTITANIUM HEAT EXCHANGER features the latest advancement in heat transfer technology. Its enhanced tubing provides more surface area for a given length of tube and its unique twisted design creates a TURBULENT mixing action that results in very high heat transfer rate giving you maximum performance and efficiency! TURBOFLOW ADVANTAGES • Twisted tube gives 3 to 4 more times the surface area compared to standard round tube heat exchangers which equals more BTU /Hr heat transfer. • Coaxial design allows pool water and refrigerant to flow in opposing directions making it the most efficient titanium heat exchanger available. • Tenacious surface oxide layer makes it impervious to harsh pool chemicals. • Allows 100% water flow through the heat exchanger, no water is bypassed. • Made with 100% commercially pure Titanium. • Backed by a limited Lifetime Warranty. Unmatched performance, Lowest operating costs. The Rome Ti heat pump is built to outperform the competition. Advanced microcomputer technology and exclusive design features result in 25% more performance than other leading heat pumps. Environmentally Friendly The Rome Ti heat pump extracts free heat from the air, a renewable energy source and mechanically upgrades it and transfers it to the pool water. This process is clean and safe for the environment. There are no harmful emissions or dangerous carbon monoxide fumes. A true solar heat pump_...Rome 11. Built better to last longer. Every Rome 11 heat pump must pass strict quality control standards. In fact, Our heaters are engineered to last twice as long as standard fossil fuel heaters. The Rome design is as attractive as it is durable. 1902 South St. Leesburg, FL 34748 Ph: 888314.2571 or 352.314.2971 infociaromeindustriesinc.com www.romeindustriesinc.com QUALITY YOU CAN SEE... Capacity BTU /H Voltage/ PRODUCT SPECIFICATIONS ROME PREMIER SERIES Hz /Ph 230/60/1 A POWERFUL MICRO - COMPUTER CONTROLLER • Push Button Operation • Large LED Display • Dual Pool /Spa Programmable Thermostat • Displays Temperatures in Fahrenheit or Celsius • Automatic Defrost • Built -in Service Analyzers, with 11 Different Codes • Built -in Compressor Anti-Short Cycle Timer • Remote System Compatible The coated ENERGY EFFICIENT EVAPORATOR features internally rifled copper tubing and enhanced aluminum fin design. TRANE CT COMPRESSORS are proven to be RELIABLE AND DURABLE. This compressor gives you the confidence that the compressor in your unit has the most proven track record in the industry. TRANE SET IT AND FORGET IT! The Rome Ti heat pump offers one touch programming and the latest operating features available, including state of the art micro - computer controls. 85,000 105,000 130,000 230/60/1 230/60/1 *Super High Efficiency Heat and Cool models also available. *Rated in accordance with A.9.H.RA.E. Standards 146 -1948 Installation Instruction should be in accordance to with Florida code 301.131 Ground mounted units. SIDE4-BACK 888 -314 -2571 HEAT PUMP POOL HEATER SPECIFICATIONS MODEL 85/105112011251130 HURRICANE TIE DOWN SPECIFICATION SIDE 1 Strap Locations (3) Side 1 and Side 2 SIDE 2 r„as. e.'CeCfC tc rs/J J7.- T TAP UNIT DIMENSIONS LENGTH- 39" WIDTH- 30" HEIGHT- 32" 1. Install Six (6) straps of at least 18 (eighteen) gauge stainless steel with a minimum G-90 hot dip galvanized coating every twelve (12 ") inches on sidel and 2 2. Secure to concrete with two (2) each'/ inch x'A inch Tapcon concrete anchors and gasketed washers. 31808 Executive Blvd. Leesburg, FL 34748 www.tomelndustrlesInc.com 1 i COUNTY WIDE • LAND . SURVEYORS INC. , D SURVEYORS • PLANNaRS P.O. BOX 823271 8001g 710 *IDk,. • PL. 33082 -3271 (303) 772 -0788 LOCATION SKETCH NOT TO SCALE LEGAL DESCRIPTION The East 125 ,feet of . Lot 2 LESS the North 41.45 feet and the East 125 feet of Lot 3 and the East 125 feet of Lot 4 LESS the South 38.45.feet in Block 84 of MIAMI SHORES SECTION NO. 3, according to the plat thereof, as recorded in Plat Book 10 at Page 37 of the Public Records of Miami -Dade County, Florida. SURVEYORS NOTES: 1). Legal description 'provided by client. x Pros 2). Only record plat easements are shown. 3). Right of way information obtained from record plat. 4). In Federal Flood Zones AE Elev.. •9 & 10 ", Panel 0093 last revised 3 -2 -94. 5). Benchmark used - Dade County Benchmark # B -62. 6). Elevations are referenced to National Geodetic Vertical Datum 1929 Adjustment (NGVD29).. ...... .∎AMMO BOUNDARY, IMPROVEMENTS & ELEVATION SURVEY' MANY FORS Jorge " - • Rosann Cabrera 9550 N. Bayshore Dr. Miami Shores, FL Curr,ICAPf NO Et . NOT VALID DwEEss SEALED W2TN AM EMOSSID so*YIYOX$ SsUL.• I AIRIIY CIATI r THAT ?HI suiv$Y AIPRLSANTID REIIOR COKPLIS$ NITIt ?XI ?unwind TICRNT L STANDAID$ ADOPTED IY TO PL0I1D11 IOAID Of 8UIY870U AMU NAPpIAS IN CNA Si . 61D 17 -8, ?Lazo* AD CODI, POISOU1NT !'O: S6CZ'IoN 472.02 P orid& Statutes. ' .•.. JOSEPH L. MARTIN PO'EsssoML LARD SURVEYOR lip 43 "ATE Of FLORIDA 4 e pipe: it /25 0.04v- / 2.5" piPFF . QLC C +C, GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, January 14, 2004 Mr. Jorge Cabrera 9550 North Bayshore Drive Miami Shores, FL Re: Proposed Pool & Patio @ 9550 North Bayshore Drive Miami Shores, FL Dear Mr. Cabrera: Pursuant to your request; DYNATECH ENGINEERING CORP., completed a Subsoil Investigation on January 14, 2004 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed pool and patio. A total of (2) standard penetration boring test was performed according to ASTM -D 1586 down to an average depth of 25' below existing ground surface. The following graph was developed as a general condition for the subject site: (refer to field boring logs for exact locations and soil conditions): From 0'- 0" 0'- 6" 6'- 6" 7'- 6" 10'- 0" 11' -0" 15' -0" Depth To 0'- 6" 6'- 6" 7'- 6" 10'- 0" 11'- 0" 15' -0" 25' -0" TIM WPM= DYNATECH ENGINEERING CORP. Description Topsoil and grass Brown sand with rock fragments Gray sand Gray silt Gray sand with organics Brown peat Tan sandy lime rock TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 5' below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off. 1 750 West 84 Street, Hialeah, FL 33014 -3618 Phone (305) 828 -7499 ° Fax (305) 828 -9598 Alternatives Approximate Size Pile Capacity Pile Capacity Allowable Pile Foundation Pile Depth in Tons in Tons Lateral Compression Tension Capacity in Tons Pin Piles To Refusal 3 Inch 5 Tons 2 Tons 1 Ton Type A of B Helical Piles 20' BLS 3 Inch 10 Tons 2 Tons 1 Ton Auger Cast Piles 20' BLS 12 Inch 25 Tons 7 Tons 2 Tons Auger Cast Piles 20' BLS 14 Inch 35 Tons 10 Tons 4 Tons Precast Concrete Piles 20' BLS 10 "x 10" 17 Tons 5 Tons 1 Tons Precast Concrete Piles 20' BLS 12 "x 12" 25 Tons 7 Tons 2 Tons Precast Concrete Piles 20' BLS 14 "x 14" 35 Tons 10 Tons 4 Tons Page No. 2 9550 North Bayshore Drive, Miami Shores, FL Based on our understanding of the proposed structure and our field boring logs; it is evident that the deep foundation system are needed to support the proposed pool and patio without detrimental settlement to the structure. Deep foundation systems shall consist of one of the following alternatives: BLS: Below Existing Land Surface Estimated Lateral Load for a pile Top Deflection of 'A inch. The proposed pile length is based on the existing ground elevation at the time of drilling. Pile length may vary depending on proposed grade beam elevation and soil profile. In the case of the Pin, Helical, or Precast piles a minimum of 4 piles shall be driven to determine production pile length. All work shall be performed in accordance with the applicable building code. In case of existing structures in the vicinity of the pile driving operation, care shall be taken not to create excessive vibration. Vibration levels shall be monitored to verify compliance with county regulations. Steps must be taken to prevent excessive vibrations. The minimum center to center of piles or adjacent foundations shall be not less than twice the average diameter for round piles or 1 — 3 times the diagonal dimensions of rectangular piles, but in no case less than 30 inches. 2 Page No. 3 9550 North Bayshore Drive, Miami Shores, FL All piles shall be designed by a professional engineer and shall be placed under supervision of our Geotechnical Engineer to verify compliance with our recommendations. Regardless of the thoroughness of a Geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP., does not guarantee any subsoil condition between the bore test holes. In accepting this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Site contractor must familiarize himself with site conditions prior to bidding. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contact us if we may be of further service to you. Sincerely yours, o- Wiss aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WNljg 3 DYNATECH CLIENT PROJECT : ADDRESS : LOCATION : TEST BORING REPORT Jorge Cabrera Proposed Pool & Patio 9550 North Bayshore Drive, Miami Shores, FL See attached plan ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FL 33014 (305) 828 -7499 DATE: 1 -12 -04 HOLE NO.: B -1 DRILLER: AS & LD 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 0'- 0" to 0'- 6" 0'- 6" to 1'- 0" 1' -0 "to 1' -6" 1' -6" to 6' -6" 6' -6" to 7' -6" 7' -6" to 10' -0" 10' -0" to 11' -0" 11' -0" to 15' -0" 15' -0" to 25' -0" TOPSOIL & GRASS DARK GRAY MEDIUM SAND WITH ROOT TRACES BROWN MEDIUM SAND WITH ROCK FRAGMENTS TAN MEDIUM SAND WITH ROCK FRAGMENTS GRAY MEDIUM SAND GRAY SILT GRAY MEDIUM SAND WITH ORGANICS BROWN PEAT TAN SANDY LIME ROCK 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 Hand 13 15 10 8 7 6 8 8 6 4 1 1 2 2 2 2 A A A 22 28 25 27 A A A "N ": H.A. 25 14 5 2 4 A A A 53 A A A Water Level: 5' Below Surface Asa mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. 4 DYNATECH TEST BORING REPORT CLIENT : Jorge Cabrera PROJECT : Proposed Pool & Patio ADDRESS : 9550 North Bayshore Drive, Miami Shores, FL LOCATION : See attached plan ENGINEERING CORP. 750 WEST 8e STREET HIALEAH, FL 33014 (305) 828 -7499 DATE: 1 -12 -04 HOLE NO.: B -2 DRILLER: AS & LD 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 0'- 0" to 0'- 6" 0'- 6" to 1'- 0" 1'- 0" to 6'- 6" 6' -6" to 7' -6" 7' -6" to 10' -0" 10' -0" to 11' -0" 11' -0" to 15' -0" 15' -0" to 25' -0" TOPSOIL & GRASS DARK GRAY FINE SAND TAN MEDIUM SAND WITH ROCK FRAGMENTS GRAY MEDIUM SAND GRAY SILT GRAY MEDIUM SAND WITH ORGANICS BROWN PEAT TAN SANDY LIME ROCK 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 Hand 12 11 10 11 6 7 7 6 4 3 2 1 1 1 2 1 A A A 26 29 27 28 A A H.A. 21 14 5 2 3 A A A 56 A A A Water Level: 5' Below Surface Asa mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. 5 NORTH 4 <) (6 Client: DYNATECH ENGINEERING CORP. JORGE CABRERA Project: 9550 North Bayshore Drive, Miami Shores,FL Scale: N.T.S. Date: Soil borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after building pad(s) are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s) has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted as confidential property of clients, and authorization for publication of statements, conclusions, extracts from or regarding our reports is reserved pending our written approval. Silts & Clay Correlation of Penetration Resistance With Relative Density and Consistency Cone Penetration Tests (Ka /cm) Sands 0 -16 17-40 41 -80 81 -120 Over 120 0 -3 4 -9 10 -17 18 -31 32 -60 Over 60 Soft Medium Moderate Hard Hard Very Hard KEY CLASSIFICATION & SYMBOLS Standard Penetration Blows /ft.Z 0-4 5 -10 11 -20 21 -30 31 -50 0 -2 3-4 5 -8 9 -15 16 -30 31 -50 GENERAL NOTES Relative Density Very Loose Loose Firm Very Firm Dense Very Loose Soft Firm Stiff Very Stiff Hard Boulders Cobble Gravel Sand Silt Clay 5%- 10 % 10% - 30% 30% - 50% 0 % -5% 6 %- 10% 11 % -20% 21 % -35% >35 %And Rock Hardness Description Rock core crumbles when handled Can break with your hands. Thin edges or rock core can be broken with fingers Thin edges or rock core cannot be broken with fingers Rock core rings when struck with hammer (cherts) Particle Size > 12 in. 3 in. to 1 in. 4.76 mm to 3 in. 0.07 mm to 4.67 mm. 0.005 mm. to 0.074 mm < 0.005 mm Modifiers Slightly Silty or Clayey Silty or Clayey Very Silty or Very Clayey Slightly Trace Trace Little Some FL.REG. #22203 AY. HI, P.E. C NSULTIN6 EN IN , ;fi P.O..BOX 220054, HOLLYWOOD, FL 33022 TEL: 954-8494831 FAX 954-920 -1486 SWIMMING POOL CALCULATIONS CABRERA RESIDENCE 9550 N BAYSHORE DRIVE MIAMI SHORES, FL.33138 PERMIT #: r 0 ! / .j;l Miami Shores Village APPROVED BLDG DEPT BY DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • ••• • . • • • .• • • • • •. . • • • • • • • • • •• •.• •• • • • •• • • • • • • • • • • • • • • • • •• • •. • •. • • • • • • • • • • • • • • •• •• .. ... • • • • • . • . . . . . -. • • • • • • • .. ••• .. • • • .. . .. • ... . • • • • • • • . • • • • .. • • • • • . . . . . • • • • • • • ••• .... • • • • ••• • • ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • ... • • • • 4 • ( 0,- 20, • • • • • • • • •• ••• • • • 1 • •• • ••• • •. • • • • • • • • • • •• • • • • • C• • • • • . • • • • • • ; • • • • • • • • • 1 • : • • • • • • ••• • ••• • • • Y ••• • ; • • • • • • • • I • • • • ••• • • • • • • • • • • • N � • • •• •• • t • •• i•• ••• • • • •� • ; • • .. . . • .. ••• • • • • • .. • • • • • • • ••• • • • • • • . • • • • • • • • • ... • • • • ••• • • • • • • • • • ••• • • • • • • • • • .. .. • • • • • • • • • • • • • • .. • • • • • • ••. • N 21 .• ••• • • • • • • • • • •••••• • • ••••••••• • • •• ••• •• • • • •• •. • •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • •• j , • . . • • • • .. • . • • • • • .. • • • • • • • • • • • . . • . • . .. • • • .. • • • • • . • • • . • • • • • • • . • ••• • • • • . • • . • • • . • • . • • • ... • • • • . • . • • • . • • • . . .. • • • .. .. • •• • • • • • • •• •• • .•• •• • ••• • • • • • • ••• •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • /� • •• •• • ••• • • Y 1 • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• ••• •• • • • •• •• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • '`'� • •• •• • • • •• •• 1 ••• • • • ••• • • YKA Consulting Engineers, Inc Current Date: 2/9/2009 1:45 PM Units system: English '`File name: Y: \_YKA- ENGINEERING \RAM \vankirk \cabrera.adv\ Company Address: 6500 W. Rogers Circle Suite 8000, Boca Raton, FL 33487 • ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • ••• • • • • • • • • • •• • Y • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • •• • ••• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • ••• ••• 8 • ••• • • BOUYANCY LOADS j • .• ..... • .. .• • • • • • • • • •• ••• •• • • • •• •• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• �g ••• • • • ••• • • EARTH LOADS _ GLOSSARY Cb22, Cb33 : Moment gradient coefficients Cm22, Cm33 : Coefficients applied to bending term in interaction formula dO : Tapered member section depth at J end of member DJX : Rigid end offset distance measured from J node in axis X DJY : Rigid end offset distance measured from J node in axis Y DJZ : Rigid end offset distance measured from J node in axis Z DKX : Rigid end offset distance measured from K node in axis X DKY : Rigid end offset distance measured from K node in axis Y DKZ : Rigid end offset distance measured from K node in axis Z dL : Tapered member section depth at K end of member Ig factor : Inertia reduction factor (Effective Inertia /Gross Inertia) for reinforced concrete members K22 : Effective length factor about axis 2 K33 : Effective length factor about axis 3 L22 : Member length for calculation of axial capacity L33 : Member length for calculation of axial capacity LB pos : Lateral unbraced length of the compression flange in the positive side of local axis 2 LB neg : Lateral unbraced length of the compression flange in the negative side of local axis 2 RX : Rotation about X RY : Rotation about Y RZ : Rotation about Z TO : 1 = Tension only member 0 = Normal member TX : Translation in X TY : Translation in Y TZ : Translation in Z Nodes Geometry data Node X Y Z Rigid Floor [ft] [ft] [ft] 2 7.00 0.00 0.00 0 3 14.00 0.00 0.00 0 4 21.00 0.00 0.00 0 5 28.00 0.00 0.00 0 6 0.00 0.00 12.00 0 7 7.00 0.00 12.00 0 8 14.00 0.00 12.00 0 9 21.00 0.00 12.00 0 10 28,00 0.00 12.00 0 11 7.00 0.00 7.00 0 12 14.00 0.00 7.00 0 13 21.00 0.00 7.00 0 14 -5.00 0.00 7.00 0 15 32.00 0.00 7.00 0 16 0.00 -20.00 0.00 0 17 7.00 -20.00 0.00 0 18 14.00 -20.00 0.00 0 19 21.00 -20.00 0.00 0 20 28.00 -20.00 0.00 0 2 0.00 -20.00 12.00 0 22 7.00 -20.00 12.00 0 23 14.00 -20.00 12.00 0 Pagel .• •.. • • • • • •• • • • • • • • • • •• • ••. • • • • • • • • • • .• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• .. • • • •. •• •• • • • •.• • • 24 21.00 -20.00 12.00 25 28.00 -20.00 12.00 26 7.00 -20.00 7.00 27 14.00 -20.00 7.00 28 21.00 -20.00 7.00 29 -5.00 -20.00 7.00 30 32.00 -20.00 7.00 31 0.00 0.00 7.00 32 28.00 0.00 7.00 33 0.00 0.00 0.00 46 14.00 0.00 -3.00 47 21.00 0.00 -3.00 48 28.00 0.00 -100 49 7.00 0.00 -3.00 50 0.00 0.00 -3.00 51 7.00 0.00 -TOO 52 0.00 0.00 -7.00 53 28.00 0.00 -7.00 54 21.00 0.00 -7.00 55 31.00 0.00 -3.00 56 31.00 0.00 0.00 57 35.00 0.00 7.00 58 0.00 0.00 15.00 59 7.00 0.00 15.00 60 14.00 0.00 15.00 61 21.00 0.00 15.00 62 28.00 0.00 15.00 63 31.00 0.00 15.00 64 31.00 0.00 12.00 65 -3.00 0.00 15.00. 66 -3.00 0.00 12,00 67 -3.00 0. 00 0.00 68 -3.00 0.00 -3.00 69 -8.00 0.00 7.00 70 0.00 0.00 19.00 71 7.00 0.00 19.00 72 21.00 0.00 19.00 73 28.00 0.00 19. 00 74 14.00 4.00 -3.00 75 21.00 4.00 -3.00 76 28.00 4.00 -3.00 77 7.00 4.00 -3.00 78 0.00 4.00 -3.00 79 7.00 4.00 -7.00 80 0.00 4.00 - 7,00 81 28.00 4.00 -7.00 82 21.00 4.00 -7.00 83 31.00 4.00 -3.00 84 31.00 4.00 0. 00 85 35.00 4 .00 7.00 86 0.00 4.00 15.00 87 7.00 4.00 15.00 88 14.00 4.00 15.00 89 21.00 4.00 15.00 90 28.00 4.00 15.00 91 31.00 4.00 15.00 92 31.00 4.00 12.00 93 -3.00 4.00 15.00 94 -3.00 4.00 12.00 95 -3.00 4.00 0.00 Paget • • • • - • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• •• • ••• • • • • • • • • • • • • • • • • • • • • • - • • • • . • • • • • • • • • • • • • • • • • • • • • • • - •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • (1 96 -3.00 4.00 -3.00 0 97 -8.00 4.00 7.00 0 98 0.00 4.00 19.00 0 99 7.00 4.00 19,00 0 100 21.00 4.00 19.00 0 101 28.00 4.00 19.00 0 Restraints Node Members TX TY TZ RX RY Member NJ NK Description 16 1 1 1 0 0 0 17 1 1 1 0 0 0 18 1 1 1 0 0 0 19 1 1 1 0 0 0 20 1 1 1 0 0 0 21 .1 1 1 0 0 0 22 1 1 1 0 0 0 23 1 1 1 0 0 0 24 1 1 1 0 0 0 25 1 1 1 0 0 0 26 1 1 1 0 0 0 27 1 1 1 0 0 0 28 1 1 1 0 0 0 29 1 1 1 0 0 0 30 1 1 1 0 0 0 51 0 1 1 0 0 0 52 0 1 1 0 0 0 53 0 1 1 0 0 0 54 0 1 1 0 0 0 70 0 1 1 0 0 0 71 0 1 1 0 0 0 72 0 1 1 0 0 0 73 0 1 1 0 0 0 Section 1 14 29 pile RcCol 14x14in 2 6 21 pile RcCol 14x14in 3 7 22 pile RcCo114x14in 4 16 33 pile RcCol 14x14in 5 11 26 pile RcCol 14x14in 6 2 17 pile Rc Col 14x14in 7 8 23 pile RcCol 14x14in 8 12 27 pile RcCol 14x14in 9 3 18 pile RcCol14x14in 10 9 24 pile RcCol 14x14in 11 13 28 pile RcCol 14x14in 12 4 19 pile RcCol 14x14in 13 10 25 pile RcCol 14x14in Page3 Material dO dL Ig factor [in] [in] C 5 -60 0.00 0.00 0.00 C 5-60 0.00 0.00 0.00 C 5 -60 0.00 0.00 0.00 C 5 -60 0.00 0.00 0.00 C 5 -60 0.00 0.00 0.00 C 5 -60 0.00 0.00 0.00 C 5-60 0.00 0.00 0.00 C 5 -60 • • ••• • • 0.00 • 0.00 0.00 • C 5 -60• ▪ • • 0.00 • • •0!00 0.00 • .. . . • • . C 5 -60 • • • � • • � 0.00 • • • •• 0. ®0 0.00 • C 5 -60•• ••• ••0.00 • • 0! 00 0.00 C 5 -60 0.00 0.00 0.00 C 5 -6.0 • • • • 0.00 0.00 • 0.00 • • • • • • • • • • •• • • • • • • • • . . . . . • • • • • • • • • • • • • • • • • • • • • ••. • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • • • ••• • • • • ••• • • 12- 14 20 5 pile RcCol 14x14in C 5 -60 0.00 0.00 0.00 15 15 30 pile RcCol 14x14in C 5-60 0.00 0.00 0.00 Design data Member LBpos LBneg K33 K22 L33 L22 CM33 CM22 Cb33 Cb22 [ft] [ft] [ft] [ft] 1 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 5 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 6 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 7 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 8 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 9 0.00 0.00 3.00 3.00 0,00 0.00 0.00 0.00 0.00 0.00 10 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 11 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 12 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 13 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 14 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0,00 0.00 0.00 15 0.00 0.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 Shells Shell N1 N2 N3 N4 Description Material Thickness [in] 1 7 8 11 12 bott slb C 5 -60 10.00 2 8 9 12 13 bott sib C 5 -60 10.00 3 11 12 2 3 bolt slb C 5 -60 10.00 4 12 13 3 4 bott slb C 5 -60 10.00 5 14 6 33 31 bott slb C 5 -60 10.00 6 6 7 31 11 bott slb C 5 -60 10.00 7 31 11 33 2 C 5 -60 bott slb 10.00 8 9 10 13 32 bott slb C 5-60 10.00 9 13 32 4 5 bott sib C 5 -60 10.00 10 10 15 32 5 bott sib C 5 -60 10.00 23 48 47 5 4 bott slb C 5 -60 10.00 24 47 46 4 3 bott sib C 5 -60 10.00 25 46 49 3 2 bott slb C 5 -60 10.00 26 49 50 2 33 bott sib C 5 -60 10.00 27 51 52 49 50 bott slb C 55:6600 10.00 28 53 54 48 47 bott sib C 10.00 29 55 48 56 5 bott sib C 5 -60 10.00 30 56 5 57 15 bott slb C 5 -60 10.00 31 58 59 6 7 bott slb C 5 -60 10.00 32 59 60 7 8 bott slb • • C • • • 10.Q0 • • • 33 60 61 8 9 bott sib C 510 • • :: ,0. ®0 : • 34 61 62 9 10 bott sib • • • C &- 0 f • 0 .®0 • • 35 62 63 10 64. bott sib • • C•9.e0 • • •10.80 • • • 36 6 66 58 65 bott sib C 5 -60 10.00 37 50 68 33 67 bott sib • • c 5 -60 • • • • 10.00 • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • Page4 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• • • • • ••• • • • • • • •• • '3 38 14 69 6 66 bott slb C 5 -60 10.00 39 33 67 14 69 bott sib C 5 -60 10.00 40 10 64 15 57 bott slb C 5 -60 10.00 41 70 71 58 59 bott slb C 5 -60 10.00 42 72 73 61 62 bott sib C 5 -60 10.00 43 72 73 100 101 wall C 5 -60 8.00 44 73 62 101 90 wall C 5 -60 8.00 45 62 63 90 91 wall C 5 -60 8.00 46 63 64 91 92 wall C 5 -60 8.00 47 64 57 92 85 wall C 5 -60 8.00 48 85 84 57 56 wall -2 C 5-60 8.00 49 56 55 84 83 wall -2 C 5 -60 8.00 50 83 76 55 48 wall -2 C 5 -60 8.00 51 48 53 76 81 wall -2 C 5 -60 8.00 52 81 82 53 54 wall -2 C 5 -60 8.00 53 54 47 82 75 wall -2 C 5 -60 8.00 54 75 74 47 46 wall -2 C 5 -60 8.00 55 74 77 46 49 wall -2 C 5 -60 8.00 56 49 51 77 79 wall -2 C 5 -60 8.00 57 79 80 51 52 wall -2 C 5-60 8.00 58 52 50 80 78 wall -2 C 5 -60 8.00 59 78 96 50 68 wall -2 C 5 -60 8.00 60 68 67 96 95 wall -2 C 5 -60 8.00 61 95 97 67 69 wall -2 C 5 -60 8.00 62 69 66 97 94 wall C 5 -60 8.00 63 66 65 94 93 wall C 5 -60 8.00 64 65 58 93 86 wall C 5 -60 8.00 65 58 70 86 98 wall C 5 -60 8.00 66 70 71 98 99 wall C 5 -60 8.00 67 71 59 99 87 wall C 5 -60 8.00 68 59 60 87 88 wall C 5 -60 8.00 69 60 61 88 89 wall C 5 -60 8.00 70 61 72 89 100 wall C 5 -60 8.00 Page5 •. ... • • • • . .. • • • • • • • • • •• ••• •• • • • •• •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • + • • • • ••• • 000 • • 0 • 000 • • • • • • • • • • • • • ••. • • • • • - • • • • 0 • • • • • • . • • • • • • • • 000 • • • 000 • • C1 GLOSSARY Comt : Indicates if load condition is a load combination Load conditions Load on shells Condition Shell Pressure Temp. [Lb /ft2] (9 w 1 - 330,00 0.00 2 - 330.00 0.00 3 - 330.00 0.00 4 - 330.00 0.00 5 - 330.00 0,00 6 - 330.00 0.00 7 - 330.00 0.00 8 - 330.00 0.00 9 - 330.00 0.00 10 - 330.00 0.00 23 - 330.00 0.00 24 - 330.00 0.00 25 - 330.00 0.00 26 - 330.00 0.00 27 - 330.00 0.00 28 - 330.00 0.00 29 - 330.00 0.00 30 - 330.00 0.00 31 - 330.00 0.00 32 - 330,00 0.00 33 - 330.00 0.00 34 - 330.00 0.00 35 - 330.00 0.00 36 - 330.00 0.00 37 - 330.00 0.00 Load data Condition Description Comb. Category DL Dead Load No DL w water No LL bl1 bouy No LL EA EARTH No EARTH DC1 DL +w +EA Yes DC2 DL +bll +EA Yes DC3 DL +w +EA Yes DC4 DL +w Yes CONC1 1.4DL +1.7w+1.4EA Yes CONC2 1.4DL +1.7b11 +1.7EA Yes CONC3 1.4DL +1.7w Yes Pagel •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 38 - 330.00 0.00 39 - 330.00 0.00 40 - 330.00 0.00 41 - 330.00 0.00 42 - 330.00 0,00 43 210.00 0.00 44 210.00 0.00 45 210.00 0.00 46 210.00 0.00 47 210.00 0.00 48 - 210.00 0.00 49 210.00 0.00 50 - 210.00 0.00 51 210.00 0.00 52 - 210.00 0.00 53 210.00 0.00 54 - 210.00 0.00 55 - 210.00 0.00 56 210.00 0.00 57 - 210.00 0,00 58 210.00 0.00 59 - 210.00 0.00 60 210.00 0.00 61 - 210.00 0.00 62 210.00 0.00 63 210.00 0.00 64 210.00 0.00 65 210.00 0.00 66 210.00 0.00 67 210.00 0.00 68 210.00 0,00 69 210.00 0.00 70 210.00 0.00 1011 1 210.00 0.00 2 210.00 0.00 3 210.00 0.00 4 210.00 0.00 5 210.00 0.00 6 210.00 0.00 7 210.00 0.00 8 210.00 0.00 9 210.00 0.00 10 210.00 0.00 23 210.00 0,00 24 210.00 0.00 25 210.00 0.00 26 210.00 0.00 27 210.00 0.00 28 210.00 0.00 29 210.00 0.00 30 210.00 0.00 31 210.00 0.00 32 210,00 0.00 33 210.00 0.00 34 210.00 0.00 35 210.00 0.00 36 210.00 0.00 37 210.00 0.00 38 210.00 0.00 39 210.00 0.00 Page2 •• ••• • • • • • •• • • • • • • • • • •• ••• 00 • • • •• •• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 •• • • • •• •• 000 • • • 000 • • 40 210.00 0.00 41 210.00 0.00 42 210.00 0.00 EA 43 - 210.00 0.00 44 - 210.00 0.00 45 - 210.00 0.00 46 - 210.00 0.00 47 - 210.00 0.00 48 210,00 0.00 49 - 210,00 0.00 50 210,00 0.00 51 - 210.00 0.00 52 210.00 0.00 53 - 210.00 0.00 54 210.00 0.00 55 210.00 0.00 56 - 210.00 0.00 57 210.00 0.00 58 - 210.00 0.00 59 210.00 0.00 60 - 210.00 0.00 61 210.00 0.00 62 - 210.00 0.00 63 - 210.00 0.00 64 - 210.00 0.00 65 - 210.00 0.00 66 - 210.00 0.00 67 - 210.00 0.00 68 - 210.00 0.00 69 - 210.00 0.00 70 - 210.00 0.00 Self weight multipliers for load conditions Earthquake (Dynamic analysis only) Page3 Self weight multiplier Condition Description Comb. MuItX MultY MultZ DL Dead Load No 0.00 -1.00 0.00 w water No 0.00 0.00 0.00 b11 bouy No 0.00 0.00 0.00 EA EARTH No 0,00 0.00 0.00 DC1 DL +w +EA Yes 0.00 0.00 0.00 DC2 DL +b11 +EA Yes 0.00 0.00 0.00 DC3 DL +w +EA Yes 0.00 0.00 0.00 DC4 DL +w Yes 0.00 0.00 0.00 CONC1 1.4DL+1.7w +1.4EA Yes 0.00 0.00 0.00 CONC2 1.4DL +1.7b11 +1.7EA Yes 0.00 0.00 0.00 CONC3 1.40L +1.7w Yes 0.00 0.00 0.00 •. .•• • • • . • .• • • • • • •• • • • • ••. .• • • • • • •• • ••• • • • • • • •• ••• •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •1 • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • •••••• • ••• • • • ••• • • • • • • •• 1 Condition alg Ang. Damp. [Deg] I %J Dl 0.00 0.00 bil 0.00 EA 0.00 DC1 0.00 DC2 0.00 DC3 0.00 DC4 0.00 CONC1 0.00 CONC2 0.00 CONC3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page4 •. ... • • • • • .. • • • • • • • • •• ••• •• • • • •• •• • ••• • . • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • ••. • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • { Nodal splacements envelope Node 2 Note.- lc is the controlling load condition Nodal displacements envelope for DC1= DL +w +EA DC2= DL +bI1 +EA DC3= DL +w +EA X lc [in] Max 0.000 DC1 0.000 DC2 0.000 DC2 0.00001 Min 0.000 DC2 -0.008 DC1 0.000 DC1 - 0.00004 3 Max 0.000 DC1 -0.001 DC2 Min 0.000 DC2 -0.007 DC1 4 Max 0.000 DC1 Min 0.000 DC2 6 Max Min Max 0.000 DC1 Min 0.000 DC2 8 Max 0.000 DC1 9 Max 0.000 DC1 Min 0.000 DC2 10 Max 0.000 DC1 Min 0.000 DC2 11 Max 0.000 DC1 Min 0.000 DC2 12 Max 0.000 DC1 Min 0.000 DC2 13 Max 0.000 DC1 Min 0.000 DC2 14 Max 0.000 DC2 Min 0.000 DC1 15 Max 0.000 DC1 Min 0.000 DC2 16 Max 0.000 DC1 Min 0.000 DC1 Translation Y lc [in] 0.000 DC2 -0.001 DC2 0.000 DC1 -0.008 DC1 Analysis Results Z lc Rx lc [in] [Rad] 0.000 DC2 - 0.00001 DC1 0.000 DC1 - 0.00003 DC2 0.000 DC2 0.000 DC2 0.00001 DC1 -0.008 DC1 0.000 DC1 - 0.00004 DC2 Rotation Ry lc Rz lc [Rad] [Rad] DC1 0.00000 DC1 0.00002 DC1 DC2 0.00000 DC2 - 0.00001 DC2 0.00000 DC1 0.00000 DC2 0.00000 DC2 0.00000 DC1 0.00000 DC2 0.00000 DC2 0.00000 DC1 - 0.00001 DC1 -0.001 DC2 0.000 DC1 0.00005 DC1 0.00000 DC1 - 0.00001 DC2 -0.008 DC1 0.000 DC2 - 0.00003 DC2 0.00000 DC2 - 0.00003 DC1 7 Max 0.000 DC1 - 0.001 DC2 0.000 DC1 0.00003 DC2 0.00000 Min 0.000 DC2 -0.007 DC1 0.000 DC2 0.00002. DC1 0.00000 -0.001 DC2 -0.007 DC1 0.000 DC1 0.00003 DC2 0.00000 DC1 0.00002 DC2 0.000 DC2 - 0.00007 DC1 0.00000 DC2 0.00001 DC1 0.000 DC1 0.000 DC2 0.00003 DC2 0.00002 DC1 -0.001 DC2 0.000 DC2 0.00003 DC2 -0.007 DC1 0.000 DC1 - 0.00004 DC1 0.001 DC2 0.000 DC2 0.00001 DC2 -0.007 DC1 0.000 DC1 - 0.00003 DC1 0.00000 DC2 0.00000 DC1 0.00000 DC2 0.00000 DC1 DC2 0.00002 DC1 DC1 - 0.00001 DC2 -0.001 DC2 0.000 DC1 0.00003 DC1 0.00000 DC2 0.00000 DC2 Min 0.000 DC2 -0.006 DC1 0.000 DC2 0.00003 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 0.00001 DC2 0.00000 DC2 - 0.00002 DC1 - 0.00001 DC2 - 0.00002 DC1 0.00006 DC1 - 0.00001 DC2 0.000 DC2 0.000 DC1 0.00001 DC2 0.00000 DC1 0.00000 DC2 -0.006 DC1 0.000 DC2 - 0.00003 DC1 0.00000 DC2 0.00000 DC1 0.001 DC2 -0.007 DC1 -0.001 DC2 0.000 DC1 0.00000 DC2 0.00000 -0.009 DC1 0.000 DC2 - 0.00002 DC1 0.00000 0.000 DC2 -0.009 DC1 0.000 DC1 0.000 DC1 0.000 DC1 0.00001 DC2 • 0.0000 QCZ • • 0.0e0t 1 . 5102 0.000 DC2 - 0.00003 DC1 'Q.000Q(: p ; -e.O 0 • DC1 • • _•_• • .. ... .. . . . 4,0 • • • * -_ _ .__ -- + - - -+-- • 0.000 DC1 0.00000 DC2 :' • OPOJOQ JX 2 : 0.00000 • DC3 0.000 DC2 - 0.00002 0C1 • 0.'0000 ¶ a1 • , 0.00093 DC 3 0.000 DC1 DC1 0.00000 • UC1 DC2 0.00000 DC2 0.00001 DC2 0.00000 DC2 - 0.00001 DC2 0.000 DC1 - 0.00003 DC1 ' x.0100 'D(•1 ; K DC 1 • • • • •••• • • • • • • • • • • • • • • • • Pagel • .. .. • . • •• .. ... • • • .•. • • 19 17 Max 0.000 DC1 0.000 DC1 0.000 DC1 0.00002 DC2 0.00000 DC1 0.00000 DC2 Min 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00001 DC1 0.00000 DC2 - 0.00001 DC1 18 Max 0.000 DC1 0.000 DC1 0.000 DC1 0.00002 DC2 0.00000 DC1 0.00000 DC2 Min 0.000 DC1 0.000 DC1 0.000 DC1 0.00000 DC1 0.00000 DC2 0.00000 DC1 19 Max 0.000 DC1 0.000 DC1 0.000 DC1 0.00002 DC2 0.00000 DC2 0.00001 DC1 Min 0.000 DC1 0.000 DC1 0.000 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC2 20 Max 0.000 DC1 0.000 DC1 0.000 DC1 0.00001 DC2 0.00000 DC1 0.00001 DC1 Min 0.000 DC1- 0.000 DC1 0.000 DC1 - 0.00002 DC1 0.00000 _DC2 - 0.00001 DC2 21 Max 0.000 DC1 0.000 DC1 0.000 DC1 0.00003 DC1 0.00000 DC1 - 0.00001 DC1 Min 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00001 DC2 0.00000 DC2 - 0.00001 DC2 22 Max 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00001 DC1 0.00000 DC2 0.00000 DC2 Min 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00002 DC2 0.00000 DC1 - 0.00001 DC1 23 Max 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00001 DC2 0.00000 DC2 0.00000 DC2 Min 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00002 DC1 0.00000 DC1 0.00000 DC1 24 Max 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00001 DC1 0.00000 DC1 0.00001 DC1 Min 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00002 DC2 0.00000 DC2 0.00000 DC2 25 Max 0.000 DC1 0.000 DC1 0.000 DC1 0.00002 DC1 0.00000 DC2 0.00001 DC2 Min 0.000 DC1 0.000 DC1 0.000 DC1 -0.00001 DC2 0.00000 DC1 0.00001 DC1 26 Max 0.000 DC1 0.000 DC1 0.000 DC1 0.00002 DC1 0.00000 DC2 0.00000 DC2 Min 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00001 DC2 0.00000 DC1 - 0.00003 DC1 27 Max 0.000 DC1 0.000 DC1 0.000 DC1 0.00002 DC1 0.00000 DC1 0.00000 DC2 Min 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00001 DC2 0.00000 DC2 0.00000 DC1 28 Max 0.000 DC1 0.000 DC1 0.000 DC1 0.00002 DC1 0.00000 DC1 0.00002 DC1 Min 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00001 DC2 0.00000 DC2 0.00000 DC2 29 Max 0.000 DC1 0.000 DC1 0.000 DC1 0.00001 DC1 0.00000 DC1 0.00000 DC2 Min 0.000 DC1 0.000 DC1 0.000 DC1 0.00000 DC2 0.00000 DC2 0.00000 DC1 30 Max 0.000 DC1 0.000 DC1 0.000 DC1 0.00001 DC1 0.00000 DC2 0.00001 DC1 Min 0.000 DC1 0.000 DC1 0.000 DC1 0.00000 DC2 0,00000 DC1 0.00000 DC2 31 Max 0.000 DC2 0.001 DC2 0.000 DC1 0.00001 DC2 0.00000 DC1 0.00003 DC2 Min 0.000 DC1 -0.015 DC1 0.000 DC2 - 0.00006 DC1 0.00000 DC2 - 0.00006 DC1 32 Max 0.000 DC1 0.001 DC2 0.000 DC1 0.00001 DC2 0,00000 DC2 0.00008 DC1 Min 0.000 DC2 -0.013 DC1 0.000 DC2 - 0.00005 DC1 0.00000 DC1 - 0.00003 DC2 33 Max 0.000 DC2 -0.001 DC2 0.000 DC1 0.00006 DC1 0.00000 DC2 0.00002 DC1 Min 0.000 DC1 -0.008 DC1 0.000 DC2 - 0.00003 DC2 0.00000 DC1 0.00002 DC2 46 Max 0.000 DC1 -0.001 DC2 0,000 DC2 0,00003 DC2 0.00000 DC1 0.00000 DC1 Min 0.000 DC2 -0.009 DC1 0.000 DC1 - 0.00002 DC1 0.00000 DC2 0.00000 DC2 - - - -- - - -- - °- - - -- - -- s i • • • • • • • 47 Max 0.000 DC1 -0.001 DC2 0.000 DC1 0.00008 DC1 ; 0.0000• ©C2 • a .0 a 041 ' DC1 Min 0.000 DC2 -0.008 DC1 0.000 DC2 0.00000 DC2 ' • 0.0000: ICI • tobot, DC2 • • • r_•-- ---•-' -- -- • 48 Max 0.000 DC1 -0.001 DC2 0.000 DC1 0.00009 DC1 0.00000 DC2 0.00002 DC2 Min 0.000 DC2 -0.008 DC1 0.000 DC2 0.00001 DC?, Q.00000 • DC1 • - 0.00004 DC1 • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • Paget • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • •• • • • • • • • • • • • • • •• •• ••• • • i • • ••• • • • ••• •• • • • • • • . • • • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • ••• P • • Eabed • ••• • • • • • • • • • • •'• • • , • • • • •• , • • . • •• • • • ' • • •• • ZOO 50000'0 100 100000 100 £0000'0 100 0000 100 01.0'0 100 000'0 u!1N 1.00 90000'0 Z0a 00000'0 ZOO 400000 ZOO 000'0 Z00 000'0 ZOO 0000 XeW 89 • • • • • A •••-•-- --•-•- -• • • • • • • • • ZOO • boo - 30=1. •o xxo 0 • • ZOO 20000 0 Loa 000 0 100 110 0 100 000'0 u!W 100• 40 40 1 5 '. 2011 ; o op'0 . • LOO 40000'0 ZOO 000'0 ZOO 1.00 ZOO 000'0 xeW L9 Z00 10000 ZOO 00000'0 100 400000 ZOO 000'0 100 010'0 1.00 0000 u!W 100 500000 100 00000'0 ZOO 10000'0- 100 000'0 ZOO 100'0 zoo 000'0 xeW 99 ZOO 50000'0 ZOO 00000'0 ZOO 40000'0 300 000'0 1.00 800'0 100 000'0 u!W 100 40000'0 100 00000'0 1.00 40000'0 1.00 0000 ZOO 000'0 ZOO 0000 xeW 99 1.00 80000'0 100 00000'0 100 £0000'0 ZOO 000'0 1.00 01.0'0- 300 000 "0 URN ZOO Z0000'0 ZOO 00000'0 ZOO 10000 "0 - 100 000'0 300 100'0 LOO 000'0 xeW 49 100 90000'0 100 10000'0 ZOO £0000'0 ZOO 000'0 1.00 6000 ZOO 000'0 u!W 200 50000'0 300 00000'0 100 £0000'0 100 000'0 ZOO 000'0 100 000'0 XeW £9 LOO £0000'0- ZOO 00000'0 L00 80000'0- L00 0000 L00 L00'0 ZOO 000'0 u!W ZOO Z0000'0 1.00 00000'0 200 1.00000 ZOO 000'0 300 300'0 1.00 000'0 xeW Z9 ZOO 00000'0 ZOO 00000'0 1.00 L0000 "0 130 000'0 100 800'0 ZOO 000'0 u!W 1.00 10000'0 100 00000'0 ZOO 00000'0 ZOO 000'0 300 100'0 100 000'0 XeW 1.9 ZOO 00000'0 1.00 00000'0 ZOO E0000'0 ZOO 000'0 100 800'0 ZOO 000'0 u!W 1.00 00000'0 ZOO 00000'0 LOO 400000 100 000'0 ZOO 1.00 0 100 000'0 xeW 09 1.00 10000'0 1.00 00000'0 100 L0000 100 000'0 1.00 800'0 1.00 0000 u!W ZOO 000000 ZOO 00000'0 ZOO 00000'0 ZOO 000'0 ZOO 100'0 ZOO 000'0 XeW 69 ZOO 30000'0- LOO 00000•0 L00 80000'0- ZOO 000'0 LOO L00 "0- LOO 000'0 u!W LOO Z0000'0 200 00000•0 ZOO 1.0000'0- L00 000'0 ZOO 300'0 ZOO 000'0 xeW 100 91-000'0 100 00000'0 100 10000'0 300 000'0 1.00 910'0 ZOO 000'0 11 1114 ZOO 40000'0 ZOO 00000'0 ZOO 00000'0 LOO 000'0 ZOO 000'0 100 000'0 xeW 89 L9 100 80000'0 ZOO 00000'0 ZOO 10000'0 100 000'0 100 L 1.0'0 ZOO 000'0 11 !W ZOO £0000'0 1.00 00000•0 LOO £0000'0 300 000'0 330 1.00'0- 1-00 000'0 XeW 99 1.00 1.0000 "0 300 00000'0 100 30000'0 1.00 000'0 1.00 01.0'0- 200 000'0 u!W 300 90000'0 1.00 10000'0 ZOO 40000'0 ZOO 000'0 200 000'0 LOO 000'0 xeW 49 100 00000'0 100 00000'0 ZOO £0000'0 1.00 000'0 100 000'0 ZOO 000'0 u!1N 200 000000 ZOO 00000'0 100 L1000'0 LOO 000'0 LOO 000'0 100 000'0 xeW 4q 100 00000'0 ZOO 00000'0 ZOO 40000'0 LOO 000'0 LOO 000'0 200 000'0 u!W ZOO 00000'0 LOO 00000-0 LOO 91000'0 1-00 000'0 1.00 000'0 1.00 000'0 xeW £9 1.00 00000'0 LOO 00000'0 ZOO 40000'0 LOO 000'0 LOO 000'0 1.00 000'0 u!W 300 00000'0 200 00000'0 100 91000'0 100 000'0 1.00 000'0 ZOO 000'0 XeW Z5 ZOO 00000'0 600 00000'0 ZOO £0000'0 100 000'0 1.00 000'0 100 000'0 U!W LOO 00000 "0 LOO 00000'0 L00 1.1000'0 L00 000'0 LOO 000'0 ZOO 000'0 XeW L9 ZOO 30000'0 ZOO 00000'0 ZOO 10000'0 ZOO 000'0 100 800'0 1.00 000'0 u!W LOO £0000•0 LOO 00000'0 LOO 60000'0 100 000'0 ZOO 1000 ZOO 000'0 XeW 09 100 1-0000 "0 - ZOO 00000'0 ZOO 00000'0 ZOO 000'0 1-00 800'0 100 000'0 1 -4■ ZOO 00000 "0 100 00000'0 100 80000'0 100 000'0 ZOO 100'0 ZOO 0000 XeW 64 69 Max 0.000 DC2 0.000 DC2 0.000 DC1 0.00000 DC2 0.00000 DC1 0.00013 DC1 Min 0.000 DC1 -0.014 DC1 0.000 DC2 - 0.00001 DC1 0.00000 DC2 - 0.00003 DC2 70 Max 0.000 DC2 0.000 DC1 0.000 DC1 - 0.00004 DC2 0.00000 DC1 0.00000 DC2 Min 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00015 DC1 0.00000 DC2 0.00000 DC1 71 Max 0.000 DC2 0.000 DC1 0.000 DC1 - 0.00003 DC2 Min 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00016 DC1 72 Max 0.000 DC1 0.000 DC1 0.000 DC1 - 0.00003 DC2 Min 0.000 DC2 0.000 DC1 0.000 DC1 - 0.00016 DC1 73 Max 0.000 DC1 0.000 DC1 0,000 DC1 -0.00004 DC2 Min 0.000 DC2 0.000 DC1 0.000 DC1 - 0.00015 DC1 74 Max 0.000 DC1 -0.001 DC2 0.006 DC2 0.00015 DC2 0,00000 DC1 0.00000 DC1 Min 0.000 DC2 -0.009 DC1 0.002 DC1 0.00006 DC1 0.00000 DC2 0.00000 DC2 75 Max 0.000 DC2 -0:002 DC2 0.008 DC1 0.00016 DC1 0.00004 DC2 0.00001 DC1 Min 0.000 DC1 -0.008 DC1 0.002 DC2 0.00003 DC2 - 0.00006 DC1 - 0.00001 DC2 76 Max 0.003 DC1 -0.002 DC2 0,007 DC1 Min -0.003 DC2 -0.008 DC1 0.002 DC2 77 Max 0.001 DC1 -0.002 DC2 0.008 DC1 Min 0.000 DC2 -0.008 DC1 0.002 DC2 78 Max 0.003 DC2 - 0.002 DC2 0.007 DC1� Min -0.002 DC1 -0.008 DC1 0.002 DC2 79 Max 0.000 DC1 0.000 DC2 0.008 DC1 0.00016 DC1 Min 0.000 DC2 0.000 DC1 0.002 DC2 0.00003 DC2 80 Max 0.000 DC2 0.000 DC2 0.007 DC1 0.00015 DC1 Min 0.000 DC1 0.000 DC1 0.002 DC2 0.00003 DC2 81 Max 0.000 DC1 0.000 DC2 0.007 DC1 0.00015 DC1 Min 0.000 DC2 0.000 DC1 0.002 DC2 0.00003 DC2 82 Max 0.000 DC1 0.000 DC2 Min 0.000 DC2 0.000 DC1 83 Max Min 84 Max Min 85 Max Min 86 Max Min 87 Max Min 0.008 DC1 0.00016 DC1 0.00000 DC1 0.00000 0.002 DC2 0.00003 DC2 - 0.00001 DC2 0.00000 0.003 DC1 0.000 DC2 0.002 DC2 0.00003 DC2 0.00009 DC1 0.00005 -0.003 DC2 -0.010 DC1 0.001 DC1 0.00003 DC1 - 0.00003 DC2 - 0.00007 0.003 DC1 -0.001 DC2 0.002 DC2 0.00004 DC2 - 0.00002 DC1 0.00011 -0.005 DC2 -0.011 DC1 0.001 DC1 0.00003 DC1 - 0.00004 DC2 - 0.00005 0.005 DC1 0.000 DC2 0.000 DC2 -0.002 DC2 -0.015 DC1 0.000 DC1 0.003 DC2 -0.002 DC2 -0.002 DC2 -0.001 DC1 -0.007 DC1 -0.007 DC1 0.001 DC1 -0.002 DC2 -0.002 DC2 0.000 DC2 -0.008 DC1 -0.007 DC1 88 Max 0.000 DC1 -0.001 DC2 Min 0.000 DC2 -0.008 DC1 -0.001 DC1 -0.006 DC2 Page4 0.00015 DC1 0.00003 DC2 0.00016 DC1 0.00003 DC2 0.00015 DC1 0.00003 DC2 0.00000 DC2 - 0.00001 DC1 - 0.00003 DC2 - 0.00013 DC1 0.00000 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC2 0.00000 DC2 0.00000 DC1 0.00015 DC1 - 0.00002 DC2 0.00006 DC1 - 0.00004 DC2 0.00003 DC2 -0.00014 DC1 0.00001 DC2 0.00000 DC1 0.00002 DC2 - 0.00001 DC1 0.00002 DC1 - 0.00002 DC2 .•• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • 0.00000 DC1 0.00000 DC2 0.00000 DC2 0.00000 DC1 0.00000 DC2 0.00000 DC1 0.00005 DC2 - 0.00006 DC1 0.00001 DC2 - 0.00001 DC1 0.00005 DC1 - 0.00005 DC2 0.00000. DC2 0.00000 DC1 0.00001 DC1 0,00000 DC2 0.00000 DC2 - 0.00001 DC1 DC1 DC2 DC2 DC1 DC2 DC1 0.00001 DC1 0.00004 DC2 0.00000 DC2 - 0.00009 DC1 0.00011 DC1 0.00003 DC1 - 0.00002 DC2 - 0.00004 DC2 - 0.00003 DC2 0`00004 :De : :0.0001: DC2 - 0.00015 DC1 - 0.00006 :DC:1: :0.0001: DC4 - 0.00004 DC1 0.00000 DC2 0.00000 DC1 - 0.00016 DC2 4040000 DG • 0.00000 10 C2• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • •• •• • ••• • • 89 Max 0.000 DC2 Min 0.000 DC1 -0.002 DC2 -0.002 DC2 - 0.00003 DC2 0.00006 DC1 0.00001 DC1 -0.008 DC1 -0.007 DC1 - 0.00015 DC1 - 0.00004 DC2 - 0.00001 DC2 90 Max 0.002 DC1 -0.002 DC2 -0.002 DC2 - 0.00003 DC2 0.00002 DC2 0.00004 DC2 Min -0.003 DC2 -0.007 DC1 -0.007 DC1 - 0.00013 DC1 - 0.00012 DC1 - 0.00004 DC1 91 - Max 0.002 DC1 0.000 DC2 -0.001 DC1 - 0.00003 DC1 0.00002 DC2 0.00005 DC2 Min -0.003 DC2 - 0.009 DC1 - 0.002 DC2 - 0.00003 DC2 - 0.00010 DC1 - 0.00005 DC1 92 Max 0.004 DC1 -0.001 DC2 -0.001 DC1 - 0.00003 DC1 0.00003 DC2 0.00009 DC2 Min -0.004 DC2 -0.010 DC1 -0.002 DC2 - 0.00004 DC2 - 0.00002 DC1 - 0.00007 DC1 93 Max 0.003 DC2 0.000 DC2 -0.002 DC1 - 0.00004 DC1 0.00008 DC1 0.00003 DC1 Min -0.001 DC1 -0.008 DC1 -0.002 DC2 - 0.00004 DC2 - 0.00002 DC2 - 0.00005 DC2 94 Max 0.004 DC2 -0.002 DC2 -0.002 DC1 - 0.00004 DC1 0.00000 DC1 0.00003 DC1 Min -0.002 DC1 -0.010 DC1 -0.002 DC2 - 0.00005 DC2 - 0.00002 DC2 - 0.00008 DC2 95 Max 0.005 DC2 -0.001 DC2 0.002 DC2 0.00005 DC2 0.00004 DC1 0.00002 DC1 Min -0.001 DC1 -0.011 DC1 0.001 DC1 0.00004 DC1 0.00004 DC2 - 0.00010 DC2 96 Max 0.003 DC2 0.000 DC2 0.002 DC2 0.00004 DC2 0.00003 DC2 0.00005 DC1 Min -0.002 DC1 - 0.010 DC1 0.002 DC1 0.00004 DC1 - 0.00007 DC1 - 0.00005 DC2 97 Max 0.002 DC2 0.000 DC2 0.000 DC2 0.00000 DC2 0.00000 DC2 0.00007 DC1 Min -0.003 DC1 -0.014 DC1 0.000 DC1 - 0.00001 DC1 - 0.00001 DC1 - 0.00003 DC2 98 Max 0.000 DC2 0.000 DC2 -0.002 DC2 - 0.00003 DC2 0.00001 DC1 0.00000 DC1 Min 0.000 DC1 0.000 DC1 -0.007 DC1 - 0.00014 DC1 - 0.00002 DC2 0.00000 DC2 99 Max 0.000 DC1 0.000 DC2 -0.002 DC2 -0.00003 DC2 0.00001 DC1 0.00000 DC2 Min 0.000 DC2 0.000 DC1 -0.007 DC1 - 0.00015 DC1 - 0.00001 DC2 0.00000 DC1 100 Max 0.000 DC1 0.000 DC2 -0.002 DC2 - 0.00003 DC2 0.00001 DC2 0.00000 DC1 Min 0.000 DC2 0.000 DC1 -0.007 DC1 - 0.00015 DC1 - 0.00001 DC1 0.00000 DC2 101 Max 0.000 DC1 0.000 DC2 -0.002 DC2 - 0.00003 DC2 0.00002 DC2 0.00000 DC2 Min 0.000 DC2 0.000 DC1 -0.007 DC1 - 0.00014 DC1 - 0.00002 DC1 - 0.00001 DC1 Envelope for nodal reactions Note.- lc is the controlling load condition My Y c J x FY Mx Fx •---3 I Fz ,.• Direction of positive forces and moments Page5 •• ••• • • • • • •• • • • • • • • •• • •• •• • • • •• •• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 •• • • Envelope of nodal reactions for DC1= DL +w +EA DC2= DL +bI1 +EA DC3= DL +w +EA Forces Moments Node Fx Ic Fy lc Fz Ic Mx Ic My Ic Mz Ic [Kip) [Kip] [Kip] [Kip *ft] [Kip *ft] [Kip"ft] 16 Max -0.012 DC2 29.765 DC1 0.043 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min -0.017 DC1 4.591 DC2 -0.018 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 17 Max 0.003 DC2 27.599 DC1 0.007 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min -0.012 DC1 3.282 DC2 -0.025 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 18 Max 0.000 DC2 25.177 DC1 -0.004 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min 0.000 DC1 3.696 DC2 -0.022 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 19 Max 0.008 DC1 27.341 DC1 0.005 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min -0.003 DC2 3.310 DC2 -0.025 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 20 Max 0.017 DC1 28.632 DC1 0.031 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min 0.010 DC2 4.568 DC2 -0.018 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 21 Max -0.010 DC1 27,332 DC1 0.019 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min -0.012 DC2 4.774 DC2 -0.045 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 22 Max 0.004 DC2 24.099 DC1 0.022 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min -0.017 DC1 3.881 DC2 0.012 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 23 0.000 DC2 21.486 DC1 0.021 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min 0.000 DC1 4.361 DC2 0.019 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 24 Max DC1 23.884 DC1 0.022 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min -0.004 DC2 3.907 DC2 0.013 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 25 Max 0.011 DC1 25.953 DC1 0.019 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min 0.011 DC2 4.771 DC2 -0.029 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 26 Max 0.004 DC2 26.363 DC1 0.007 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min -0.039 DC1 0.089 DC2 -0.023 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 -- -- - - -- -- ---------------------------------- 27 Max 0.000 DC1 22.374 DC1 0.007 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min 0.000 DC2 0.639 DC2 -0.021 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 28 Max 0.030 DC1 25.774 DC1 0.007 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min -0.003 DC2 0.141 DC2 -0.022 DC1 0.00000 DC1 0,00000 DC1 0.00000 DC1 --- --------------------- -- -- --------- --- -------- - - - - -- 29 Max -0.001 DC2 30.527 DCI 0.003 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min -0.002 DC1 3.787 DC2 -0.010 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 30 Max 0.018 DC1 30.492 DC1 0.003 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min 0.002 DC2 3.326 DC2 -0.011 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 51 Max 0.000 DC1 5.155 DC1 1.487 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min 0.000 DC1 -0.410 DC2 -2.443 DC2 0.00000 DC1 . 0.00000. D. 1 . 0.00000 DCI • • 52 Max 0.000 DC1 6.019 DC1 2.631 DC1 0.00000 DC1 • 0.00440 . • DC1 : 0:6400b• DC1 Min 0.000 DC1 -0.406 DC2 -1.204 DC2 0.00000 DC1 • • 0.00090OC1 • • 010(Z000. • DC1 53 Max 0.000 DC1 6.158 DC1 2.561 DC1 0.00000 DC1.. x0.00000• DC1. • • 0.0000 • DC1 Min 0.000 DC1 -0.252 DC2 -0.962 DC2 0.00000 DT. . . • 1 • • • • 54 Max 0.000 DC1 5.142 DC1 1.590 DC1 0.00000 DC1 000000 • • • • 0.0 %00 • pC Page6 ..• • • • • • • • • • • • • ••• • • • • • • • •••. • • .•• • • • • ••• • • • • • • • • • • • •• •• 2� Min 0.000 DC1 -0.412 DC2 -2.520 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 --------- - - - - -- 70 Max 0.000 DC1 5.245 DC1 1.190 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min 0.000 DC1 -0.323 DC2 -2.253 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 71 Max 0.000 DC1 5.458 DC1 2.432 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min 0.000 DC1 -0.467 DC2 -1.716 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 72 Max 0.000 DC1 5.439 DC1 2.515 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min 0.000 DC1 -0.466 DC2 -1.819 DC1 0.00000 DC1 0.00000 DC1 0.00000 DC1 73 Max 0.000 DC1 5.414 DC1 0.948 DC2 0.00000 DC1 0.00000 DC1 0.00000 DC1 Min 0.000 DC1 -0.175 DC2 -2.192 DC1 , 0.00000 DC1 0.00000 DC1 0.00000 DC1 Pagel • • • • • • •. •.• •• • • • •. •. • ••• • • • • • • • • • • • • •• • • • • • • • • . . . • • . • • • • • • • • • • • • • • • . • • • • • ••• • •.• • • • • •.. • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • •• • ••• • • • • ••• • Plate reinforced concrete design in local axes Notes: - Design per ACI 318-99 - Membrane forces are ignored in the design - "Bot" is the bottom edge of the plate ( -t/2) - "Top" is the top edge of the plate ( +t/2) - "ec" is the controlling Toad condition - Face +t/2 is in compression if bending moments are positive - Large rebar areas (in the order of 1 E20) indicate an error in the design due to insufficient thickness of the shell or insufficient strength of the material - Minimun rebar is not calculated (7.12.2.1) Node Vertical Horizontal Load conditions to be included in design : CONC1 =1.4DL +1.7w +1.4EA CO NC2= 1.4DL +1.7b11 +1.7 EA CONC3 =1.4DL +1.7w SHELL '1 Thickness = 0.83[in] Mechanical cover = 0.25[inj Analysis Results As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' [Kip *ft /ft] [in2 /ft] [Kip "ft /ft] [in2/ft] 7 Min. -4.55 CONC1 Top 0.15 -4.22 CONC1 Top 0.14 Max. 0.42 CONC2 . Bot 0.01 0.35 CONC2 Bot 0.01 FEM:10; Min. -0.07 CONC2 Top 0.00 -0.14 CONC2 Top 0.00 Max. 0.93 CONC1 Bot 0.03 3.08 CONC1 Bot 0.10 FEM:10`. Min. -0.71 CONC2 Top 0.02 -2.14 CONC1 Top 0.07 Max. 2.29 CONC1 Bot 0.07 0.27 CONC2 Bot 0.01 FEM:10E Min. -0.87 CONC1 Top 0,03 -0.23 CONC2 Top 0.01 Max. -0,18 CONC2 Bot 0.00 1.16 CONC1 Bot 0.04 11 Min. -4.50 CONC1 Top 0.14 -5.26 CONC1 Top 0.17 Max. 0.77 CONC2 Bot 0.02 1.12 CONC2 Bot 0.04 FEM: 10' Min. -0.35 CONC2 Top 0.01 -0.85 CONC2 Top 0.03 Max. 0.51 CONC3 Bot 0.02 3.16 CONC3 Bot 0.10 8 Min. -4.26 CONC1 Top 0.14 -3.99 CONC1 • .1 • 4.13 , • • • • Max. 0.47 CONC2 Bot 0.01 0.27 CONC2 : Bot : ' • Q.0: • . . FEW 10; Min. -0 :60 CONC2 Top 0.02 -1.18 CONC1 ' • Q.OQ • :•• • ▪ '. Max. 1.89 CONC3 Bot 0.06 0,13 CONC2 " Bat' • • 6.00 • • • • • 12 Min. -3.74 CONC1 Top 0.12 -4.01 CONC1 Top 0.13 Max. 0.60 CONC2 Bot 0.02 0.95 CONC2 • • got • • Q.03 • • • rr- 4 - -- � • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • Pagel ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• • • • • • •• •• ••• • • • • • ••• • • 26 SHELL2 Thickness = 0.83[in] Mechanical cover = 0.25[in] SHELLS Thickness = 0.83[in] Mechanical cover = 0.25[in] Node As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' Node [Kip *ft/ft] [in2 /ft] [Kip *ft/ft] [in2 /ftj 8 Min. -4.26 CONC1 Top 0.14 . .. 7. -3.99 CONC1 Top 0.13 Max. 0.47 CONC2 Bot 0.01 0.26 CONC2 Bot 0.01 FEM: 10i Min. -0.07 CONC2 Top 0.00 -0.14 CONC2 Top 0.00 Max. 0.93 CONC1 Bot 0.03 3.13 CONC1 Bot 0.10 FEM: 10: Min. -0.60 CONC2 Top 0.02 -1.18 CONC1 Top 0.04 Max. 1.89 CONC3 Bot : 0.06 , 0.13 CONC2 Bot 0.00 FEM: 11f Min. -0.84 CONC1 Top 0.03 -0.24 CONC2 Top 0.01 Max. -0.19 CONC2 Bot 0.00 1.23 CONC1 Bot 0.04 12 Min. -3.74 CONC1 Top 0.12 -4.01 CONC1 Top 0.13 Max. 0.60 CONC2 Bot 0.02 0.95 CONC2 Bot 0.03 FEM: 10E Min. -0.35 CONC2 Top 0.01 -0.86 CONC2 Top 0.03 Max. 0.53 CONC3 Bot 0.02 3.23 CONC3 Bot 0.10 9 Min. -4.48 CONC1 Top 0.14 -4.13 CONC1 Top 0.13 Max. 0.40 CONC2 Bot 0.01 0.34 CONC2 Bot 0.01 FEM: 10f Min. -0.71 CONC2 Top 0.02 -1.92 CONC1 Top 0.06 Max. 2.25 CONC1 Bot 0.07 0.23 CONC2 Bot 0.01 13 Min. -4.39 CONC1 Top 0.14 -5.02 CONC1 Top 0.16 Max. 0.75 CONC2 Bot 0.02 1.08 CONC2 Bot 0.03 As parallel to 3' As parallel to 1' Mil' Ic As3' M33' Ic As [Kip *ft/ft] [in2/ft] [Kip *ftlft] [in2 /ft] 11 Min. -4.89 CONC1 Top 0.16 -5.33 CONC1 Top 0.17 Max. 0.90 CONC2 Bot 0.03 1.15 CONC2 Bot 0.04 FEM: 10z Min. -0.41 CONC2 Top 0.01 -0.86 CONC2 Top 0.03 Max. 0.69 CONC3 Bot 0.02 3.19 CONC3 Bot 0.10 FEM: 11: Min. -1.27 CONC2 Top 0.04 -0.43 CONC1 Top 0.01 Max. 4.67 CONC1 Bot 0.15 -0.06 CONC2 Bot 0.00 FEM: 11' Min. -0.61 CONC2 Top 0.02 -0.17 CONC2 Top 0.01 Max. 1.07 CONC3 Bot 0.03 0.51 CONC3 Bot 0.02 2 Min. -5.31 CONC1 Top 0.17 �" -4.79 CONC1 Top 0.15 Max. 0.66 CONC2 Bot 0.02 0.50 CONC2 Bot 0.02 FEM: 11; Min. -0.12 CONC2 Top 0.00 -0.30 CONC2 Top 0.01 Max. 0.86 CONC1 Bot 0.03 3.68 CONC1 Bot 0.12 12 Min. -4.11 CONC1 Top 0.13 -4.09 CONC1 Top 0.13 Max. 0.74 CONC2 Bot 0.02 0.98 CONC2 Bot 0.03 FEM: 111 Min. -1.17 CONC2 Top 0.04 -0.11 CONC2 Top 0.00 Max. 4.10 CONC3 Bot 0.13 0.20 CONC3 Bot 0.01 3 Min. -4.92 CONC1 Top 0.16 -4.73 CONC1 Top 0.15 Max. 0,69 CONC2 Bot 0.02 0.46 CONC2 Bot 0.01 SHELL4 Thickness = 0.83[in] • • ••• • • • • • • • • Mechanical cover = 0.25[in] • • • As parallel to 3' As paralle?tp 1 • _ _ • . • • • M11' Ic As3' M33' Ic • • • •' Ag1' • • • • • Node [Kip *ft /ft] [in2 /ft] [Kip *ft /ft] [in2/ft] 12 Min. -4.11 CONC1 Top 0.13 -4.09 CONC1 :. roc p' Max. 0.74 CONC2 Bot 0.02 0.98 CONC2 ; : Do: • . 0.03• FEM: 10E Mn. i -0.41 CONC2 Top 0.01 -0.87 CONC2 • Thp 1 0.03 • Paget • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• •• Max. 0.70 CONC3 Bot 0.02 3.27 CONC3 Bot 0.10 FEM: 111 Min. -1.17 CONC2 Top 0.04 -0.11 CONC2 Top 0.00 Max. 4.10 CONC3 Bot 0.13 0.19 CONC3 Bot 0.01 FEM: 117 Min. -0.62 CONC2 Top 0.02 -0.18 CONC2 Top 0.01 Max. 1.08 CONC3 Bot 0.03 0.60 CONC3 Bot 0.02 3 Min. -4.92 CONCI Top 0.16 -4.73 CONC1 Top 0.15 Max. 0.69 CONC2 Bot 0.02 0.46 CONC2 Bot 0.01 FEM: 11E Min. -0.12 CONC2 Top 0.00 -0.30 CONC2 Top 0.01 Max. 0.87 CONC1 Bot 0.03 3.71 CONC1 Bot 0.12 13 Min. -4.77 CONC1 Top 0.15 -5.09 CONC1 Top 0.16 Max. 0.88 CONC2 Bot 0.03 1.11 CONC2 Bot 0.04 FEM: 11E. Min. -1.25 CONC2 Top 0.04 -0.25 CONC1 Top 0.01 Max. , 4.57 CONC1 Bot 0.15 -0.08 CONC3 Bot 0.00 4 Min. -5.22 CONC1 Top 0.17 -4.71 CONC1 Top 0.15 Max. 0.64 CONC2 Bot 0.02 0.48 CONC2 Bot 0.02 SHELLS Thickness = 0.83[in] Mechanical cover = 0.25[in) SHELL6 Thickness = 0.83[in] Mechanical cover = 0.251in1 Node As parallel to 3' M11' Ic As3' M33' Ic [Kip *ft /ft] [in2/ft] [Kip *ft/ft] 6 Min. -5.78 CONC1 Top 0.19 -5.62 CONC1 Max. 0.78 CONC2 Bot 0.02 0.48 CONC2 FEM: 12E Min. -0.13 CONC2 Top 0.00 -0.65 CONC2 Max. 0.67 CONC1 Bot 0.02 4.40 CONC1 Page3 As parallel to 1' As parallel to 3' M11' Ic As3' M33' Ic As1' Node [Kip •ft/ft] [in2 /ft] [Kip *ti /ft] [in2/ft] 14 Min. -7.91 CONC3 Top 0.26 -8.68 CONC3 Top 0.28 Max. 0.53 CONC2 Bot 0.02 1.41 CONC2 Bot 0.04 FEM: 121 Min. -0.56 CONC2 Top 0.02 0.00 CONC2 Top 0.00 Max. 0.90 CONC1 Bot 0.03 1.97 CONC1 Bot 0.06 FEM: 121 Min. -0.32 CONC2 Top 0.01 0.22 CONC2 Top 0.00 Max. 3.92 CONC1 Bot 0.13 2.12 CONC1 Bot 0.07 FEM: 12Z Min. -0.34 CONC2 Top 0.01 -0.19 CONC3 Top 0.01 Max. 1.62 CONC1 Bot 0.05 0.49 CONC1 Bot 0.02 FEM: 11£ Min. -0.09 CONC2 Top 0.00 0.27 CONC2 Top 0.00 Max. 2.72 CONC1 Bot 0.09 2.04 CONC1 Bot 0.06 FEM: 12' Min. -0.11 CONC3 Top 0.00 -0.41 CONC3 Top 0.01 Max. 0.30 CONC1 Bot 0.01 0.25 CONC1 Bot 0.01 31 Min. -0.67 CONC2 Top 0.02 -0.39 CONC2 Top 0.01 Max. 2.06 CONC1 Bot 0.07 1.94 CONC1 Bot 0.06 FEM: 12( Min. -0.80 CONC2 Top 0.03 -0.73 CONC2 Top 0.02 Max. 3.89 CONC1 Bot 0.12 2.56 CONC1 Bot 0.08 33 Min. -5.52 CONC1 Top 0.18 -5.75 CONC3 Top 0.19 Max. 0.84 CONC2 Bot 0.03 0.70 CONC2 Bot 0.02 6 Min. -5.86 CONC1 Top 0.19 -5.55 CONC3 Top 0.18 Max. 0.83 CONC2 Bot 0.03 0.69 CONC2 Bot 0.02 FEM: 11 Min. -0.50 CONC2 Top 0.02 -0.62 CONC2 Top 0.02 Max. 2.25 CONC1 Bot 0.07 1.75 CONC1 Bot 0.06 As parallel to 1' As1' jin2 /ft) . .Top„ , 0,18 , Bot ; • Q•02• • • ;op • . . 0.02. •• Bo? '0!14 • • • •. • • • ••• • • • • • • .. • . • 000 • • • • • • • • • • • • .. • • • • • • • • • • • . • • • • • • • • • • • • • . • • • • • • • . • ••• • 000 • • • • 000 . • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• .. • • • •• •. 000 • • • ... • • FEM: 11.c. Min. -0.38 CONC2 Top 0.01 -0.21 CONC2 Top 0.01 Max. 1.66 CONC1 Bot 0.05 0.44 CONC1 Bot 0.01 FEM: 127 Min. -0.31 CONC2 Top 0.01 -0.60 CONC2 Top 0.02 Max. -0.01 CONC3 Bot 0.00 2.15 CONC1 Bot 0.07 31 Min. -0.78 CONC2 Top 0.02 -0.59 CONC2 Top 0.02 Max. 2.48 CONC1 Bot 0.08 2.80 CONC1 Bot 0.09 FEM: 12E Min. -0.62 CONC2 Top 0.02 -0.92 CONC2 Top 0.03 Max. 2.02 CONC1 Bot 0.06 3.21 CONC1 Bot 0.10 7 Min. -4.65 CONC1 Top 0.15 -4.71 CONC1 Top 0.15 Max. 0.44 CONC2 Bot 0.01 0.48 CONC2 Bot 0.02 FEM: 10E Min. -0.72 CONC2 Top 0.02 -1.95 CONC1 Top 0.06 Max. 2.32 CONC1 Bot 0.07 0.23 CONC2 Bot 0.01 11 Min. -4.62 CONC1 Top - 0.15 -5.85 CONC1 Top 0:19 Max. 0.79 CONC2 Bot 0.03 1.20 CONC2 Bot 0.04 SHELL Thickness = 0.83[in] Mechanical cover = 0.25[in] Node 31 Min. -0.71 CONC2 Top 0.02 -0.58 CONC2 Max. 2.11 CONC1 Bot 0.07 2.73 CONC1 FEM: 12E Min. -0.66 CONC2 Top 0.02 -0.93 CONC2 Max. 2.19 CONC1 Bot 0.07 3.24 CONC1 FEM: 12( Min. -0.67 CONC2 Top 0.02 -0.32 CONC2 Max. 3.24 CONC1 Bot 0.10 1.37 CONC1 FEM: 1Z Min. -0.62 CONC2 Top 0.02 -0.53 CONC2 Max. 1.46 CONC3 Bot 0.05 1.50 CONC1 33 Min. -5.54 CONC1 Top 0.18 f -6.37 CONC3 Max. 0.83 CONC2 Bot 0.03 0.68 CONC2 FEM: 12E Min. -0.12 CONC2 Top 0.00 -0.71 CONC2 Max. 0.40 CONC1 Bot 0.01 4.57 CONC1 11 Min. -5.00 CONC1 Top 0.16 -5.93 CONC1 Max. 0.92 CONC2 Bot 0.03 1.23 CONC2 FEM: 11: Min. -1.28 CONC2 Top 0.04 -0.26 CONC1 Max. 4.70 CONC1 Bot 0.15 -0.09 CONC2 2 Min. -5.38 CONC1 Top 0.17 -5.10 CONC1 Max. 0.67 CONC2 Bot 0.02 0.57 CONC2 SHELL8 Thickness = 0.83[in] • Mechanical cover = 0.25[in] Node As parallel to 3' As parallel to 1' M11' lc As3' M33' Ic [Kip *ft /ft] [in2/ft] [Kip *ft/ft] As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic [Kip *ft/ft] [in2/ft] [Kip *ft /ft] 9 Min. -4.55 CONC1 Top 0.15 -4.49 CONC1 Max. 0.42 CONC2 Bot 0.01 0.44 CONC2 FEM: 13( Min. -0.13 CONC2 Top 0.00 -0.62 CONC2 Max. 0.76 CONC1 Bot 0,02 4.24 CONC1 FEM: 10E Min. -0.71 CONC2 Top 0.02 -1.80 CONC1 Max. 2.27 CONC1 Bot 0.07 0.21 CONC2 FEM: 13: Min. -0.30 CONC2 Top 0.01 -0.58 CONC2 Max. -0.10 CONC3 Bot 0.00 2.15 CONC1 13 Min. -4.48 CONC1 Top 0.14 -5.45 CONC1 Page4 As1' [in2 /ft] Top 0.02 Bot 0.09 Top 0.03 Bot 0.10 Top 0.01 Bot 0.04 Top 0.02 Bot 0.05 Top 0.21 Bot 0.02 Top 0.02 Bot 0.15 Top 0.19 Bot 0.04 Top 0.01 Bot 0.00 Top 0.16 Bot 0.02 As1' [in2 /ft] Top 0.14 Bot 0.01 Top 0.02 Bot 0.14 Top 0.06 dot •• QOl • • • •. • rvp •:4QZ ..• oz •Qo . t7. Top 0.18 • • •.• • • • • • • • • • • • •• • •.• • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ..• • 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • Max. 0.76 CONC2 Bot 0.02 1.14 CONC2 Bot 0.04 FEM: 132 Min. -0.57 CONC2 Top 0.02 -0.91 CONC2 Top 0.03 Max. 1.73 CONC1 Bot 0.06 3.20 CONC1 Bot 0.10 10 Min. -5.19 CONC1 Top 0.17 -5.70 CONC3 Top 0.18 Max. 0.67 CONC2 Bot 0.02 0.53 CONC2 Bot 0.02 FEM: 131 Min. -0.33 CONC2 Top 0.01 -0.52 CONC3 Top 0.02 Max. 1.39 CONC1 Bot 0.04 0.02 CONC1 Bot 0.00 32 Min. -0.65 CONC2 Top 0.02 -0.47 CONC2 Top 0.01 Max. 1.62 CONC1 Bot 0.05 2.31 CONC1 Bot 0.07 SHELL9 Thickness = 0.83[in] Mechanical cover = 0.25[in] As parallel to 3' M11' Ic As3' M33' Ic As1' Node [Kip *ft/ft] [in2 /ft] [Kip*ft/ft] [in2 /ft] 13 Min. -4.86 CONC1 Top 0.16 -5.53 CONC1 Top 0.18 Max. 0.89 CONC2 Bot 0.03 1.17 CONC2 Bot 0.04 FEM: 132 Min. -0.61 CONC2 Top 0.02 -0.92 CONC2 Top 0.03 Max. 1.92 CONC1 Bot 0.06 3.24 CONC1 Bot 0.10 FEM: 11' Min. -1.26 CONC2 Top 0.04 -0.14 CONC1 Top 0.00 Max. 4.60 CONC1 Bot 0.15 -0.02 CONC3 Bot 0.00 FEM: 13E Min. -0.60 CONC2 Top 0.02 -0.51 CONC2 Top 0.02 Max. 1.31 CONC3 Bot 0.04 1.50 CONCI Bot 0.05 4 Min. -5.26 CONC1 Top 0.17 -4.91 CONC1 Top 0.16 Max. 0.65 CONC2 Bot 0.02 0.53 CONC2 Bot 0.02 FEM: 13!. Min. -0.13 CONC2 Top 0.00 -0.67 CONC2 Top 0.02 Max. 0.52 CONC1 Bot 0.02 4.42 CONC1 Bot 0.14 32 Min. -0.57 CONC2 Top 0.02 -0.45 CONC2 Top 0.01 Max. 1.18 CONC1 Bot 0.04 2.23 CONC1 Bot 0.07 FEM: 13 Min. -0.61 CONC2 Top 0.02 -0.23 CONC2 Top 0.01 Max. 3.03 CONC1 Bot 0.10 0.85 CONC1 Bot 0.03 5 Min. -5.17 CONC1 Top 0.17 -6.43 CONC3 Top 0.21 Max. 0.74 CONC2 Bot 0.02 0.72 CONC2 Bot 0.02 SHELL10 Thickness = 0.83[in] Mechanical cover = 0.25[in] Node M11' Ic [Kip "ft /ft] As parallel to 3' 5 Min. -5.22 CONC1 Top 0.17 Max. 0.74 CONC2 Bot 0.02 FEM: 13z Min. -0.74 CONC2 Top 0.02 Max. 3.67 CONC1 Bot 0.12 FEM: 13E Min. -0.35 CONC2 Top 0.01 Max. 3.85 CONC1 Bot 0.12 FEM: 14( Min. -0.36 CONC2 Top 0.01 Max. 1.50 CONC1 Bot 0.05 10 Min. -5.30 CONC1 Top 0.17 Max. 0.70 CONC2 Bot 0.02 FEM: 13i Min. -0.15 CONC2 Top 0.00 Max. 2.50 CONC1 Bot 0.08 FEM: 131 Min. -0.44 CONC2 Top 0.01 Max. 1.96 CONC1 Bot 0.06 As3' M33' lc [in2 /ft] [Kip *ft/ft] -6.15 CONC3 Top 0.20 0.69 CONC2 Bot 0.02 -0.62 CONC2 Top 0.02 2.06 CONC1 Bot 0.07 0.29 CONC2 Top 0.00 1.26 CONC1 Bot 0.04 -0.93 CONC3 Top 0.03 0.27 CONC2 Bot 0.01 -5.92 CONC3 Top 0.19 0.68 CONC2 Bot 0.02 0.00 CONC3 .7op.. . 0 0 . • • • • 0.91 CONC1 • Bot • ' 0�3 • • • • • -0.52 CONC2 ' Top' . • 0.'12: • •' • • • 1.31 CONC1 .6 Bor t ' • • Pages As parallel to 1' As parallel to 1' As1' [in2 /ft] • • • • • • • • • • • • • • • • • • •• .. • .. • • • . . • . . . • • • • • • • • • • • • • • • • • • • • • .•• • .•. • • • • . • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • .••.•. • • •.. • • .•. • • FEM: 141 Min. -0.24 CONC3 Top 0.01 -1.29 CONC3 Top 0.04 Max. 0.13 CONC1 Bot 0.00 0.32 CONC2 Bot 0.01 32 Min. -0.54 CONC2 Top 0.02 -0.28 CONC2 Top 0.01 Max. 1.19 CONC1 Bot 0.04 1.55 CONC1 Bot 0.05 FEM: 13E Min. -0.63 CONC3 Top 0.02 0.08 CONC3 Top 0.00 Max. -0.17 CONC1 Bot 0.00 0.84 CONC1 Bot 0.03 15 Min. -8.01 CONC3 Top 0.26 -9.30 CONC3 Top 0.30 Max. 0.60 CONC2 Bot 0.02 1.55 CONC2 Bot 0.05 SHELL23 Thickness = 0.83[in] Mechanical cover = 0.25[in] Node SHELL24 Thickness = 0.83[in] Mechanical cover = 0.25[in] As parallel to 3' As parallel to 1' Mil' Ic As3' M33' lc As t' [Kip *] [in2/ft] [Kip *ft/ft] [in2 /ft] 48 Min. 1.78 CONC2 Top 0.00 -3.91 CONC3 Top 0.13 Max, 4.03 CONC1 Bot 0.13 2.40 CONC2 Bot 0.08 FEM: 14; Min. 0.24 CONC2 Top 0.00 -0,94 CONC2 Top 0.03 Max. 1.41 CONC1 Bot 0.05 1.18 CONC3 Bot 0.04 FEM: 144 Min. 0.19 CONC2 Top 0.00 -3.45 CONC3 Top 0.11 Max. 1.20 CONC1 Bot 0.04 0.98 CONC2 Bot 0.03 FEM: 14E Min. 0.21 CONC3 Top 0.00 -0.51 CONC2 Top 0.02 Max. 0.52 CONC2 Bot 0.02 1.92 CONC1 Bot 0.06 5 Min. -6.69 CONC1 Top 0.22 -6.71 CONC3 Top 0.22 Max. 0.44 CONC2 Bot 0.01 0.66 CONC2 Bot 0.02 FEM: 13E Min. 0.04 CONC2 Top 0.00 -0.64 CONC2 Top 0.02 Max. 0.92 CONC1 Bot 0.03 4.50 CONC1 Bot 0.14 47 Min. 1.56 CONC2 Top 0.00 -0.09 CONC3 Top 0.00 Max. 4.59 CONC1 Bot 0.15 1.06 CONC2 Bot 0.03 FEM: 14: Min. 0.36 CONC2 Top 0.00 -1.17 CONC1 Top 0.04 Max. 1.63 CONC1 Bot 0.05 0.38 CONC2 Bot 0.01 4 Min. -5.25 CONC1 Top 0.17 -4.91 CONC1 Top 0.16 Max. 0.21 CONC2 Bot 0.01 0.45 CONC2 Bot 0.01 As parallel to 3' As parallel to 1' Mil' Ic As3' M33' Ic As1' Node [Kip *ft/ft] [in2 /ft] [Kip *ft /ft] [in2 /ft] 47 Min. 1.47 CONC2 Top 0.00 0.33 CONC3 Top 0.00 Max. 4.66 CONC1 Bot 0.15 0.61 CONC2 Bot 0.02 FEM: 14E Min. -1.16 CONC3 Top 0.04 0.22 CONC2 Top 0.00 Max. 1.71 CONC2 Bot 0.05 0.37 CONC1 Bot 0.01 FEM: 14: Min. 0.38 CONC2 Top 0.00 -1.26 CONC1 Top 0.04 Max. 1.62 CONC1 Bot 0.05 0.46 CONC2 Bot 0.01 FEM: 14E 'Min. -0.53 CONC3 Top 0.02 0.00 CONC2 Top 0.00 Max. 0.84 CONC2 Bot 0.03 1.60 CONC1 Bot 0.05 4 Min. -5.21 CONC1 Top 0.17 -4.71 CONC1 Top 0.15 Max. 0.20 CONC2 Bot 0.01 0.39 CONC2 Bot 0.01 FEM: 11E Min. 0.09 CONC2 Top 0.00 -0.26 CONC2 Top 0.01 Max. 0.88 CONC1 Bot 0.03 3.72 CONC1 • 5ot ••• . 0.,;12 • • • •• 46 Min. -0.80 CONC3 Top 0.03 -0.06 CONC3 ; Top : 1.00 Max. 2.26 CONC2 Bot 0.07 0.37 CONC2 'Tot • : :0Q1 FEM: 14i Min. -0.44 CONC3 Top 0.01 -1.67 CONC3 • •Top • • 9.95 • Page6 •• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •••••• • ••• • • • ••• ••• • • • • • • • • • • • • • • •• • SHELL25 Thickness = 0.83[in] Mechanical cover = 0.25[in] Max. 0.87 CONC2 Bot 0.03 0.28 CONC2 Bot 0.01 Min. -4.95 CONC1 Top 0.16 -4.73 CONC1 Top 0.15 Max. 0.29 CONC2 Bot 0.01 0.38 CONC2 Bot 0.01 As parallel to 3' As parallel to 1' Mil' Ic As3' M33' Ic Art' Node [Kip *ft /ft] [in2/ft] [Kip *ft/ft] [in2/ft] 46 Min. -0.80 CONC3 Top 0.03 -0.05 CONC3 Top 0.00 Max. 2.26 CONC2 Bot 0.07 0.37 CONC2 Bot 0.01 FEM: 145 Min. -1.14 CONC3 Top 0.04 0.22 CONC2 Top 0.00 Max. 1.71 CONC2 Bot 0.05 0.38 CONC1 Bot 0.01 FEM: 14i Min. -0.44 CONC3 Top 0.01 -1.67 CONC3 Top 0.05 Max. 0.87 CONC2 Bot 0.03 0.28 CONC2 Bot 0.01 FEM: 151 Min. -0.55 CONC3 Top 0.02 0.00 CONC2 Top 0.00 Max. 0.84 CONC2 Bot 0.03 1.59 CONC1 Bot 0.05 3 Min. -4.95 CONC1 Top 0.16 -4.74 CONC1 Top 0.15 Max. 0.29 CONC2 Bot 0.01 0.38 CONC2 Bot 0.01 FEM: 112 Min. 0.09 CONC2 Top 0.00 -0.25 CONC2 Top 0.01 Max. 0.87 CONC1 Bot 0.03 3.68 CONC1 Bot 0.12 49 Min. 1.48 CONC2 Top 0.00 0.29 CONC3 Top 0.00 Max. 4.61 CONC1 Bot 0.15 0.61 CONC2 Bot 0.02 FEM: 15C Min. 0.39 CONC2 Top 0.00 -1.34 CONC1 Top 0.04 Max. _ 1.58 CONC1 Bot 0.05 0.48 CONC2 Bot 0.02 2 Min. -5.27 CONC1 Top 0.17 -4.78 CONC1 Top 0.15 Max. 0.21 CONC2 Bot 0.01 0.41 CONC2 Bot 0.01 SHELL26 Thickness = 0.83[in] Mechanical cover = 0.25[in] As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' Node [Kip *ft /ft] [in2 /ft] [Kip *ft/ft] [in2 /ft] 49 Min. 1.57 CONC2 Top 0.00 -0.16 CONC3 Top 0.00 Max. 4.54 CONC1 Bot 0.15 1.07 CONC2 Bot 0.03 FEM: 152 Min. 0.25 CONC2 Top 0.00 -0.95 CONC2 Top 0.03 Max. 1.36 CONC1 Bot 0.04 1.22 CONC3 Bot 0.04 FEM: 15C Min. 0.37 CONC2 Top 0.00 -1.23 CONC1 Top 0.04 Max. 1.60 CONC1 Bot 0.05 0.39 CONC2 Bot 0.01 FEM: 154 Min. 0.10 CONC3 Top 0.00 -0.52 CONC2 Top 0.02 Max. 0.53 CONC2 Bot 0.02 1.98 CONC1 Bot 0.06 2 Min. -5.34 CONC1 Top 0.17 -5.09 CONC1 Top 0.16 Max. 0.22 CONC2 Bot 0.01 0.48 CONC2 Bot 0.02 FEM: 12£ Min. 0.06 CONC2 Top 0.00 -0.67 CONC2 Top 0.02 Max. 0.81 CONC1 Bot 0.03 4.66 CONC1 Bot 0.15 50 Min. 1.73 CONC2 Top 0.00 -3.63 CONC3 Top 0.12 Max. 3.93 CONC1 Bot 0.13 2.38 CONC2 Bot 0.08 FEM: 15:: Min. 0.21 CONC2 Top 0.00 -3.24 CONC3 Top 0.10 Max. 1.04 CONC1 Bot 0.03 0.91 CONC2 Bot 0.03 33 Min. -7.12 CONC1 Top 0.23 -6.66 CONC3 .j-op • . • 0422 • • • • • Max. 0.54 CONC2 Bot 0.02 0.63 CONC2 • Bot ' • 0:02 • • • • _,___ -"'•- `-- -•- - -. . .. • • • •• ••• •• • • • •• Page7 •• • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • ••• • •.• • • • • ••• • • • • • • • • • • •. • • •• • • • • • • • • • • • • • • •. •• • • • .. .. ••• • • • •.. • • SHELL27 Thickness = 0.83[in] Mechanical cover = 0.25[in] As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' Node [Kip *ft/ft] [in2/ft] [Kip *ft/ft] [in2/ft] 51 Min. -0.84 CONC3 Top 0.03 -0.11 CONC3 Top 0.00 Max. 0.21 CONC2 Bot 0.01 0.05 CONC2 Bot 0.00 FEM: 15t Min. -0.93 CONC3 Top 0.03 -0.19 CONC3 Top 0.01 Max. 0.54 CONC2 Bot 0.02 0.09 CONC2 Bot 0.00 FEM: 157 Min. -0.06 CONC2 Top 0.00 -0.30 CONC1 Top 0.01 Max. 0.11 CONC3 Bot 0.00 0.05 CONC2 Bot 0.00 FEM: 15E Min. 0.38 CONC2 Top 0.00 -0.08 CONC2 Top 0.00 Max. 2.10 CONC1 Bot 0.07 1.05 CONC1 Bot 0.03 49 Min. 1.25 CONC2 Top 0.00 -0.20 CONC3 Top 0.01 Max. 4.08 CONC1 Bot 0.13 1.01 CONC2 Bot 0.03 FEM: 15'; Min. 0.44 CONC2 Top 0.00 -0.92 CONC2 Top 0.03 Max. 1.68 CONC1 Bot 0.05 1.26 CONC3 Bot 0.04 52 Min. -0.86 CONC3 Top 0.03 -0.20 CONC3 Top 0.01 Max. 0.14 CONC2 Bot 0.00 0.09 CONC2 Bot 0.00 FEM: 15E Min. -0.11 CONC3 Top 0.00 -1.07 CONC3 Top 0.03 Max. 0.18 CONC2 Bot 0.01 0.55 CONC2 Bot 0.02 50 Min. 1.27 CONC2 Top 0.00 -3.78 CONC3 Top 0.12 Max. 2.98 CONC1 Bot 0.10 2.29 CONC2 Bot 0.07 SHELL28 Thickness = 0.83[in] Mechanical cover = 0.25[in] As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' Node [Kip *ft/ft] [in2 /ft] [Kip *ft/ft] [in2 /ft] 53 _ y Min. -0.83 CONC3 Top 0.03 -0.21 CONC3 Top 0.01 Max. 0.11 CONC2 Bot 0.00 0.09 CONC2 Bot 0.00 FEM: 15E Min. -0.86 CONC3 Top 0.03 -0.18 CONC1 Top 0.01 Max. 0.53 CONC2 Bot 0.02 0.09 CONC2 Bot 0.00 FEM: 161 Min. -0.15 CONC3 Top 0.00 -1.20 CONC3 Top 0.04 Max. 0.19 CONC2 Bot 0.01 0.59 CONC2 Bot 0.02 FEM: 16 Min. 0.38 CONC2 Top 0.00 -0.09 CONC2 Top 0.00 Max. 2.12 CONC1 Bot 0.07 1.05 CONC1 Bot 0.03 48 Min. 1.32 CONC2 Top 0,00 -4.07 CONC3 Top 0.13 Max. 3.04 CONC1 Bot 0.10 2.31 CONC2 Bot 0.07 FEM:14i Min. 0.43 CONC2 Top 0.00 -0.91 CONC2 Top 0.03 Max. 1.74 CONC1 Bot 0.06 1.23 CONC3 Bot 0.04 54 Min. -0.86 CONC3 Top 0.03 -0.10 CONC3 Top 0.00 Max. 0.22 CONC2 Bot 0.01 0.05 CONC2 Bot 0.00 FEM: 16C Min. -0.06 CONC2 Top 0.00 -0.30 CONC1 Top 0.01 Max. 0.11 CONC3 Bot 0,00 0.05 CONC2 Bot 0.00 47 Min. 1.24 CONC2 Top 0.00 -0.14 CONC3 Top 0.00 Max. 4.13 CONC1 Bot 0.13 1.00 CONC2 Bot 0.03 SHELL29 Thickness = 0.83[in] • • ••• • • • • • • • • Mechanical cover = 0.25[in] • • As parallel to 3' As parallel jo 1'• �� • • • • • • M11' Ic As3' M33' Ic • • ••• As1' • • • • • Node [Kip *ft /ft] [in2 /ft] [Kip *ft/ft] [in2 /ft] •• • ••• • • • 55 Min. -0.10 CONC3 Top 0.00 -0.09 CONC2; • :Top 0.00 • • • • Max. 0.01 CONC2 Bot 0.00 0.40 CONC3; • :Bot • • 0.0; . • • • FEM: 163 Min. 0.23 CONC2 Top 0.00 0.26 CONC2 • 'Pop •0.00 • • • • • Page8 ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • Max. 1.17 CONC1 Bot 0.04 0.39 CONC1 Bot 0.01 FEM: 16° Min. 0.04 CONC3 Top 0.00 -0.56 CONC3 Top 0.02 Max. 0.15 CONC1 Bot 0.00 0.80 CONC2 Bot 0.03 FEM: 16E Min. -0.44 CONC3 Top 0.01 -1.55 CONC3 Top 0.05 Max. 0.63 CONC2 Bot 0.02 0.71 CONC2 Bot 0.02 56 Min. -1.96 CONC3 Top 0.06 -2.30 CONC3 Top 0.07 Max. 1.87 CONC2 Bot 0.06 2.50 CONC2 Bot 0.08 FEM: 16' Min. -2.33 CONC3 Top 0.07 -0.89 CONC3 Top 0.03 Max. 0.35 CONC2 Bot 0.01 0.56 CONC2 Bot 0.02 48 Min. 1.72 CONC2 Top 0.00 -3.79. CONC3 Top 0.12 Max. 4.02 CONC1 Bot 0.13 2.08 CONC2 Bot 0.07 FEM: 14.' Min. 0.23 CONC2 Top 0.00 -3.53 CONC3 Top 0.11 Max. 1.19 CONC1• Bot 0.04 1.17 CONC2 Bot 0.04 5 Min. -6.55 CONC1 Top 0.21 -6.14 CONC3 Top 0.20 Max. 0.32 CONC2 Bot 0.01 0.05 CONC2 Bot 0.00 SHELL30 Thickness = 0.83[in] Mechanical cover = 0.25[in] As parallel to 3' As parallel to 1' M11' lc As3' M33' Ic As1' Node [Kip *tuft] [in2 /ft] [Kip *ft/ft] [in2/ft] 5 Min. -4.84 CONC3 Top 0.16 -5.48 CONC3 Top 0.18 Max. 0.47 CONC2 Bot 0.02 0.24 CONC2 Bot 0.01 FEM: 13E Min. -0.42 CONC2 Top 0.01 0.18 CONC2 Top 0.00 Max. 4.51 CONC1 Bot 0.15 1.53 CONC1 Bot 0.05 FEM: 16' Min. -1.96 CONC3 Top 0.06 -0.47 CONC3 Top 0.02 Max. 1.48 CONC2 Bot 0.05 0.78 CONC2 Bot 0.02 FEM: 16c Min. -0.17 CONC2 Top 0.01 -2.86 CONC3 Top 0.09 Max. 2.51 CONC3 Bot 0.08 1.11 CONC2 Bot 0.04 56 Min. -0.90' CONC3 Top 0.03 -1.77 CONC3 Top 0.06 Max. 1.31 CONC2 Bot 0.04 2.23 CONC2 Bot . 0.07 FEM: 16f Min. 0.37 CONC2 Top 0.00 -2.20 CONC3 Top 0.07 Max. 0.62 CONC1 Bot 0.02 1.79 CONC2 Bot 0.06 15 Min. -8.24 CONC3 Top 0.27 -15.21 CONC3 Top .0.50 Max. 0.58 CONC2 Bot 0.02 2.19 CONC2 Bot 0.07 FEM: 16'2 Min. -4.88 CONC3 Top 0.16 -1.72 CONC3 Top 0.05 Max. 0.09 CONC2 Bot 0.00 0.72 CONC2 Bot 0.02 57 Min. -0.09 CONC3 Top 0.00 -0.25 CONC2 Top 0.01 Max. 0.29 CONC1 Bot 0.01 3.31 CONC3 Bot 0.11 SHELL31 Thickness = 0.83[in] Mechanical cover = 0.25[in) As aarallel to 3' M11' Ic As3' Node [Kip *ft/ft] [in2 /ft] 58 Min. 1.84 CONC2 Top 0.00 Max. 3.49 CONC1 Bot 0.11 FEM: 17C Min. 011 CONC2 Top 0.00 Max. 1.47 CONC1 Bot 0.05 FEM: 17'; Min. 0.27 CONC2 Top 0.00 Max. 0.95 CONC1 Bot 0.03 FEM: 17: Min. 0.29 CONC3 Top 0.00 Max. 0.51 CONC1 Bot 0.02 As parallel to 1' M33' Ic [Kip *ft/ft] As1' [in2 /ft] -3.28 CONC3 Top 0.10 2.25 CONC2 Bot 0.07 -0.97 CONC2 Top 0.03 1.34 CONC3 Bot 0.04 -2.78 CONC3 •Top.• •O.Q9 • • • .. 0.77 CONC2 : Bot ; 11 12** •• ' -0.52 CONC2 'Top': •Op2' • : : • 2.00 CONC1 " Bor' 596 • • • Page9 • •• •• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • *66 • 6 • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6 Min. -6.87 CONC1 Top 0.22 Max. 0.42 CONC2 Bot 0.01 FEM: 12E Min. 0.05 CONC2 Top 0.00 Max. 1.00 CONC1 Bot 0.03 59 Min. 1.52 CONC2 Top 0.00 Max. 4.77 CONC1 Bot 0.15 FEM: 171 Min. 0.31 CONC2 Top 0.00 Max. 1.84 CONC1 Bot 0.06 7 Min. -4.86 CONC1 Top 0.16 Max. 0.07 CONC2 Bot 0.00 SHELL32 Thickness = 0.83[in] Mechanical cover = 0.25[in] Node SHELL33 Thickness = 0.83[in] Mechanical cover = 0.25[in] Node M11' Ic [Kip *ft /ft] M11' lc [Kip *ft /ft] As parallel to 3' As parallel to 3' 60 Min. -0.79 CONC3 Top 0.03 Max. 2.26 CONC2 Bot 0.07 FEM: 177 Min. -1.02 CONC3 Top 0.03 Max. 1.67 CONC2 Bot 0.05 FEM: 17E Min. -0.34 CONC3 Top 0.01 Max. 0.85 CONC2 Bot 0.03 FEM:17c Min. -0.26 CONC3 Top 0.01 Max. 0.78 CONC2 Bot 0.02 8 Min. -4.55 CONC1 Top 0.15 Max. 0.15 CONC2 Bot 0.00 FEM: 107 Min. 010 CONC2 Top 0.00 Max. 1.05 CONC1 Bot 0.03 61 Min. 1.42 CONC2 Top 0.00 As3' M33' Ic [in2 /ft] [Kip *ft/ft] As3' M33' Ic [in2 /ft] [Kip *ft /ft] -5.84 CONC1 Top 0.19 0.41 CONC2 Bot 0.01 -0.62 CONC2 Top 0.02 4.46 CONC1 Bot 0.14 -0.14 CONC3 Top 0.00 1.08 CONC2 Bot 0.03 -1.05 CONC1 Top 0.03 0.35 CONC2 Bot 0.01 -4.75 CONC1 Top 0.15 0.40 CONC2 Bot 0.01 Page10 As parallel to 1' As parallel to 1' As1' [in2 /ft] 59 Min. 1.43 CONC2 Top 0.00 0.32 CONC3 Top 0.00 Max. 4.84 CONC1 Bot 0.16 0.61 CONC2 Bot 0.02 FEM: 17z Min. -0.99 CONC3 Top 0.03 0.21 CONC2 Top 0.00 Max. 1.66 CONC2 Bot 0.05 0.40 CONC1 Bot 0.01 FEM: 171 Min. 0.33 CONC2 Top 0.00 -1.18 CONC1 Top 0.04 Max. 1.81 CONC1 Bot 0.06 0.44 CONC2 Bot 0.01 FEM: 17E Min. -0.27 CONC3 Top 0.01 0.05 CONC2 Top 0.00 Max. 0.78 CONC2 Bot 0.02 1.42 CONC1 Bot 0.05 7 Min. -4.76 CONC1 Top 0.15 -4.26 CONC1 Top 0.14 Max. 0.05 CONC2 Bot 0,00 0.28 CONC2 Bot 0.01 FEM:10' Min. 0.10 CONC2 Top 0.00 -0.10 CONC2 Top 0.00 Max. 1.03 CONC1 Bot 0.03 3.10 CONC1 Bot 0.10 60 Min. -0.79 CONC3 Top 0.03 -0.03 CONC3 Top 0.00 Max. 2.26 CONC2 Bot 0.07 0.37 CONC2 Bot 0.01 FEM: 17t Min. -0.34 CONC3 Top 0.01 -1.43 CONC3 Top 0.05 Max. 0.85 CONC2 Bot 0.03 0.22 CONC2 Bot 0.01 8 Min. -4.55 CONC1 Top 0.15 -4.05 CONC1 Top 0.13 Max. 0.15 CONC2 Bot 0.00 0.20 CONC2 Bot 0.01 As1' [in2 /ft] -0.03 CONC3 Top 0.00 0.37 CONC2 Bot 0.01 0.21 CONC2 Top 0.00 0.40 CONC1 Bot 0.01 -1.43 CONC3 Top 0.05 0.22 CONC2 Bot 0.01 0.05 CONC2 Top 0.00 1.43 CONC1 Bot 0.05 -4.04 CONC1 Top 0.13 0.20 CONC2 ao[, • • • 0 • -011 CONC2 ; Top : • Q vo 3.15 CONC1 • pot • :: 0:10: : 0.37 CONC3 • • Tor • !7!00 • • • •• ••• • • • • • • •• • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• .• ••• 4 • • ••• • • Max. 4.89 CONC1 Bot 0.16 FEM: 17E Min. 0.33 CONC2 Top 0.00 Max. 1.84 CONC1 Bot 0.06 9 Min. -4.72 CONC1 Top 0.15 Max. 0.04 CONC2 Bot 0.00 SHELL34 Thickness = 0.83[in] Mechanical cover = 0.25[in] 0.62 CONC1 Bot 0.02 -1.09 CONC1 Top 0.03 0.42 CONC2 Bot 0.01 -4.18 CONC1 Top 0.13 0.26 CONC2 Bot 0.01 As parallel to 3' As parallel to 1' Mil' Ic As3' M33' lc As1' Node [Kip *ft/ft] [in2 /ft] [Kip *ft/ft] [in2/ft] 61 Min. 1.51 CONC2 Top 0.00 -0.06 CONC3 Top 0.00 Max. 4.82 CONC1 Bot 0.16 1.07 CONC2 Bot 0.03 FEM: 18C Min. 0.21 CONC2 Top 0.00 -0.96 CONC2 Top 0.03 Max. 1.53 CONC1 Bot 0.05 1.30 CONC3 Bot 0.04 FEM: 17E Min. 0.31 CONC2 Top 0.00 -0.98 CONC1 Top 0.03 Max. 1.86 CONC1 Bot 0.06 0.33 CONC2 Bot 0.01 FEM: 182 Min. 0.42 CONC3 Top 0.00 -0.51 CONC2 Top 0.02 Max. 0.66 CONC1 Bot 0.02 1.93 CONC1 Bot 0.06 9 Min. -4.79 CONC1 Top 0.15 -4.53 CONC1 Top 0.15 Max. 0.06 CONC2 Bot 0.00 0.36 CONC2 Bot 0.01 FEM: 13C Min. 0.04 CONC2 Top 0.00 -0.58 CONC2 Top 0.02 Max. 1.10 CONC1 Bot 0.04 4.30 CONC1 Bot 0.14 62 Min. 1.89 CONC2 Top 0.00 -3.59 CONC3 Top 0.12 Max. 3.64 CONC1 Bot 0.12 2.29 CONC2 Bot 0.07 FEM: 181 Min. 0.24 CONC2 Top 0.00 -3.02 CONC3 Top 0.10 Max. 1.18 CONC1 Bot 0.04 0.85 CONC2 Bot 0.03 10 Min. -6.32 CONC1 Top 0.20 -5.89 CONC3 Top 0.19 Max. 0.32 CONC2 Bot 0.01 0.46 CONC2 Bot 0.01 SHELL35 Thickness = 0.83[in] Mechanical cover = 0.25[in] As parallel to 3' As parallel to 1' Mil' Ic As3' M33' lc AO' Node [Kip *ft/ft] [in2/ft] [Kip *ft/ft] [in2/ft] 62 Min. 1.82 CONC2 Top 0.00 -3.32 CONC3 Top 0.11 Max. 3.65 CONC1 Bot 0.12 1.95 CONC2 Bot 0.06 FEM: 183 Min. 0.25 CONC2 Top 0.00 0.21 CONC3 Top 0,00 Max. 1.17 CONC1 Bot 0.04 0.34 CONC1 Bot 0,01 FEM: 181 Min. 0.28 CONC2 Top 0.00 -3.19 CONC3 Top 0.10 Max. 1.15 CONC1 Bot 0.04 1.06 CONC2 Bot 0.03 FEM: 18E Min. -0.41 CONC3 Top 0.01 -1.49 CONC3 Top 0.05 Max. 0.66 CONC2 Bot 0.02 0,67 CONC2 Bot 0.02 10 Min. -6.15 CONC1 Top 0.20 -5.10 CONC3 Top 0.16 Max. 0.18 CONC2 Bot 0.01 -0.23 CONC2 Bot 0.00 FEM: 18f. Min. -2,06 CONC3 Top 0.07 -1.00 CONC3 Top 0.03 Max. 0.48 CONC2 Bot 0.02 0.46 CONC2 Bot 0.01 63 Min. -0.01 CONC1 Top 0.00 -0.05 CONC2 Top 0.00 Max. 0.00 CONC2 Bot 0.00 0.28 CONC3 Bot 0.01 FEM: 18z Min. -0.10 CONC3 Top 0.00 -0.67 CONC3 .Top• • • 04)2 • Max. 0.16 CONC2 Bot 0.01 0.78 CONC2 : Bot : • 0b2 • 64 Min. -1.86 CONC3 Top 0.06 -3.30 CONC3 • Top . ::0;11: Max. 2.02 CONC2 Bot 0.06 2.71 CONC2 • • Bo[• • • Yo9 • Pagell • • •• ••• • • • • • • • • •• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • . • ••• • • • • • • • • • • • • • • •• • .• • • • • • •• •• ••• • • • • ••• • • SHELL36 Thickness = 0.83[in] Mechanical cover = 0.25[in] As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' Node [Kip *ft /ft] [in2 /ft] [Kip *ft /ft] [in2/ft] 6 Min. -6.65 CONC1 Top 0.21 -4.72 CONC1 Top 0.15 Max. 0.24 CONC2 Bot 0.01 -0.49 CONC2 Bot 0.00 FEM: 18i Min. -2.46 CONC3 Top 0.08 -0.58 CONC3 Top 0.02 Max. 0.50 CONC2 - Bot 0.02 0.39 CONC2 Bot 0.01 FEM: 172* Min. 0.32 CONC2 Top 0.00 -3.02 CONC3 Top 0.10 Max. 0.91 CONC1 Bot 0.03 1.01 CONC2 Bot 0.03 FEM: 19C Min. -0.58 CONC3 Top 0.02 -1.31 CONC3 Top 0.04 Max. 0.70 CONC2 Bot 0.02 0.65 CONC2 Bot 0.02 58 Min. 1.78 CONC2 Top 0.00 -3.06 CONC3 Top 0.10 Max. 3.50 CONC1 Bot 0.11 1.94 CONC2 Bot 0.06 FEM: 189 Min. 0.28 CONC2 Top 0.00 0.22 CONC3 Top 0.00 Max. 1.07 CONC1 Bot 0.03 0.33 CONC1 Bot 0.01 66 Min. -2.29 CONC3 Top 0.07 -3.17 CONC3 Top 0.10 Max. 2.36 CONC2 Bot 0.08 2.86 CONC2 Bot 0.09 FEM: 18f Min. -0.04 CONC3 Top 0.00 -0.47 CONC3 Top 0.01 Max. 0.11 CONC2 Bot 0.00 0.74 CONC2 Bot 0.02 65 Min. -0.03 CONC3 Top 0.00 -0.05 CONC2 Top 0.00 Max. 0.01 CONC2 Bot 0.00 0.24 CONC3 Bot 0.01 SHELL37 Thickness = 0.831in] Mechanical cover = 0.25[in] Node As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic [Kip *ft/ft] [in2fft] [Kip *ft /ft] Page12 As1' [in2 /ft] 50 Min. 1.67 CONC2 Top 0.00 -3.57 CONC3 Top 0.11 Max. 3.91 CONC1 Bot 0.13 2,09 CONC2 Bot 0.07 FEM: 191 Min. 0.25 CONC2 Top 0.00 0.25 CONC2 Top 0.00 Max. 1.08 CONC1 Bot 0.03 0.38 CONC1 Bot 0.01 FEM: 15 Min. 0.26 CONC2 Top 0.00 -3.39 CONC3 Top 0.11 Max. 1.01 CONC1 Bot 0.03 1.13 CONC2 Bot 0.04 FEM: 19' Min. -0.54 CONC3 Top 0.02 -1.38 CONC3 Top 0.04 Max. 0.67 CONC2 Bot 0.02 0.68 CONC2 Bot 0.02 33 Min. -6.92 CONC1 Top 0.22 -5.67 CONC3 Top 0.18 Max. 0.37 CONC2 Bot 0.01 -0.19 CONC2 Bot 0.00 FEM: 192: Min. -2.57 CONC3 Top 0.08 -0.59 CONC3 Top 0.02 Max. 0.34 CONC2 Bot 0.01 0.49 CONC2 Bot 0.02 68 Min. -0.13 CONC3 Top 0.00 -0.09 CONC2 Top 0.00 Max. 0.03 CONC2 Bot 0.00 0.37 CONC3 Bot 0.01 FEM: 192 Min. 0.08 CONC2 Top 0.00 -0.38 CONC3 Top 0.01 Max. 0.17 CONC1 Bot 0.01 0.79 CONC2 Bot 0.03 67 Min. -2.19 CONC3 Top 0.07 -2.04 CONC3 Top 0.06 Max. 2.20 CONC2 Bot 0.07 2.67 CONC2 Bot 0.09 •• ••• • • • • • •• • • • • • •• • • • • ••• • • • • • • • • • • •• ••• •• • • • •• •• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • • •• • •• ••• • • • ••• • • SHELL38 Thickness = 0.83[in] Mechanical cover = 0.25[in] M11' Ic Node [Kip *ft /ft] 69 Min. -0.26 CONC3 Top 0.01 -0.40 CONC2 Top 0,01 Max. 0.25 CONC1 Bot 0.01 3.38 CONC3 Bot 0.11 FEM: 19E Min. 0.41 CONC3 Top 0.00 -0.91 CONC3 Top 0.03 Max. 0.63 CONC1 Bot 0.02 1.33 CONC2 Bot 0.04 FEM: 19f. Min. -6.35 CONC3 Top 0.21 -2.08 CONC3 Top 0.07 Max. 0.15 CONC2 Bot 0.00 0.57 CONC2 Bot 0.02 FEM: 19 Min. -0.06 CONC2 Top 0.00 -3.36 CONC3 Top 0.11 Max. 2.15 CONC3 Bot 0.07 1.17 CONC2 Bot 0.04 66 Min. -1.15 CONC3 Top 0.04 -2.82 CONC3 Top 0.09 Max. 1.91 CONC2 Bot 0.06 2.56 CONC2 Bot 0.08 FEM: 187 Min. -1.35 CONC3 Top 0.04 0.05 CONC3 Top 0.00 Max. 1.97 CONC2 Bot 0.06 1.05 CONC1 Bot 0.03 6 Min. -5.11 CONC1 Top 0.16 -3.68 CONC3 Top 0.12 Max. 0.69 CONC2 Bot 0.02 -0.16 CONC2 Bot 0.00 FEM: 11E Min. -0.17 CONC2 Top 0.01 0.07 CONC3 Top 0.00 Max. 3.64 CONC1 Bot 0.12 0.96 CONC1 Bot 0.03 14 Min. -8.94 CONC3 Top 0.29 -14.67 CONC3 Top 0.49 Max. 0.43 CONC2 Bot 0.01 1.89 CONC2 Bot 0.06 SHELL39 Thickness = 0.83[in] Mechanical cover = 0.25[in] M11' Ic Node [Kip *ft/ft] As parallel to 3' As parallel to 1' As3' M33' lc As1' [in2/ft] [Kip *ft /ft] [in2/ft] As parallel to 3' As parallel to 1' As3' M33' lc As [in2 /ft] [Kip *ft /ft] [in2/ft] 69 Min. 0.13 CONC3 Top 0.00 -0.42 CONC2 Top 0.01 Max. 0.57 CONC1 Bot 0.02 3.68 CONC3 Bot 0.12 FEM: 19f. Min. -5.05 CONC3 Top 0.16 -1.88 CONC3 Top 0.06 Max. 0.04 CONC2 Bot 0.00 0.58 CONC2 Bot 0.02 FEM: 19E Min. 0.35 CONC3 Top 0.00 -2.38 CONC3 Top 0.08 Max. 0.62 CONC1 Bot 0.02 1.73 CONC2 Bot 0.06 FEM: 19c. Min. -0.15 CONC2 Top 0.00 -2.50 CONC3 Top 0.08 Max. 2.64 CONC3 Bot 0.08 1.08 CONC2 Bot 0.03 14 Min. -8.15 CONC3 Top 0.26 -14.84 CONC3 Top 0.49 Max. 0.45 CONC2 Bot 0.01 1.97 CONC2 Bot 0.06 FEM: 121 Min. -0.35 CONC2 Top 0.01 0.16 CONC2 Top 0.00 Max. 4.60 CONC1 Bot 0.15 2.28 CONC1 Bot 0.07 33 Min. -5.14 CONC3 Top 0.17 -4.89 CONC3 Top 0.16 Max, 0,59 CONC2 Bot 0.02 0.10 CONC2 Bot 0.00 FEM: 197 Min. -2.20 CONC3 Top 0.07 -0.07 CONC3 Top 0.00 Max. 1.83 CONC2 Bot 0.06 0:96 CONC1 Bot 0.03 67 Min. -1.16 CONC3 Top 0.04 -1.42 CONC3 Top 0.05 Max. 1.54 CONC2 Bot 0.05 2.29 CONC2 Bot 0.07 SHELL40 Thickness = 0.83[in] •• ••• . • • • • • • Mechanical cover = 0.25[in] • As parallel to 3' As+�aralieZ t o• • • • • • • M11' Ic As3' M33' Ic •• .•. ••. • •i4S1' • ••• Node [Kip *ft /ft] [in2 /ft] [Kip *ftlft] [in2/ft] 57 Min. -0.57 CONC3 Top 0.02 -0.24 CON p • C1 • • To. • • 4).01 • • • • • Max. 0.19 CONC2 Bot 0.01 3.11 C(3NC& : • Bor : O.14l •. • • FEM: 167 Min, -5.93 CONC3 Top 0.19 -1.87 CIVICS • • Top • • • • 0.06 • • • • • • • Page13 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• • • • • • •• •• ••• • • • • • ••• • • Max. 0.20 CONC2 Bot 0.01 0.72 CONC2 Bot 0.02 FEM: 20( Min. 0.33 CONC2 Top 0.00 -0.73 CONC3 Top 0.02 Max. 0.75 CONC1 Bot 0.02 1.41 CONC2 Bot 0.04 FEM: 201 Min. -0.09 CONC2 Top 0.00 -3.81 CONC3 Top 0.12 Max. 1.90 CONC3 Bot 0.06 1.23 CONC2 Bot 0.04 15 Min. -9.01 CONC3 Top 0.29 -15.15 CONC3 Top 0.50 Max. 0.58 CONC2 Bot 0.02 2.15 CONC2 Bot 0.07 FEM: 13) Min. -0.26 CONC2 Top 0.01 -0.98 CONC3 Top 0.03 Max. 3.43 CONC1 Bot 0.11 0.36 CONC2 Bot 0.01 10 Min. -4.72 CONC1 Top 0.15 -4.35 CONC3 Top 0.14 Max. 0.53 CONC2 Bot 0.02 -0.01 CONC2 Bot 0.00 FEM: 18! Min. -0.96 CONC3 Top 0.03 -0.47 CONC3 Top 0.01 Max. 1:56 CONC2 Bot 0.05 0.69 CONC2 Bot 0.02 64 Min. -0.74 CONC3 Top 0.02 -2.99 CONC3 Top 0.10 Max. 1.64 CONC2 Bot 0.05 2.50 CONC2 Bot 0.08 SHELL41 Thickness = 0.83(in] Mechanical cover = 0.25[in] As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' Node [Kip *ft /ft] [in2/ft] [Kip * ft /ft] [in2 /ft] 70 Min. -0.75 CONC3 Top 0.02 -0.17 CONC3 Top 0.01 Max. 0.12 CONC2 Bot 0.00 0.08 CONC2 Bot 0.00 FEM: 202 Min. -1.04 CONC3 Top 0.03 -0.22 CONC3 Top 0.01 Max. 0.57 CONC2 Bot 0.02 0.10 CONC2 Bot 0.00 FEM: 20' Min. -0.09 CONC3 Top 0.00 -1.04 CONC3 Top 0.03 Max. 0.17 CONC2 Bot 0.01 0.52 CONC2 Bot 0.02 FEM: 20E Min. 0.38 CONC2 Top 0.00 -0.10 CONC2 Top 0.00 Max. 2.08 CONC1 Bot 0.07 1.12 CONC1 Bot 0.04 58 Min. 1.35 CONC2 Top 0,00 -3.40 CONC3 Top 0.11 Max. 2.63 CONC1 Bot 0.08 2.15 CONC2 Bot 0.07 FEM: 17( Min. 0.42 CONC2 Top 0.00 -0.93 CONC2 Top 0.03 Max. 1.77 CONC1 Bot 0.06 1,37 CONC3 Bot 0.04 71 Min. -0.87 CONC3 Top 0.03 -0.11 CONC3 Top 0.00 Max. 0.22 CONC2 Bot 0.01 0.06 CONC2 Bot 0.00 FEM: 20: Min. -0.05 CONC2 Top 0.00 -0.28 CONC1 Top 0.01 Max. 0.10 CONC3 Bot 0.00 0.04 CONC2 Bot 0.00 59 Min. 1.20 CONC2 Top 0.00 -0.19 CONC3 Top 0.01 Max. 4.31 CONC1 Bot 0.14 1.02 CONC2 Bot 0.03 SHELL42 Thickness = 0.83[in] Mechanical cover = 0.25[in] Node M11' Ic As3' M33' Ic As1' [Kip *ft/ft] [in2/ft] [Kip *ft /ft] [in2 /ft] 72 Min. -0.88 CONC3 Top 0.03 Max. 0.22 CONC2 Bot 0.01 FEM: 20E Min. -0.97 CONC3 Top 0.03 Max. 0.56 CONC2 Bot 0.02 FEM: 20E Min. -0.05 CONC2 Top 0.00 Max. 0.10 CONC3 Bot 0.00 FEM: 20c Min. 0.38 CONC2 Top 0.00 Max. 2.12 CONC1 Bot 0.07 As parallel to 3' As parallel to 1' -0.11 CONC3 Top 0.00 0.05 CONC2 Bot 0.00 -0.20 CONC3 Top 0.01 0.09 CONC2 Bot 0.00 -0.29 CONC1 •. • ••p• • 0■01 • • • • 0.05 CONC2 Bot •• 00.00 ••• •• -0.10 CONC2 • • Yap• • 4.00 • • • 1.12 CONCI' . dot •� 004 • • • Pagel4 •• • ••. • • • • • • • • • • • • • • • • • • • • • • • • . • . . • • • • • • • • • • • • • • • • • • • • .•• • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • .•. • • • • • .•• • • • • • • •• • 61 Min. 1.19 CONC2 Top 0.00 -0.11 CONC3 Top 0.00 Max. 4.36 CONC1 Bot 0.14 1.00 CONC2 Bot 0.03 FEM: 18( Min. 0.41 CONC2 Top 0.00 -0.92 CONC2 Top 0.03 Max. 1.84 CONC1 Bot 0.06 1.34 CONC3 Bot 0.04 73 Min. -0.73 CONC3 Top 0.02 -0.18 CONC3 Top 0.01 Max. 0.10 CONC2 Bot 0.00 0.08 CONC2 Bot 0.00 FEM: 207 Min. -0.13 CONC3 Top 0.00 -1.19 CONC3 Top 0.04 Max. 0.18 CONC2 Bot 0.01 0.56 CONC2 Bot 0.02 62 Min. 1.40 CONC2 Top 0.00 -3.72 CONC3 Top 0.12 Max. 2.72 CONC1 Bot 0.09 2.19 CONC2 Bot 0.07 SHELL43 Thickness = 0.67[in] Mechanical cover = 0.25[in) As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' Node [Kip *ft/ft] [in2 /ft] [Kip *ft/ft] [in2 /ftj 72 Min. -0.20 CONC2 Top 0.01 -0.04 CONC2 Top 0.00 Max. 0.53 CONC3 Bot 0.02 0.13 CONC3 Bot 0.01 FEM:20E Min. -0.57 CONC2 Top 0.03 -0.11 CONC2 Top 0.01 Max. 1.08 CONC3 Bot 0.05 0.21 CONC3 Bot 0.01 FEM: 211' Min. -0.05 CONC3 Top 0.00 -0.38 CONC2 Top 0.02 Max. 0.00 CONC2 Bot 0.00 0.20 CONC3 Bot 0.01 FEM: 21:: Min. -0.12 CONC3 Top 0.01 -0.32 CONC3 Top 0.01 Max. 0.29 CONC2 Bot 0.01 0.54 CONC2 Bot 0.02 100 Min. -0.01 CONC3 Top 0.00 -0.77 CONC2 Top 0.03 Max. 0.01 CONC2 Bot 0.00 0.51 CONC3 Bot 0.02 FEM: 211 Min. -0.03 CONC3 Top 0.00 -0.87 CONC3 Top 0.04 Max. 0.03 CONC2 Bot 0.00 1.05 CONC2 Bot 0.05 73 Min. -0.10 CONC2 Top 0.00 -0.02 CONC2 Top 0.00 Max. 0.48 CONC3 Bot 0.02 0.10 CONC3 Bot 0.00 FEM:21C Min, -0.13 CONC2 Top 0.01 -0.70 CONC2 Top 0.03 Max. 0.11 CONC3 Bot 0.00 0.75 CONC3 Bot 0.03 101 Min. -0.10 CONC2 Top 0.00 -1.51 CONC2 Top 0.07 Max. 0.16 CONC3 Bot 0.01 1,91 CONC3 Bot 0.09 SHELL44 Thickness = 0.67[in] Mechanical cover = 0.25[in] Node As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' [Kip * ft /ft] [in2/ft] [Kip *ft/ftj [in2 /ft] 73 Min. -0.03 CONC2 Top 0.00 -0.02 CONC2 Top 0.00 Max. 0.03 CONC3 Bot 0,00 0.03 CONC3 Bot 0.00 FEM: 207 Min. -0.81 CONC2 Top 0.04 -0.17 CONC2 Top 0,01 Max. 1.53 CONC3 Bot 0.07 0.30 CONC3 Bot 0,01 FEM: 21C Min. -0.17 CONC2 Top 0.01 -0.70 CONC2 Top 0.03 Max. 0.25 CONC3 Bot 0.01 0.75 CONC3 Bot 0.03 FEM: 216 Min. 0,04 CONC3 Top 0.00 0,12 CONC2 Top 0.00 Max. 0.12 CONC2 Bot 0.01 0.37 CONC1 Bot 0.02 101 Min. -0.23 CONC2 Top 0,01 -1.51 CONC2 Top 0.07 Max. 0.36 CONC3 Bot 0.02 1.97 CONC3 • • • aot • • 0!09 FEM: 21E Min. -0.09 CONC3 Top 0.00 0.06 CONC3: T •.: 8.00 Max. 0.02 CONC2 Bot 0.00 0.38 CONC2 ' . GOt : : 8.00 62 Min. -1,20 CONC2 Top 0.05 -0.22 CONC2" • top " 0.01 Pagel5 •• • • • • •• • • • . • • • • • • • • • • • • • • _ •• • • • • 0,0 • • • • 00* • • • • • • • • • • • •••• • • • • • • •• • • •• • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • Max. 1.94 CONC3 Bot 0.09 0.30 CONC3 Bot 0.01 FEM: 21' Min. -0.26 CONC3 Top 0.01 0,20 CONC3 Top 0.00 Max. 0.27 CONC2 Bot 0.01 0.68 CONC1 Bot 0.03 90 Min. -0.04 CONC3 Top 0.00 0.62 CONC2 Top 0.00 Max. 0.18 CONC2 Bot 0.01 1.45 CONC1 Bot 0.06 SHELL45 Thickness = 0.67[in] Mechanical cover = 0.25[in] SHELL46 Thickness = 0.67[in] Mechanical cover = 0.25[in] Node As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' Node [Kip *ft/ft] [in2 /ft] [Kip *ft /ft] [in2 /ft] 62 Min. -1.69 CONC1 Top 0.08 -0.27 CONC1 Top 0.01 Max. -0.89 CONC2 Bot 0.00 -0.16 CONC2 Bot 0.00 FEM: 18: Min. -1.55 CONC1 Top 0.07 -0.22 CONC1 Top 0.01 Max. -0.49 CONC2 Bot 0.00 -0.11 CONC2 Bot 0.00 FEM: 214 Min. 0.18 CONC2 Top 0.00 0.36 CONC2 Top 0.00 Max. 0.39 CONC1 Bot 0.02 0.81 CONC1 Bot 0.04 FEM: 215 Min. -0.07 CONC3 Top 0.00 -0.55 CONC3 Top 0.02 Max. 0.12 CONC2 Bot 0.01 0.13 CONC2 Bot 0.01 90 Min. 0.14 CONC3 Top 0.00 0.51 CONC3 Top 0.00 Max. 0.38 CONC1 Bot 0.02 1.36 CONC1 Bot 0.06 FEM: 21E Min. -0.01 CONC1 Top 0.00 -0.43 CONC3 Top 0.02 Max. 0.00 CONC3 Bot 0.00 0.27 CONC2 Bot 0.01 63 Min. -0.02 CONC2 Top 0.00 -0.02 CONC2 Top 0.00 Max. 0.06 CONC3 Bot 0.00 0.03 CONC3 Bot 0.00 FEM: 21"; Min, -0.23 CONC1 Top 0.01 -0.64 CONC1 Top 0.03 Max. -0.12 CONC2 Bot 0.00 -0.23 CONC3 Bot 0.00 91 Min. -0.21 CONC1 Top 0.01 -1.75 CONC1 Top 0.08 Max. -0.05 CONC3 Bot 0.00 -0.70 CONC3 Bot 0.00 As parallel to 3' As parallel to 1' M11' Ic As3' M33' lc As1' [Kip *ft/ft] [in2 /ft] [Kip *ft/ft] [in2 /ft] 63 Min, -0.08 CONC3 Top 0.00 -0.04 CONC1 Top 0.00 Max. -0.01 CONC2 Bot 0.00 -0.02 CONC3 Bot 0.00 FEM: 18' Min. -0.95 CONC2 Top 0.04 -0.20 CONC2 Top 0.01 Max. 1.02 CONC3 Bot 0.05 013 CONC3 Bot 0.01 FEM: 21'; Min. -0.16 CONC2 Top 0.01 -0.65 CONC1 Top 0.03 Max. -0.01 CONC3 Bot 0,00 -0.24 CONC3 Bot 0.00 FEM: 22',' Min. -0.22 CONC3 Top 0.01 -0.39 CONC3 Top 0.02 Max. 0.05 CONC2 Bot 0.00 0.05 CONC2 Bot 0.00 91 Min. -0.30 CONC1 Top 0.01 -1.72 CONC1 Top 0.08 Max. -0.09 CONC2 Bot 0.00 -0.67 CONC3 Bot 0.00 FEM: 221 Min. 0.00 CONC2 Top 0.00 -0.76 CONC3 Top 0.03 Max. 0.08 CONC3 Bot 0,00 0.26 CONC2 Bot 0.01 64 Min. -2.04 CONC2 Top 0,09 -0.37 CONC2 Top 0.02 Max. 1.86 CONC3 Bot 0.08 0.31 CONC3 Bot 0.01 FEM: 22C Min. -0.31 CONC3 Top 0.01 -0.24 CONC3 Top 0.01 Max. 0.25 CONC2 Bot 0.01 0.37 CONC'L • • :BAt : • • ®.0i • • • • • 92 Min. -0.18 CONC3 Top 0.01 -0.69 CON • :Tap : : ®.03 • • • Max. 0.14 CONC2 Bot 0.01 0.76 CONC2 • • :Bot.: • •b.01 : ••• • • Page16 • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • 000 • • • • .. • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • . • • • . • • • 000 • • • 000 • • SHELL47 Thickness = 0.67[in] Mechanical cover = 0.25[inj As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' Node [Kip *ft/ft] [in2 /ft] [Kip *ft/ft] [in2/ft] 64 Min. -2.14 CONC2 Top 0.10 -0.41 CONC2 Top 0.02 Max. 1.91 CONC3 Bot 0.09 0.38 CONC3 Bot 0.02 FEM: 20( Min. -1.32 CONC2 Top 0.06 -0.27 CONC2 Top 0.01 'Max. 0.13 CONC3 Bot 0.01 0.05 CONC3- Bot 0.00 FEM: 22( Min. -0.35 CONC3 Top 0.02 -0.28 CONC3 Top 0.01 Max. 0.28 CONC2 Bot 0.01 0.41 CONC2 Bot 0.02 FEM: 22f. Min. -0.38 CONC3 Top 0.02 -0.63 CONC3 Top 0.03 Max. 0.02 CONC2 Bot 0.00 0.23 CONC2 Bot 0.01 92 Min. -0.03 CONC3 Top 0.00 -0.58 CONC3 Top 0.03 Max. 0.07 CONC2 Bot 0.00 0.67 CONC2 Bot 0.03 FEM: 22' Min. -0.08 CONC3 Top 0.00 -1.11 CONC3 Top 0.05 Max. 0.03 CONC2 Bot 0.00 0.76 CONC2 Bot 0.03 57 Min. -1.83 CONC3 Top 0.08 -0.38 CONC3 Top 0.02 Max. 0.10 CONC2 Bot 0.00 0.01 CONC2 Bot 0.00 FEM: 22: Min. -0.19 CONC2 Top 0.01 -0.61 CONC2 Top 0.03 Max. 0.24 CONC3 Bot 0.01 0.81 CONC3 Bot 0.04 85 Min. -0.18 CONC2 Top 0.01 -1.68 CONC2 Top 0.08 Max. 0.36 CONC3 Bot 0.02 1.89 CONC3 Bot 0.08 SHELL48 Thickness = 0.67[1n1 Mechanical cover = 0.25[in] Node As parallel to 3' As parallel to 1' M11' le As3' M33' is As1' [Kip *ft/ft] [in2 /ft] [Kip *ft/ft] [in2/ft] 85 Min. -0.35 CONC3 Top 0.02 -1.90 CONC3 Top 0.09 Max. 0.14 CONC2 Bot 0.01 1.67 CONC2 Bot 0.07 FEM: 22E Min. -0.03 CONC2 Top 0.00 -0.83 CONC2 Top 0.04 Max. 0.08 CONC3 Bot 0.00 1,15 CONC3 Bot 0.05 FEM: 22: Min. -0.29 CONC3 Top 0.01 -0.81 CONC3 Top 0.04 Max. 0.19 CONC2 Bot 0.01 0.61 CONC2 Bot 0.03 FEM: 22E Min. 0.07 CONC2 Top 0.00 -0.25 CONC2 Top 0.01 Max. 0.24 CONC3 Bot 0.01 0.50 CONC3 Bot 0.02 57 Min. -0.11 CONC2 Top 0,01 -0.02 CONC2 Top 0.00 Max. 2.04 CONC3 Bot 0.09 0.44 CONC3 Bot 0.02 FEM: 16E Min. -1.28 CONC3 Top 0.06 -0.26 CONC3 Top 0.01 Max. 1.71 CONC2 Bot 0,08 0.34 CONC2 Bot 0.02 84 Min. -0.04 CONC2 Top 0.00 -0.70 CONC1 Top 0.03 Max. 0.01 CONC3 Bot 0.00 -0.13 CONC3 Bot 0.00 FEM: 22i Min. -0.16 CONC2 Top 0.01 -0.28 CONC2 Top 0.01 Max. 0.22 CONC3 Bot 0.01 0.02 CONC3 Bot 0.00 56 Min. -1,87 CONC3 Top 0.08 -0.35 CONC3 Top 0.02 Max. 2.19 CONC2 Bot 0.10 0.42 CONC2 Bot 0.02 Pagel? •• 000 • • • • • •• • • • • • • • • • •• 4100 00 • • • • 00 • 00- • •. • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • 000 • 000 • • • • 000 • • • • • • • • • - • • • 000 • • • • • • • • • • • • • • • • 0 • • • • • • • • 000 • • • 0 • • SHELL49 Thickness = 0.67[in] Mechanical cover = 0.25[in] M11' Ic As3' M33' Ic As1' Node [Kip *ft/ft] [in2/ft] [Kip *ft/tt] [in2 /ft] 56 Min. -2.09 CONC2 Top _ - 0.09 -0.40 CONC2 Top 0.02 Max. 1.65 CONC3 Bot 0.07 0.34 CONC3 Bot 0.01 FEM: 16f. Min. -0.91 CONC2 Top 0.04 -0.18 CONC2 Top 0.01 Max. 0.73 CONC3 Bot 0.03 0.04 CONC3 Bot 0.00 FEM: 22 Min. -0.18 CONC3 Top 0.01 0.03 CONC3 Top 0.00 Max. 0.14 CONC2 Bot 0.01- 0.28 CONC1 Bot 0.01 FEM: 231 Min. -0.21 CONC3 Top 0.01 -0.50 CONC3 Top 0.02 Max. -0.02 CONC2 Bot 0.00 0.03 CONC2 Bot 0.00 84 Min. -0.05 CONC3 Top 0.00 0.02 CONC3 Top 0.00 Max. 0.09 CONC2 Bot 0.00 0.72 CONC1 Bot 0.03 FEM: 23( Min. 0.01 CONC2 Top 0.00 -0.87 CONC3 Top 0.04 Max. 0.07 CONC1 Bot 0.00 0.19 CONC2 Bot 0.01 55 Min. -0.13 CONC3 Top 0.01 -0.06 CONC1 Top 0.00 Max. 0.00 CONC2 Bot 0.00 -0.02 CONC2 Bot 0.00 FEM: 22c Min. -0.27 CONC1 Top 0.01 -1.08 CONC1 Top 0.05 Max. -0.13 CONC3 Bot 0.00 -0.41 CONC2 Bot 0.00 83 Min. -0.40 CONC1 Top 0.02 -2.71 CONC1 Top 0.12 Max. -0.09 CONC2 Bot 0.00 -1.22 CONC2 Bot 0.00 SHELL50 Thickness = 0.67[in] Mechanical cover = 0.25[in] Node 83 Min. 0.16 CONC2 Top 0.00 1.22 CONC2 Top 0.00 Max. 0.41 CONC1 Bot 0.02 2.73 CONC1 Bot 0.12 FEM: 23'; Min. -0.04 CONC3 Top 0.00 -0.29 CONC2 Top 0.01 Max. 0.01 CONC2 Bot 0.00 0.67 CONC3 Bot 0.03 FEM: 229 Min. 0.11 CONC2 Top 0.00 0.41 CONC2 Top 0.00 Max. 0.35 CONC1 Bot 0.02 1.08 CONC1 Bot 0.05 FEM: 23 Min. -0.13 CONC2 Top 0.01 -0.14 CONC2 Top 0.01 Max. 0.14 CONC3 Bot .0.01 0.71 CONC3 Bot 0.03 55 Min. -0.13 CONC3 • Top 0.01 -0.04 CONC3 Top 0.00 Max. 0.03 CONC2 Bot 0.00 0.02 CONC2 Bot 0.00 FEM: 163 Min. 0.46 CONC2 Top 0.00 0.10 CONC2 Top 0.00 Max. 1.59 CONC1 Bot 0.07 0.21 CONC1 Bot 0.01 76 Min. -0.40 CONC1 Top 0.02 -1.60 CONC1 Top 0.07 Max. -0.16 CONC3 Bot 0.00 -0.67 CONC2 Bot 0.00 FEM: 23: Min. -0.45 CONC1 Top 0.02 -0.96 CONC1 Top 0.04 Max. -0.18 CONC2 Bot 0.00 -0.36 CONC2 Bot 0.00 48 Min. 0.85 CONC2 Top 0.00 0.16 CONC3 Top 0.00 Max. 1.82 CONC1 Bot 0.08 0.26 CONC1 Bot 0.01 SHELL51 Thickness = 0.67[in] Mechanical cover = 0.25[in] As parallel to 3' As parallel to 1' As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As [Kip *ft/ft] [in2/ft] [Kip *ftlft] [in2 /ft] • • As parallel to 3' As parallelto t •• • • • • •• • M11' Ic As3' M33' Ic •• ••• •• 'As1• • ••• Node [Kip *ft/ft] [in2 /ft] [Kip *ft/ft] [in2 /ft] 48 Min. -1.25 CONC2 Top 0.06 •• • ••• • • • .., -0.23 CO NC2' • Top. • : 001 Max. 2.04 CONC3 Bot 0.09 0.34 CONE3 • • *Bat • 0,02 • • • • • • • •. • • • • • • FEM: 161 Min. -0.84 CONC2 Top 0.04 -0.17 CONC2 To p• •0.01 • • • Page18 •• • •• • • • • • • • • • •• • . • • • • • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • zi J Max. 1.58 CONC3 Bot 0.07 0.30 CONC3 Bot 0.01 FEM: 23: Min. -0.24 CONC3 Top 0.01 0.32 CONC3 Top 0.00 Max. 0.27 CONC2 Bot 0.01 0.82 CONC1 Bot 0.04 FEM: 237 Min. 0.09 CONC3 Top 0.00 0.11 CONC2 Top 0.00 Max. 0.15 CONC1 Bot 0.01 0.44 CONC1 Bot 0.02 76 Min. 0.01 CONC3 Top 0.00 0.64 CONC2 Top 0.00 Max. 0.20 CONC1 Bot 0.01 1.69 CONC1 Bot 0.08 FEM: 23E Min. -0.12 CONC3 Top 0.01 0.19 CONC3 Top 0.00 Max. 0.02 CONC2 Bot 0.00 0.44 CONC1 Bot 0.02 53 Min. -0.04 CONC2 Top 0.00 -0.02 CONC2 Top 0.00 Max. 0.03 CONC3 Bot 0.00 0.02 CONC3 Bot 0.00 FEM: 23E Min. -0.18 CONC2 Top 0.01 -0.73 CONC2 Top 0.03 Max. 0.28 CONC3 Bot 0.01 0.88 CONC3 Bot 0.04 81 Min. -0.24 CONC2 Top 0.01 -1.59 CONC2 Top 0.07 Max. 0.41 CONC3 Bot 0.02 2.24 CONC3 Bot 0.10 SHELL52 Thickness = 0.67[in] Mechanical cover = 0.25[in) As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' Node [Kip • ft /ft] (in2/ft) [Kip "ft/ft] [in2 /ft] 81 Min. -0.18 CONC3 Top 0.01 -2.17 CONC3 Top 0.10 Max. 0.11 CONC2 Bot 0.00 1.58 CONC2 Bot 0.07 FEM: 23E Min. -0.03 CONC2 Top 0.00 -1.05 CONC2 Top 0.05 Max. 0.04 CONC3 Bot 0.00 0.88 CONC3 Bot 0.04 FEM: 23f. Min. -0.12 CONC3 Top 0.01 -0.88 CONC3 Top 0.04 Max. 0.14 CONC2 Bot 0.01 0.74 CONC2 Bot 0.03 FEM: 24C Min. -0.29 CONC2 Top 0.01 -0.55 CONC2 Top 0.02 Max. 0.12 CONC3 Bot 0.01 0.33 CONC3 Bot 0.01 53 Min. -0.53 CONC3 Top 0.02 -0.12 CONC3 Top 0.01 Max. 0.11 CONC2 Bot 0.00 0.02 CONC2 Bot 0.00 FEM: 15S Min. -0.98 CONC3 Top 0.04 -0.19 CONC3 Top 0.01 Max. 0.54 CONC2 Bot 0.02 0.11 CONC2 Bot 0.00 82 Min. -0.01 CONC2 Top 0.00 -0.44 CONC3 Top 0.02 Max. 0.02 CONC3 Bot 0.00 0.76 CONC2 Bot 0.03 FEM: 231: Min. 0.00 CONC2 Top 0.00 -0.17 CONC3 Top 0.01 Max. 0.06 CONC3 Bot 0.00 0.38 CONC2 Bot 0.02 54 Min. -0.52 CONC3 Top 0,02 -0.13 CONC3 Top 0.01 Max. 0.20 CONC2 Bot 0.01 0.04 CONC2 Bot 0.00 SHELL 53 Thickness = 0.67[in] Mechanical cover = 0.25[inj Node As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' [Kip "ft /ft] [in2/ft] [Kip *ft /ft] [in2 /ft] 54 Min. -0.01 CONC2 Top 0.00 -0.05 CONC2 Top • 0.00 Max. 0.00 CONC3 Bot 0.00 0.05 CONC3 Bot 0.00 FEM: 16( Min. -0.23 CONC2 Top 0.01 -0.07 CONC2 Top 0.00 Max. 0.25 CONC3 Bot 0.01 0.06 CONC3 Bot 0.00 FEM: 23c Min. -0.09 CONC2 Top 0.00 -0.39 CONC2 • • • Top • • 0.02 • • • Max. 0.08 CONC3 Bot 0.00 0.21 CONe3 • Bot • • 4.611 • • FEM: 24: Min. -0.03 CONC3 Top 0.00 0.01 COt1G3 •. Top: • :•�• • • • Max. 0.10 CONC2 Bot 0.00 0.15 CONG1 • • • 5oi i . ..1041 • ... Page19 •• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • e • • • • • 0 110 • • • • 0 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • •• •• ••• • • • 0 • • 82 Min. -0.15 CONC2 Top 0.01 -0.72 CONC2 Top 0.03 Max. 0.19 CONC3 Bot 0.01 0.42 CONC3 Bot 0.02 FEM:24; Min. -0.17 CONC3 Top 0.01 0.01 CONC3 Top 0.00 Max. 0.08 CONC2 Bot 0.00 0.23 CONC2 Bot 0.01 47 Min. -0.30 CONC2 Top 0.01 -0.07 CONC3 Top 0.00 Max. -0.11 CONC3 Bot 0.00 -0.03 CONC2 Bot 0.00 FEM: 241 Min. -0.02 CONC2 Top 0.00 -0.37 CONC2 Top 0.02 Max. 0.22 CONC3 Bot 0.01 1.07 CONC3 Bot 0.05 75 Min. -0.16 CONC2 Top 0.01 -1.06 CONC2 Top 0.05 Max. 0.47 CONC3 Bot 0.02 2.35 CONC3 Bot 0.11 SHELL54 Thickness = 0.67[in] Mechanical cover = 0.25[in] As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As Node [Kip *ft /ft] [in2 /ft] [Kip *ft /ft] [in2 /ft] 75 Min. -0.34 CONC1 Top 0.02 -2.24 CONC3 Top 0.10 Max. -0.04 CONC2 Bot 0.00 1.06 CONC2 Bot 0.05 FEM: 24 Min. 0.01 CONC2 Top 0.00 -0.58 CONC2 Top 0.03 Max. 0.08 CONC1 Bot 0.00 1.18 CONC3 Bot 0.05 FEM: 241 Min. -0.50 CONC3 Top 0.02 -1.17 CONC3 Top 0.05 Max. 0.01 CONC2 Bot 0.00 0.34 CONC2 Bot 0.02 FEM: 24E Min. 0.19 CONC2 Top 0.00 -0.14 CONC2 Top 0.01 Max. 0.53 CONC1 Bot 0.02 0.71 CONC3 Bot 0.03 47 Min. 0.87 CONC2 Top 0.00 0.14 CONC2 Top 0.00 Max. 2.38 CONC1 Bot 0.11 0.45 CONC1 Bot 0.02 FEM: 14E Min. -0.60 CONC3 Top 0.03 -0.12 CONC3 Top 0.01 Max. 1.88 CONC2 Bot 0.08 0.38 CONC2 Bot 0.02 74 Min. -0.03 CONC1 Top 0.00 -0.48 CONC2 Top 0.02 Max. -0.01 CONC2 Bot 0.00 1.26 CONC3 Bot 0.06 FEM:24t Min. 0.29 CONC2 Top 0.00 -0.16 CONC2 Top 0.01 Max. 0.51 CONC1 Bot 0.02 0.58 CONC3 Bot 0.03 46 Min. -1.07 CONC3 Top 0.05 -0.21 CONC3 Top 0.01 Max. 2.18 CONC2 Bot 0.10 0.43 CONC2 Bot 0.02 SHELL55 Thickness = 0.67[in] Mechanical cover = 0.25[in] Node As parallel to 3' As parallel to 1' M11' Ic As3' M33' k As1' [Kip *ft/ft] [in2 /ft] [Kip *ft/ft] [in2 /ft] 74 Min. -0.03 CONC1 Top 0.00 -0.48 CONC2 Top 0.02 Max. -0.01 CONC2 Bot 0.00 1.26 CONC3 Bot 0.06 FEM:24i Min. 0.01 CONC2 Top 0.00 -0.58 CONC2 Top 0.03 Max. 0.08 CONC1 Bot 0.00 1.18 CONC3 Bot 0.05 FEM: 24t Min. 0.29 CONC2 Top 0.00 -0.16 CONC2 Top 0.01 Max. 0.51 CONC1 Bot 0.02 0.58 CONC3 Bot 0.03 FEM:245. Min. 0.19 CONC2 Top 0.00 -0.14 CONC2 Top 0.01 Max. 0.53 CONC1 Bot 0.02 0.72 CONC3 Bot 0.03 46 Min. -1.07 CONC3 Top 0.05 -0.21 CONC3 Top 0.01 Max. 2.17 CONC2 Bot 0.10 0.43 CONC2 Bot 0.02 FEM:14c. Min. -0,59 CONC3 Top 0.03 -0.11 COPM ••: lops ••.o.d0. ••• Max. 1.87 CONC2 Bot 0.08 0.38 COAC2 .: B,o4: ::0d&: •• 77 Min. -0.34 CONC1 Top 0.02 -2.25 COI • •: lop: • • • 0. , r0 : • • • Page20 •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • •.• • • • • • • • • • • • • 1 ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Max. -0.04 CONC2 Bot 0.00 1.06 CONC2 Bot 0.05 FEM: 24f Min. -0.49 CONC3 Top 0.02 -1.18 CONC3 Top 0.05 Max. 0.01 CONC2 Bot 0.00 0.34 CONC2 Bot 0.02 49 Min. 0.88 CONC2 Top 0.00 0.14 CONC2 Top 0.00 Max. 2.35 CONC1 Bot 0.11 0.44 CONC1 Bot 0.02 SHELL56 Thickness = 0.67[in] Mechanical cover = 0.25[in] SHELL57 Thickness = 0.67[in] Mechanical cover = 0.25(in] Node As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' Node [Kip *ft/ft] [in2/ft] fKip*ft/ft] [in2 /ft] 49 Min. -0.31 CONC2 Top 0.01 -0.05 CONC3 Top 0.00 Max. -0.09 CONC3 Bot 0.00 -0.03 CONC1 Bot 0.00 FEM: 15i Min. -0.23 CONC2 Top 0.01 -0.07 CONC2 Top 0.00 Max. 0.26 CONC3 Bot 0.01 0.06 CONC3 Bot 0.00 FEM: 24( Min. -0.03 CONC2 Top 0.00 -0.37 CONC2 Top 0.02 Max. 0.22 CONC3 Bot 0.01 1.08 CONC3 Bot 0.05 FEM: 25'; Min. -0.02 CONC3 Top 0.00 0.02 CONC3 Top 0.00 Max. 0.10 CONC2 Bot 0.00 0.15 CONC1 Bot 0.01 77 Min. -0.16 CONC2 Top 0.01 -1.06 CONC2 Top 0.05 Max. 0.47 CONC3 Bot 0.02 2.36 CONC3 Sot 0.11 FEM: 251 Min. -0.16 CONC3 Top 0.01 0.02 CONC3 Top 0.00 Max. 0.08 CONC2 Bot 0.00 0.23 CONC2 Bot 0.01 51 Min. -0.01 CONC2 Top 0.00 -0.04 CONC2 Top 0.00 Max. 0.00 CONC3 Bot 0.00 0.04 CONC3 Bot 0.00 FEM: 25C Min. -0.09 CONC2 Top 0.00 -0.39 CONC2 Top 0.02 Max. 0.08 CONC3 Bot 0.00 0.21 CONC3 Bot 0.01 79 Min. -0.15 CONC2 Top 0.01 -0.72 CONC2 Top 0.03 Max. 0.19 CONC3 Bot 0.01 0.44 CONC3 Bot 0.02 As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' [Kip * eft] [in2/ft] [Kip *ft /ft] [in2/ft] 7 9 Min. -0.01 CONC2 Top 0.00 -0.46 CONC3 Top Max. 0.02 CONC3 Bot 0.00 0.76 CONC2 Bot FEM: 25; Min. -0.03 CONC2 Top 0.00 -1.05 CONC2 Top Max. 0.03 CONC3 Bot 0.00 0.88 CONC3 Bot FEM: 25C Min. 0.00 CONC2 Top 0.00 -0.17 CONC3 Top Max. 0.05 CONC3 Bot 0.00 0.38 CONC2 Bot FEM: 25f Min. -0.29 CONC2 Top 0.01 -0.54 CONC2 Top Max. 0.12 CONC3 Bot 0.01 0.32 CONC3 Bot 51 Min. -0.51 CONC3 Top 0.02 -0.12 CONC3 Top Max. 0.20 CONC2 Bot 0.01 0.04 CONC2 Bot FEM: 15t Min. -1.05 CONC3 Top 0.05 -0.20 CONC3 Top Max. 0.56 CONC2 Bot 0.03 0.11 CONC2 Bot 80 Min. -0.15 CONC3 Top 0.01 -1.96 CONC3 Top Max. 0.10 CONC2 Bot 0.00 1.54 CONC2 Bot FEM: 25' Min. -0.09 CONC3 Top 0.00 -0.77 CONC3 , • • T8 Max. 0.12 CONC2 Bot 0.01 0.71 CONC2 ', Bot, 52 Min. -0.55 CONC3 Top 0.02 -0.12 CONC3 „ Max. 0.13 CONC2 Bot 0.01 0.03 CONC2 Bot Page21 0.02 0.03 0.05 0.04 0.01 0.02 0.02 0.01 0.01 0.00 0.01 0.00 0.09 0.07 . 0 . • • .• • • • • • . D.o : •••• •. . • • • • • . .• .. 0.00 •• • ••• • • • • • • • • • • • • .. • • • • • • • • • . • • . • • • • • • • • • • • • • • • • • • • • • • •.. • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • ■• •• •• ••• • • • ••• • • SHELL58 Thickness = 0.67[in] Mechanical cover = 0.25[in] As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' Node [Kip *ft/ft] [in2 /ft] [Kip *ft /ft] [in2 /ft] 52 Min. -0.03 CONC2 Top . 0.00 -0.02 CONC2 Top 0.00 Max. 0.03 CONC3 Bot 0.00 0.02 CONC3 Bot 0.00 FEM: 15E Min. -0.80 CONC2 Top 0.04 -0.16 CONC2 Top 0.01 Max. 1.43 CONC3 Bot 0.06 0.27 CONC3 Bot 0.01 FEM: 25 Min. -0.18 CONC2 Top 0.01 -0.71 CONC2 Top 0.03 Max. 0.26 CONC3 Bot 0.01 0.78 CONC3 Bot 0.03 FEM: 258 Min. 0.09 CONC2 Top 0.00 0.09 CONC2 Top 0.00 Max. 0.15 CONC1 Bot 0.01 0.42 CONC1 Bot 0.02 80 Min. -0.24 CONC2 Top 0.01 -1.54 CONC2 Top 0.07 Max. 0.38 CONC3 Bot 0.02 2.02 CONC3 Bot 0.09 FEM: 257 Min. -0.13 CONC3 Top 0.01 0.24 CONC3 Top 0.00 Max. 0.03 CONC2 Bot 0.00 0.44 CONC1 Bot 0.02 50 Min. -1.22 CONC2 Top 0.05 -0.23 CONC2 Top 0.01 Max. 1.87 CONC3 Bot 0.08 0.32 CONC3 Bot 0.01 FEM: 25E Min. -0.16 CONC3 Top 0.01 0.27 CONC2 Top 0.00 Max. 0.24 CONC2 Bot 0.01 0.90 CONC1 Bot 0.04 78 Min. 0.09 CONC3 Top 0.00 0.43 CONC2 Top 0.00 Max. 0.23 CONC1 Bot 0.01 1.83 CONC1 Bot 0.08 SHELL59 Thickness = 0.67[in) Mechanical cover = 0.25[in] Node As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic [Kip *ft/ft] [in2 /ft] [Kip *ft/ft] 78 Min. -0.41 CONC1 Top 0.02 Max. -0.20 CONC3 Bot 0,00 FEM: 25E Min. -0.07 CONC3 Top 0.00 Max. 0.02 CONC2 Bot 0.00 FEM: 25E Min. -0.45 CONC1 Top 0.02 Max. -0.14 CONC2 Bot 0.00 FEM: 261 Min. -0.14 CONC2 Top 0.01 Max. 0.18 CONC3 Bot 0.01 50 Min. 0.84 CONC2 Top 0.00 Max. 1.77 CONC1 Bot 0.08 FEM: 191 Min. 0.47 CONC2 Top 0.00 Max. 1.49 CONC1 Bot 0.07 96 Min. 0.09 CONC2 Top 0.00 Max. 0.49 CONC1 Bot 0.02 FEM: 260 Min. 0.06 CONC2 Top 0.00 Max. 0.39 CONC1 Bot 0.02 68 Min. -0.15 CONC3 Top 0.01 Max. 0.06 CONC2 Bot 0.00 As1' [in2/ft] -1.75 CONC1 Top 0.08 -0.46 CONC2 Bot 0.00 -0.33 CONC2 Top 0.01 0.78 CONC3 Bot 0.03 -1.03 CONC1 Top 0.05 -0.24 CONC2 Bot 0.00 -0.17 CONC2 Top 0.01 0.76 CONC3 Bot 0.03 0.13 CONC3 Top 0.00 0.24 CONC1 Bot 0.01 0.11 CONC2 Top 0.00 0.21 CONC1 Bot 0.01 0.84 CONC2 Top 0.00 3.11 CONC1 Bot 0.14 0.23 CONC2 Top 0.00 1.24 CONC1 Bot 0.06 -0.03 CONC3 Top 0.00 0.03 CONC2 Bot 0.00 Page22 •• ••. • • • • • •• • • • • • • • •• ••• •• • • • •• .. • .•. • • • • • • • • • • • • •• • • • • • • • • • . . • • . • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • •• ••• • • • • • ••• • l[? SHELL 60 Thickness = 0.67[in] Mechanical cover = 0.25[in] Mil' Ic As3' M33' Ic As1' Node [Kip *ft/ft] [in2/ft] [Kip *ft /ft] [in2/ft] 68 Min. -0.13 CONC3 Top 0.01 -0.06 CONC1 Top 0.00 Max. 0.01 CONC2 Bot 0.00 -0.02 CONC2 Bot 0.00 FEM: 19',' Min. -0.94 CONC2 Top 0.04 -0.18 CONC2 Top 0.01 Max. 0.57 CONC3 Bot 0.03 0.01 CONC3 Bot 0.00 FEM:26( Min. -0.32 CONC1 Top 0.01 -1.24 CONC1 Top 0.06 Max. -0.12 CONC2 Bot 0.00 -0.23 CONC2 Bot 0.00 FEM: 26 Min. -0.25 CONC3 Top 0.01 -0.57 CONC3 Top 0.03 Max. 0.02 CONC2 Bot 0.00 0.05 CONC2 Bot 0.00 96 Min. -0.43 CONC1 Top 0.02 -3.09 CONC1 Top 0.14 Max. -0.04 CONC2 Bot 0.00 -0.84 CONC2 Bot 0.00 FEM: 26: Min. 0.00 CONC2 Top 0.00 -0.95 CONC3 Top 0.04 Max. 0.08 CONC3 Bot 0.00 0.25 CONC2 Bot 0.01 67 Min. -2.07 CONC2 Top 0.09 -0.40 CONC2 Top 0.02 Max. 1.38 CONC3 Bot 0.06 0.29 CONC3 Bot 0.01 FEM: 26 Min. -0.13 CONC3 Top 0.01 0.14 CONC2 Top 0.00 Max. 0.14 CONC2 Bot 0.01 0.45 CONC1 Bot 0.02 95 Min. -0.01 CONC3 Top 0.00 0.39 CONC2 Top 0.00 Max. 0.12 CONC1 Bot 0.01 1.09 CONC1 Bot 0.05 SHELL Thickness = 0.67[in] Mechanical cover = 0.25[in] Node SHELL62 Thickness = 0.67[in] Mechanical cover = 0.25[in] Node 69 FEM: 19E M1•' Ic As parallel to 3' As parallel to 1' As parallel to 3' As parallel to 1' As3' M33' Ic [Kip *ft /ft] [in2 /ft] [Kip *ft /ft] 95 Min. -0.05 CONC2 Top 0.00 -1.04 CONC1 Top 0.05 Max. 0,00 CONC3 Bot 0.00 -0.25 CONC2 Bot 0.00 FEM: 265 Min. -0.04 CONC2 Top 0,00 -0.89 CONC2 Top 0.04 Max. 0.12 CONC3 Bot 0.01 1.25 CONC3 Bot 0.06 FEM: 26'; Min. -0.18 CONC2 Top 0.01 -0.44 CONC1 Top 0.02 Max. 0.19 CONC3 Bot 0.01 -0.19 CONC2 Bot 0.00 FEM: 267 Min. 0.08 CONC2 Top 0.00 -0.28 CONC2 Top 0.01 Max. 0.24 CONC3 Bot 0.01 0.55 CONC3 Bot 0.02 67 Min. -1.77 CONC3 Top 0.08 -0.32 CONC3 Top 0.01 Max. 2.24 CONC2 Bot 0.10 0.43 CONC2 Bot 0.02 FEM: 19E Min. -1.31 CONC3 Top 0.06 -0.26 CONC3 Top 0.01 Max. 1.70 CONC2 Bot 0.08 0.34 CONC2 Bot 0.02 97 Min. -0.48 CONC3 Top 0.02 -1.86 CONC3 Top 0.08 Max. 0.19 CONC2 Bot 0.01 1.68 CONC2 Bot 0.08 FEM: 26E Min. -0.30 CONC3 Top 0.01 -0.79 CONC3 Top 0.04 Max. 0.17 CONC2 Bot 0.01 0.62 CONC2 Bot 0.03 69 Min. -0.14 CONC2 Top 0.01 -0,03 CONC2 Top 0.00 Max. 2.05 CONC3 Bot 0.09 0.44 CONC3 Bot 0.02 As parallel to 3' Mil' Ic As3' M33' lc As1' [Kip *ft /ft] [in2 /ft] [Kip *ft/ft] [in2 /ft] ar __ ._ a . • .-- _ - �- -. • • • • Min. -1.75 CONC3 Top 0.08 -0.36 COt'tt • • Top • • 0 • • •• ••• • • •• ••• • Max. 0.13 CONC2 Bot 0.01 0.02 COMC2 • • Bot • • 4.00 • • • • • • • • • Min. -1.33 CONC2 Top 0.06 -0.27 CONC2 Top 0.01 Page23 As1' [in2 /ft] • •• ••• • • • • • •• • • • • • As $ tatlel to�t'�_ • • • • ••• • • • • ••• • - • • • • • • • • • • • ••• • • - • • • • • • • • • • • •• •• • • • • • • • ••• • • • • • ••• • • Max. 0.29 CONC3 Bot 0.01 0.08 CONC3 Bot 0.00 FEM: 26t Min. -0.17 CONC2 Top 0.01 -0.61 CONC2 Top 0.03 Max. 0.23 C0NC3 Bot 0.01 0.79 CONC3 Bot 0.04 FEM: 27( Min. -0.36 CONC3 Top 0.02 -0.64 C0NC3 Top 0.03 Max. 0.01 CONC2 Bot 0.00 0.26 C0NC2 Bot 0.01 97 Min. -0.23 CONC2 Top 0.01 -1.69 C0NC2 Top 0.08 Max. 0.45 CONC3 Bot 0.02 1.85 C0NC3 Bot 0.08 FEM: 261: Min. -0.10 CONC3 Top 0.00 -1.19 C0NC3 Top 0.05 Max. 0.04 CONC2 Bot 0.00 0.84 CONC2 Bot 0.04 66 Min. -2.16 CONC2 Top 0.10 -0.40 C0NC2 Top 0.02 Max. 1.91 CONC3 Bot 0.09 0.38 C0NC3 Bot 0.02 FEM: 26E Min. -0.28 CONC3 Top 0.01 0.02 C0NC3 Top 0.00 Max. 0.28 CONC2 Bot - 0.01 0.33 C0NC1 Bot 0.01 94 Min. -0.01 CONC3 Top 0.00 0.09 CONC3 Top 0.00 Max. 0.07 CONC2 Bot 0.00 0.61 C0NC1 Bot 0.03 SHELL63 Thickness = 0.67[in] Mechanical cover = 0.25[in) As parallel to 3' As parallel to 1' M11' lc As3' M33' is As1' Node [Kip *ft/ft] [in2 /ft] [Kip *ft/ft] [in2 /ft] 66 Min. -1.98 CONC2 Top 0.09 -0.36 C0NC2 Top 0.02 Max. 1.67 CONC3 Bot 0.07 0.28 CONC3 Bot 0.01 FEM: 18E Min. -0.96 CONC2 Top 0.04 -0.20 C0NC2 Top 0.01 Max. 0.85 CONC3 Bot 0.04 0.10 CONC3 Bot 0.00 FEM: 26E Min. -022 CONC3 Top 0.01 0.07 CONC3 Top 0.00 Max. 0.23 CONC2 Bot 0.01 0.36 C0NC1 Bot 0.02 FEM: 27: Min. -0.23 CONC3 Top 0.01 -0.44 CONC3 Top 0.02 Max. 0.08 C0NC2 Bot 0.00 0.07 CONC2 Bot 0.00 94 Min. -0.14 CONC3 Top 0.01 -0.01 CONC3 Top 0.00 - Max. 0.16 CONC2 Bot 0.01 0.60 CONC1 Bot 0.03 FEM: 27'; Min. -0.01 CONC2 Top 0.00 -0.81 CONC3 Top 0.04 Max. 0.09 CONC3 Bot 0.00 0.30 CONC2 Bot 0.01 65 Min. -0.09 CONC3 Top 0.00 -0.04 CONC1 Top 0.00 Max. 0.01 CONC2 Bot 0.00 -0.02 CONC2 Bot 0.00 FEM: 271 Min. -0.20 CONC1 Top 0.01 -0.82 CONC1 Top 0.04 Max. -0.11 CONC3 Bot 0.00 -0.24 CONC2 Bot 0.00 93 Min. -0.33 CONC1 Top 0.01 -2.09 CONC1 Top 0.09 Max, -0.04 CONC2 Bot 0.00 -0.82 CONC2 Bot 0.00 SHELL64 Thickness = 0.67[in] Mechanical cover = 0.25[in] Node As parallel to 3' As parallel to 1' M11' lc As3' M33' lc As1' [Kip *ft/ft] [in2 /ft] [Kip *ft/ft] [in2 /ft] 65 Min. -0.05 CONC2 Top 0.00 -0.02 CONC2 Top 0.00 Max. 0.08 CONC3 Bot 0.00 0.02 CONC3 Bot 0.00 FEM: 18c Min. -1.43 CONC1 Top 0.06 -0.21 CONC1 Top 0.01 Max. -0.51 CONC2 Bot 0.00 -0.11 CONC2 Bot 0.00 FEM: 271 Min. -0.26 CONC1 Top 0.01 -0.81 CONC1. • • or . • 044 . Max. -0.07 CONC2 Bot 0.00 -0.24 CONC2• Bet •. 11.4 • FEM: 27( Min. -0.11 CONC3 Top 0.00 0.59 C • • �p : ::.03 : • Max. 0.14 CONC2 Bot 0.01 0.16 CONC2 • Bot 01)1 Page24 • • • • .. • .. • ... • • • • • • • • • • • • .• • • • • • • • • . . . • . . • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • •.. • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • .• .. ••• • • • • ••• • • 4q 93 Min. -0.30 CONC1 Top 0.01 -2.11 CONC1 Top Max. -0.09 CONC2 Bot 0.00 -0.82 CONC2 Bot FEM: 27t Min. -0.02 CONC2 Top 0.00 -0.53 CONC3 Top Max. 0.02 CONC3 Bot 0.00 0.32 CONC2 Bot 58 Min. -1.61 CONC1 Top 0.07 -0.25 CONC1 Top Max. -0.89 CONC2 Bot 0.00 -0.13 CONC3 Bot FEM: 274 Min. 0.15 CONC2 Top 0.00 0.23 CONC2 Top Max. 0.40 CONC1 Bot 0.02 0.89 CONC1 Bot 86 Min. 0.19 CONC3 Top 0.00 0.41 CONC2 Top Max. 0.39 CONC1 Bot 0.02 1.52 CONC1 Bot SHELL65 . Thickness = 0.67[in] Mechanical cover = 0.25[in] Node As parallel to 3' M11' Ic As3' M33' Ic As1' [Kip *ft /ft] [in2 /ft] [Kip *ft /ft] [in2 /ft] 58 Min. -1.16 CONC2 Top 0.05 -0.22 CONC2 Top 0.01 Max. 1.75 CONC3 Bot 0,08 0.29 CONC3 Bot 0.01 FEM: 20' Min. -0.76 CONC2 Top 0.03 -0.16 CONC2 Top 0.01 Max. 1.36 CONC3 Bot 0.06 0.26 CONC3 Bot 0.01 FEM: 27' Min. -0.17 CONC3 Top 0.01 0.25 CONC2 Top 0.00 Max. 0.23 CONC2 Bot 0.01 0.77 CONC1 Bot 0.03 FEM: 279 Min. 0.05 CONC3 Top 0.00 0.11 CONC2 Top 0.00 Max. 0.11 CONC1 Bot 0.00 0.34 CONC1 Bot 0.02 86 Min. 0.04 CONC3 Top 0.00 0.39 CONC2 Top 0.00 Max. 0.18 CONC1 Bot 0.01 1.59 CONC1 Bot 0,07 FEM: 27E Min. -0.11 CONC3 Top 0.00 0.11 CONC3 Top 0,00 Max. 0.03 CONC2 Bot 0.00 0.34 CONC2 Bot 0.02 70 Min. -0.03 CONC2 Top 0.00 -0.02 CONC2 Top 0.00 Max. 0.02 CONC3 Bot 0.00 0.02 CONC3 Bot 0.00 FEM: 277 Min. -0.17 CONC2 Top 0.01 -0.67 CONC2 Top 0.03 Max. 0.22 CONC3 Bot 0.01 0.64 CONC3 Bot 0.03 98 Min. -0.23 CONC2 Top 0.01 -1.45 CONC2 Top 0.06 Max. 0.33 CONC3 Bot 0.01 1.71 CONC3 Bot 0.08 SHELL66 Thickness = 0.67[in] Mechanical cover = 0.25[in] Node As parallel to 3' M11' Ic As3' [Kip *ft /ft] [in2 /ft] 70 Min. -0.12 CONC2 Top 0.01 Max. 0.49 CONC3 Bot 0.02 FEM: 20', Min. -0.59 CONC2 Top 0.03 Max. 1.16 CONC3 Bot 0.05 FEM: 27i Min. -0.11 CONC2 Top 0.01 Max. 0.07 CONC3 Bot 0.00 FEM:28' Min. -0.12 CONC3 Top 0.01 Max. 0,29 CONC2 Bot 0.01 98 Min. -0.08 CONC2 Top 0.00 Max. 0.12 CONC3 Bot 0.01 FEM: 281 Min. -0.02 CONC3 Top 0.00 Max. 0.02 CONC2 Bot 0.00 71 Min, -0.20 CONC2 Top 0.01 As parallel to 1' As parallel to 1' 0.09 0.00 0.02 0.01 0.01 0.00 0.00 0.04 0.00 0.07 M33' Ic As1' [Kip *ft/ft] [in2 /ft] -0.03 CONC2 Top 0.00 0.11 CONC3 Bot 0.00 -0.12 CONC2 Top 0.01 0,22 CONC3 Bot 0.01 -0.67 CONC2 Top 0.03 0.63 CONC3 Bot 0.03 -0.31 CONC3 Top 0.01 0,54 CONC2 Bot 0.02 -1.45 CONC2 Top 0.06 1.67 CONC3 • • • •• �•t • • 0.07 • • • • -0.87 CONC3: Top "•. d -Oo 1.05 CONC2 • • �et . . x.03 • ` • " -0.04 CONC2 • • top • • O U0 • • • • Page25 •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Max. 0.52 CONC3 Bot 0.02 0.12 CONC3 Bot 0.01 FEM: 28( Min. -0.05 CONC3 Top 0.00 -0.38 CONC2 Top 0.02 Max. 0.00 CONC2 Bot 0.00 0.19 CONC3 Bot 0.01 99 Min. -0.01 CONC3 Top 0.00 -0.77 CONC2 Top 0.03 Max. 0.01 CONC2 Bot 0.00 0.53 CONC3 Bot 0.02 SHELL67 Thickness = 0.67[in] Mechanical cover = 0.25[in] As parallel to 3' M11' Ic As3' M33' Ic Node [Kip *ft /ft] [in2 /ft] [Kip *ft /ft] SHELL6B Thickness = 0.67tinJ Mechanical cover = 0.25[in] As parallel to 3' As parallel to 1' Page26 As parallel to 1' As1' [in2/ft] 71 Min. -0.01 CONC2 Top 0.00 -0.04 CONC2 Top 0.00 Max. 0.01 CONC3 Bot 0.00 0.03 CONC3 Bot 0.00 FEM: 20: Min. -0.23 CONC2 Top 0.01 -0.07 CONC2 Top 0.00 Max. 0.23 CONC1 Bot 0.01 0.06 CONC3 Bot 0.00 FEM: 28C Min. -0.09 CONC2 Top 0.00 -0.39 CONC2 Top 0.02 Max. 0.08 CONC3 Bot 0.00 0.23 CONC3 Bot 0.01 FEM: 28f. Min. -0.01 CONC3 Top 0.00 0.04 CONC3 Top 0.00 Max. 0.10 CONC2 Bot 0.00 0.17 CONC1 Bot 0.01 99 Min. -0.15 CONC2 Top 0.01 -0.74 CONC2 Top 0.03 Max. 0.19 CONC3 Bot 0.01 0.51 CONC3 Bot 0.02 FEM: 28' Min. -0.17 CONC3 Top 0.01 0.06 CONC3 Top 0.00 Max. 0.08 CONC2 Bot 0.00 0.22 CONC2 Bot 0.01 59 Min. -0.31 CONC2 Top 0.01 -0.06 CONC3 Top 0.00 Max. -0.08 CONC3 Bot 0.00 -0.03 CONC2 Bot 0.00 FEM: 28: Min. -0.03 CONC2 Top 0.00 -0.39 CONC2 Top 0.02 Max. 0.23 CONC3 Bot 0.01 1.14 CONC3 Bot 0.05 87 Min. -0.16 CONC2. Top 0.01 -1.09 CONC2 Top 0.05 Max. 0,48 CONC3 Bot 0.02 2.44 CONC3 Bot 0.11 M11' Ic As3' M33' lc As1' Node [Kip *ft/ft] [1n2/ft] [Kip *ft/ft] [in2 /ft] 59 Min. -2.46 CONC1 Top 0.11 -0.46 CONC1 Top 0.02 Max. -0.85 CONC2 Bot 0.00 -0,14 CONC2 Bot 0.00 FEM: 17' Min. -1.82 CONC2 Top 0.08 -0.37 CONC2 Top 0.02 Max. 0.40 CONC3 Bot 0.02 0.08 CONC3 Bot 0.00 FEM: 28: Min. -0,02 CONC2 Top 0.00 -0.36 CONC2 Top 0.02 Max. 0.52 CONC3 Bot 0.02 1.25 CONC3 Bot 0.06 FEM: 28E Min. -0.57 CONC1 Top 0.03 -0.77 CONC3 Top 0.03 Max. -0.18 CONC2 Bot 0.00 0.16 CONC2 Bot 0.01 87 Min. 0.04 CONC2 Top 0,00 -1.08 CONC2 Top 0.05 Max. 0.36 CONC1 Bot 0.02 2.33 CONC3 Bot 0.10 FEM: 287 Min. -0.09 CONC1 Top 0.00 -1.23 CONC3 Top 0.05 Max. -0.01 CONC2 Bot 0.00 0.60 CONC2 Bot 0,03 60 Min. -2.18 CONC2 Top 0.10 -0,43 CONC2 Top 0.02 Max. 1.08 CONC3 Bot 0.05 0.21 CONC3 Bot 0.01 FEM: 28( Min. -0.56 CONC1 Top 0.02 -0.60 CONC3 • • • •t'Op : : 00% Max. -0.28 CONC2 Bot 0.00 0.16 CONC2 • • Bat, •. • d0 • 88 Min. 0.01 CONC2 Top 0.00 -1.31 CONC3 • • • To • . • 006. Max. 0.03 CONC1 Bot 0.00 0.50 CONC2 Bot 0.02 • • • • • • • • • ••• • • • • • •• •• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHELL69 Thickness = 0.67(in] Mechanical cover = 0.25[in] As parallel to 3' M11' Ic As3' M33' Ic As1' Node [Kip *ft /ft] [in2 /ft] [Kip *ft /ft] [in2 /ft] 60 Min. -2.18 CONC2 Top 0.10 -0.43 CONC2 Top 0.02 Max. 1,08 CONC3 Bot 0.05 0.21 CONC3 Bot 0.01 FEM: 177 Min. -1.83 CONC2 Top 0.08 -0.37 CONC2 Top 0.02 Max. 0.42 CONC3 Bot 0.02 0.08 CONC3 Bot 0.00 FEM: 28E Min. -0.56 CONC1 Top 0.02 -0.60 CONC3 Top 0.03 Max. -0.28 CONC2 Bot 0.00 0.16 CONC2 Bot 0.01 FEM: 291 Min. -0.57 CONC1 Top 0.03 -0.77 CONC3 Top 0.03 Max. -0.18 CONC2 Bot 0.00 0.16 CONC2 Bot 0.01 88 Min. 0.01 CONC2 Top 0.00 -1.31 CONC3 Top 0.06 Max. 0.03 CONC1 Bot 0.00 0.50 CONC2 Bot 0.02 FEM:29( Min. -0.09 CONC1 Top 0.00 -1.22 CONC3 Top 0.05 Max. -0.01 CONC2 Bot 0,00 0.60 CONC2 Bot 0.03 61 Min. -2.49 CONC1 Top 0.11 -0.47 CONC1 Top 0.02 Max. -0.85 CONC2 Bot 0.00 -0.13 CONC2 Bot 0.00 FEM: 2K Min. -0.02 CONC2 Top 0.00 -0.35 CONC2 Top 0.02 Max. 0.52 CONC3 Bot 0.02 1.24 CONC3 Bot 0.06 89 Min. 0.04 CONC2 Top 0.00 -1.08 CONC2 Top 0.05 Max. 0.36 CONC1 Bot 0.02 2.32 CONC3 Bot 0.10 SHELL70 Thickness = 0.67[in] Mechanical cover = 0.25[in] Node M11' Ic [Kip *ft /ft] As parallel to 3' Asa' M33' lc (in2 /ft] [Kip *ft /ft] As1' [in2 /ft] As parallel to 1' 61 Min. -0.31 CONC2 Top 0.01 -0.08 CONC3 Top 0.00 Max. -0.12 CONC3 Bot 0.00 -0.03 CONC2 Bot 0.00 FEM: 20£ Min. -0.23 CONC2 Top 0.01 -0.08 CONC2 Top 0.00 Max. 0.22 CONC3 Bot 0.01 0.06 CONC3 Bot 0.00 FEM: 28E Min. -0.03 CONC2 Top 0.00 -0.38 CONC2 Top 0.02 Max. 0.23 CONC3 Bot 0.01 1.13 CONC3 Bot 0.05 FEM: 29: Min. -0.01 CONC3 Top 0.00 0.03 CONC3 Top 0.00 Max. 0.10 CONC2 Bot 0.00 0.17 CONC1 Bot 0.01 89 Min. -0.16 CONC2 Top 0.01 . -1.08 CONC2 Top 0.05 Max. 0.49 CONC3 Bot 0.02 2.43 CONC3 Bot 0.11 FEM: 29; Min. -0.17 CONC3 Top 0.01 0.05 CONC3 Top 0.00 Max. 0.08 CONC2 Bot 0.00 0.22 CONC2 Bot 0.01 72 Min. -0.01 CONC2 Top 0.00 -0.05 CONC2 Top 0.00 Max. 0.01 CONC3 Bot 0.00 0.05 CONC3 Bot 0.00 FEM: 21; Min. -0.09 CONC2 Top 0.00 -0.39 CONC2 Top 0.02 Max. 0.08 CONC3 Bot 0.00 0.23 CONC3 Bot 0.01 100 Min. -0.15 CONC2 Top 0.01 -0.73 CONC2 Top 0.03 Max. 0.19 CONC3 Bot 0.01 0.48 CONC3 Bot 0.02 Page27 As parallel to 1' • • •• • • • • • •• • • • • • • • • •• • ••• •• • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 51- • • • • . • • • • • • • • • • • • e • • • •• ••• •• • • • •• •• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • finite element model • • .. ... • • • • • • . • • • • • . . . . . ... • •• ... •. • • • .. • . • ... • • • • .. • • • • • • .. • • • • • • • • . . . . . . • • • • • • • • • • .. • • • • ... • ... • • • • ... • • • • • . • • • • • • ... • • • • .. .. • • • • • • .. .. • • • .. .. ... • • • ... • • finite element model__ 00 410 • • • • • • • • • • .. .41. 00 • • • .. .. • .0. • • • • • • • • • • • . • . . • . . . • • • • • • • • • • • • • • • • • • 4141. • .00 • • • • .00 • • • • • • • • • • • • • . • 0 • • • • 00 0. • • • .. .. .0. • • • 4100 • • 65 Local Axes of shells Notes: Node 132 32 136 SHELL96 Thickness = 0.83[in] Mechanical cover = 0.25[in] Plate reinforced concrete design in local axes Vertical Horizontal Load conditions to be included in design : CONC1= 1.4DL +1.7w +1.4EA CONC2= 1.4DL +1.7b11 +1.7EA CONC3= 1.4DL +1.7w Analysis Results - Design per ACI 318 -99 - Membrane forces are ignored in the design - "Bot" is the bottom edge of the plate ( -t/2) - "Top" is the top edge of the plate ( +t/2) - "ec" is the controlling load condition - Face +t/2 is in compression if bending moments are positive - Large rebar areas (in the order of 1 E20) indicate an error in the design due to insufficient thickness of the shell or insufficient strength of the material - Minimun rebar is not calculated (7.12.2.1) As parallel to 3' As parallel to 1' M11' lc As3' M33' lc As1' Node [Kip *ft /ft] [in2 /ft] [Kip *ft /ft] [in2 /ft] 133 Min. -0.32 CONC2 Top 0.01 -0.60 CONC2 Top 0.02 Max. -0.06 CONC3 Bot 0.00 2.21 CONC1 Bot 0.07 131 Min. -0.26 CONC2 Top 0.01 -0.53 CONC3 Top 0.02 Max. 1.41 CONC1 Bot 0.05 0.02 CONC1 Bot 0.00 132 Min. -0.56 CONC2 Top 0,02 -0.87 CONC2 Top 0.03 Max. 1.70 CONC1 Bot 0.05 3.01 CONC1 Bot 0.10 32 Min. -0.65 CONC2 Top 0.02 -0.47 CONC2 Top 0.01 Max. 1.62 CONC1 Bot 0.05 2.31 CONC1 Bot 0.07 SHELL 98 Thickness = 0.83[in] •• ••• • • • • • •• Mechanical cover = 0.25[1n] • As parallel to 3' As parallertc 1' •. • •. . • •. • • • Mil' lc As3' M33' lc .•. •.: 44 •.. • • ..• [Kip *ft/ft] [in2 /ft] [Kip *ft /ft] [in2 /ft] Min. -0,60 CONC2 Top 0.02 -0.88 CONC2 • • • Top • 613 ••• Max. 1.88 CONC1 Bot 0.06 3.05 CONC1 • • • Bit . • 0.10 Min. -0.57 CONC2 Top 0.02 -0.45 CONC2 • • • Top • to ••• Max. 1.18 CONC1 Bot 0.04 2.23 CONC1 Bot 0.07 Min. -0.63 CONC2 Top 0.02 -0.54 CONC2 Top 0.02 Max. 1.38 CONC3 Bot 0.04 1.57 CONC1 a tot • b.OS : •: • • • • ••• • • • • • • • • Pagel • • • • • • • • • • • • • • • ••• • • • • • • • •• • 134 Min. -0.50 CONC2 Top 0.02 -0.21 CONC2 Top 0.01 Max. 2.96 CONC1 Bot 0.09 0.84 CONC1 Bot 0.03 SHELL101 Thickness = 0.83[in] Mechanical cover = 0.25[in] As parallel to 3' As parallel to 1' M11' Ic As3' M33' is As1' Node [Kip *ft /ft] [in2 /ft] [Kip *ft/ft] [in2 /ft] 32 Min. -0.50 CONC2 Top 0.02 Max. 0.99 CONC1 Bot • 139 Min. -0.47 CONC2 Top Max. 0.69 CONC1 Bot 134 Min. -0.56 CONC2 Top Max. 3.44 CONC1 Bot 140 Min. -1.19 CONC3 Top Max. -0.05 CONC2 Bot 0.00 SHELL104 Thickness = 0.83[in] Mechanical cover = 0.25[in] 0.03 0.02 0.02 0.02 0.04 -0.28 CONC2 Top 0.01 1.56 CONC1 Bot 0.05 -0.14 CONC2 Top 0.00 2.28 CONC1 Bot 0.07 -0.72 CONC2 Top 0.02 2.57 CONC1 Bot 0.08 -2.65 CONC3 Top 0.08 0.59 CONC2 Bot 0.02 As parallel to 3' As parallel to 1' M11' Ic As3' M33' Ic As1' Node [Kip *ft/ft] [in2 /ft] [Kip *ft /ft] [in2 /ft] 32 Min. -0.59 CONC2 Top 0.02 -0.28 CONC2 Top 0.01 Max. 1.46 CONC1 Bot 0.05 1.55 CONC1 Bot 0.05 131 Min. -0.32 CONC2 Top 0.01 -0.59 CONC2 Top 0.02 Max. 1.82 CONC1 Bot 0.06 1.77 CONC1 Bot 0.06 139 Min. -0.42 CONC2 Top 0.01 -0.09 CONC2 Top 0.00 Max. 0.30 CONC1 Bot 0.01 1.89 CONC1 Bot 0.06 141 Min. -2.07 CONC3 Top 0.07 -2.74 CONC3 Top 0.09 Max. 0.07 CONC2 Bot 0.00 0.55 CONC2 Bot 0.02 Paget .. ... • • • • • .. • • • • • • • • • .. ... .. • • • • . •• • ••• • • • • • • • • • • • • •. • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • . • •• •• ••• • • • •• • • •• ••• • • • • • •• • •• • • •• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • finite element model j Nodal displacements envelope Note.- Ic is the controlling Ioad Nodal displacements envelope for : DC1= DL +w +EA DC2= DL +b11 +EA DC3= DL +w +EA DC4 =DL +w Node 134 Max 0.001 DC4 136 Max Min 0.000 DC2 0.000 DC1 Analysis Results Translation Rotation X Ic Y Ic Z Ic Rx lc Ry Ic Rz Ic [in] [in] [in] [Rad] [Rad] [Rad] 32 Max 0.001 DC4 0.001 DC2 0.000 DC1 0.00001 DC2 0.00000 DC2 0.00008 DC1 Min 0.000 DC2 -0.013 DC1 0.000 DC2 - 0.00005 DC1 0.00000 DC1 - 0.00003 DC2 140 Max 0.001 DC4 0.000 DC2 0.000 DC1 - 0.00001 DC2 0.00000 DC2 0.00005 DC1 Min 0.000 DC2 -0.012 DC1 0.000 DC4 - 0.00005 DC4 0.00000 DC4 - 0.00003 DC2 0.00009 DC1 0.00000 DC2 0.00002 DC1 Min 0.000 DC2 -0.013 DC1 0.000 DC4 - 0.00002 DC2 0.00000 DC4 - 0.00002 DC2 0.001 DC4 0.001 DC2 0.000 DC1 0.00004 DC4 0.00000 DC2 0.00000 DC2 0.000 DC2 -0.013 DC1 0.000 DC4 - 0.00002 DC2 0.00000 DC4 - 0.00004 DC1 132 Max 0.001 DC4 0.001 DC2 0.000 DC2 0.00001 DC2 0.00000 DC4 0.00001 DC2 Min 0.000 DC2 ( DC1 0.000 DC1 - 0.00005 DC1 0.00000 DC2 - 0.00011 DC1 133 Max 0.001 DC4 0.001 DC2 0.000 DC4 0.00003 DC2 0.00000 DC4 0.00000 DC2 Min 0.000 DC2 -0.011 DC1 0.000 DC1 - 0.00006 DC4 0.00000 DC2 - 0.00005 DC1 ---------------- -- -- - - -- 131 Max 0.001 DC4 0.000 DC2 0.000 DC4 0.00003 DC2 0.00000 DC4 0.00003 DC1 Min 0.000 DC2 -0.010 DC1 0.000 DC2 - 0.00012 DC1 0.00000 DC2 - 0.00002 DC2 141 Max 0.001 DC4 0.000 DC2 0.000 DC4 0.00002 DC2 0.00000 DC2 0.00005 DC1 Min 0.000 DC2 -0.011 DC1 0.000 DC2 - 0.00003 DC1 0.00000 DC1 - 0.00003 DC2 139 Max 0.001 DC4 0.000 DC2 0.000 DC1 0.00001 DC2 0.00000 DC2 0,00014 DC1 Min 0.000 DC2 -0.011 DC1 0.000 DC2 - 0.00004 DC1 0,00000 DC4 - 0.00003 DC2 130 Max 0.001 DC4 0.000 DC2 0.000 DC4 0.00003 DC2 0.00000 DC4 0.00000 DC4 Min 0.000 DC2 - 0.009 DC1 0.000 DC1 - 0.00005. DC4 0.00000 DC2 0.00000 DC1 10 Max 0,001 DC4 -0.001 DC2 0.000 DC2 0.00003 DC2 0.00000 DC2 - 0.00001 DC2 Min 0.000 DC2 -0.007 DC1 0.000 DC1 - 0.00004 DC1 0.00000 DC1 - 0.00004 DC4 --- _ -m 16 --------- _ • ___ • • • 115 Max 0.001 DC4 _ 0.001 DC2 0.000 DC2 0.00000 DC4 : 0.0000: • 1C2 : :0.:0401: DC2 Min 0.000 DC2 -0.010 DC1 0.000 DC4 - 0.00001 DC2 110003 :DV ::0.:0/04 • pC1 •• •i• •• • • • •• 108 Max 0.001 DC4 0.000 DC2 0.000 DC4 0.00002 DC2 0.00000 DC4 0.00001 DC2 Min 0.000 DC2 -0.007 DC1 0.000 DC2 - 0.00002 DC4 • • 0.0000 • IN2 • -0.00004 QC1 • • • • • • • • � - ins -. - 1' - IF i • • • • • • • • • • • • • • • • • • • • • • • • •- • • • • • ••• • Pagel. ••• • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • s��ays jo sexy �eooi • •• • Q9 • • • • • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • ■•• • •• •• • • • • • • • •• • ••• ••• • • • • • • • • •• • • • • • ••• •• Flexural reinforcement Shells [in2 /ft] As // 1 top - 0.41 i n 0.38 - 0.35 mil 0.33 0.30 w 0.27 mon 0.25 0.22 0.19 0.16 ® 0.14 ® 0.11 - 0.08 0.05 - 0.03 - 1.440E -06 • . • • • . • • • • • • . • • • • • • • • •• ••• •• • • • •• • • • 000 • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • *00 • • • • 0•0 • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •, • • • • • • • ••• • • • ••• • • 61 envelope As 1/ 1 top_ .. ... • • • • • • • • • •• ••• •• Flexural reinforcement Shells [in2 /ft] As // 1 bot ▪ 0.15 INM 0.14 re, 0.13 0.12 0.11 0.10 E NE 0.09 M 0.08 ® 0.07 0.06 ® 0.05 ® 0.04 0.03 - 0.02 min 9.854E -03 - 1.440E -06 • • • •• • • • • • • • •• • ••• • • • • • • • • • • • • •• • • • • • • • • . . . . • . • • • • • • • • • • • • • • • • • • • ••• • ••• • • •••••• • • • . . • • ▪ bi • • • • • • • • • • • • • • • ••• ••• • • • • ••• ••• ••• • • • ••• • • envelope As // 1 bottom •• • • • ••• • • • . • . • • • • • • •• •• . • • Flexural reinforcement Shells [in2 /ft] As 1/ 3 top mos 0.27 0.25 0.23 0.22 0.20 0.18 m il 0.16 = 0.14 0.13 0.11 0.09 = 0.07 - 0.05 = 0.04 0.02 - 1.440E -06 • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • 63 • • • • • • • • • • • • • •,• • •• •• • • • •• • ••• • • • •• • • envelope As // 3 top • • • • • • • • • • • •• ••• •• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • Flexural reinforcement Shells [in2 /ft] As // 3 bot 0.15 M � 0.14 0 tom ® 0.12 0.11 0.10 NNE 0.09 0.08 0.07 NM 0.06 ® 0.05 -0.04 NM 0.03 M . 0.01 - 1.440E -06 • • • • • • • •• •• •• • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • ••• • • • • • • • • • •• •• ••• • • envelope As // 3 bottom