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HomeMy WebLinkAbout94-3935 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit N ~ 3935/3 ...1--3/-;1,/ Date ~ Pmperty Owne" .7 - / / ~~ Job Address: 3 p-~'-S/y - 3-- a4l~ ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: Parcell.D. # Zoning: " - b/1'~ NO OCCUPANCY BEFORE C.O. 3./ Complete Plans, Specifications and Fee Must Accompany Application. C,Q, All work shall be performed in accordance with City Codes and Ordinances. DATE DATE Inspector City License Registration # State Certified License# fit) 0 Pe"m;t Fee ~ov , Signature~ j ~'i/f;'....-Y/A. Company Address Telephone# / ') 7:>-7 '7 "7 f Valuation or Contract Price ,;2, :57-.5---' c-o ., ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB Lintel FRM, Insul. CL WL Tp, Servo Rough In Meter Can Const, Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction, c, Repairs or corrections not made when inspection called, d. Work not ready for inspection when called, e, Permit not posted on job site, f, Plans not at job site, g, Work not accessible, The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICAT.iON FOR ~ERttIT CITY OF ZEPBYRIIII.LS BOIIJUIIG DEPAR11IEXT OWNER'S RAttE ~~ \C:\ A.)~ La ~?U~ L \J l-.-I OWNER'S ADDRESS \~00 L<L'L ~D"'~ l \) ~Lf\lv\:")\:J 'i-L S~ ~0'2 tvlA.C ,3~'--YY LEGAL DESCRIPl'IOIli: L.OY(S))5) 9) I 0 BLOCK / ~ <J SUBDIVISION PHONE 4.\:)7- ~~qs-- 3DllP ~ZglO JOB ADDRESS ~L PARCEL I. D. t WRK PROPOSED:_l81ev Construction _Addition _Alteration _Repair _Install LSign _lIIove _Deaolish PROPOSED USE: Single Faaily Leo.aercial _KIF _, of Units _K/H _Indust. _S,"-. Pool Other ~estaurant &: Health. nepan:.ent Approval BUILDING SIZE: x Square Feet, Height RESIDENTIAL : COttKERCIAL : A'l'TACH (2) PLOI' PI..DS &: (2) SEIS OF BUILDIlfG PIAl81S &: (I) SEt' ENERGY FORKS. ** ATTACH (3) SEI'S OF BUILDING PIAl81S &: (1) SEt' ENERGY FORMS.** **coPr OF CONTRACT ~0IRIlD. PERlPlITS REOOESTED _BUILDING $ ~.~15;[)U Valuation of Tot:a1 Construction _ELECTRICAL AtIP Service Florida Power Corp. W.R.E.C. _KECHAlUCAL s Valuation of Mechanical Installation _PLUMBING GAS ROOFDiG SPECIALTY ~lU.MifljU.Yv'--- Other TYPE OF CONSTRUCI'ION: _Block _Fraae _St:.eel FlliISBED FLOOR ELEVATIONS: FI' . IS PRO.JECT IN FLOOD ZONE AREA? YES NO ****************************************** CODn'KACIOR SECTION BUTT.DF.R COIIPANY K6\{~-\-o)") ~W(:)(tA~0 ~ \J... 1\\. \ State Cert:.. or Regist. I L.r)., c.. 0 (u L 3 lo Signat:..u.re O\~ \-.-..J. .t'\\jA\~ City License Regist:.rat:.ion I V' O-b ************.*....************************ ELECTRICIAN COIIPARY State Cert:.. or Regist:.. ., Signature City License Regist:.rat:.ion f **.********.**..******.*.***************** PLOKBER COIIPANY State Cert. or Regist:.. ., Signature City License Registrat:.ion I *************.......*.******************** KECHANICAL COIIPARY State Cert:.. or Regist:.. I Signature City License Regist:.ration f ************.*********************.******* OTBF.R COIIPANY State Cert:.. or Regist:.. , Signature City License Regist:.rat:.ion f **.*.***.**...**************************** APPLICATION APPROVED BY PERKIT OFFICER. . CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS . The undersigned understands that this perlitlay be subject to .deed restrictions" which lay be lore restrictive than City regulations, The undersigned alSUles responsibility for cOlpliance with any applicable deed restrictions, B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the cwner and contractor lay be cited for a .isde.eanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirelents lay apply for the intended work, they are advised to contact the City of 2ephyrhills Building Departlent, (BI3) 7BB-bb 11. Furtherlore, if the owner has hired a contractor or contractors, he is advised to have the contractor!s) sign portions of the .Contractor Sections. of this applic~tlon for which they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work, If the contractor wishes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of 2ephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES. D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of .Florida's Construction Lien LaN - HOleoNner's Protection Guide. prepared by the Florida Departlent of Agriculture and Consuler Affairs, If the applicant is sOleone other than the .owner., I certify that I have obtained a copy of the above described doculent and prolise in good faith to deliver it to the .owner" prior to cOllencelent, E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the infor.ation in this application is accurate and that all work Nill be done in cOlpliance Nith all applicable laws regulating construrtion, zoning, and land develop.ent, Application is hereby aade to obtain a perlit to do work and installation as indicated, I certify that no work Dr installation has cOlaenced prior to issuance of a perlit and that all Nork will be perforled to leet standards of all laNS regulating construction, City codes, zoning regulations, and land develop.ent regulations in the jurisdiction, I also certify that I understand that the regulations of other govern.ental agencies lay apply to the intended work, and that it is .y responsibility to identify what actions I lust take to be in co.pliance, Such agencies include but are not li.ited to: I Depart.ent of Environ.ental ReQulation - Cypress Bayheads, Wetland Areas and Environlentally Sensitive Lands, Water/Wastewater Treat.ent I SouthNest Florida Water "anaQelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses I Ar.y Corps of EnQineers - Seawalls, Docks, Navigable Waterways I Departlent of Health & Rehabilitative Services, Environ.ental Health Unit - Wells, Wastewater Treat.ent, Septic Tanks I US Environlental Protection AQency - Asbestos abate.ent I also certify that, if fill laterial is to be used in Flood 20ne .A. or "A,etc,", it is understood that a drainage plan addressing a .colpensating volule. Mill be subaitted which is prepared by a professional engineer registered in the State of Florida prior to per.it issuance. A per.it issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a per.it prevent the Building Official fro. thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall becole invalid unless the work authorized by such per.it is cOI.enced Nithin six lonths of issuance, or if work authorized by the per.it is suspended or abandoned for a period of six .onths after the ti.e the work is cOllenced, One 90 day extension of tile, lay be allowed for the pertit Hith fee charge of $15.00, The extension shall be requested in writing to the Building Official, An approved inspection lust be logged during each six lonth period, or the project will be considered abandoned, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COKKENCEKENT KAY RESULT IN YOUR PAYING TWICE FOR IKPROVE"ENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COK"ENCEKENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT", SIGNATURE: OWNER OR AGENT ~~~w~ SIGNATURE: CONTRACTOR was acknowledged , 19 _ by STATE OF FLORI~ COUNTY OF . \?LNE...tl~s _ The foregoing instrument was acknowledged before me th is '?. ~ ~~ 19..:J..L by Lv. tv 0 G. t\\. <c>i-.~ I.)~~A._, who IS personally' known to me or who has pl-oduced as identification and who did/did not ~~~!t~~CVY'-~ (Sig ture) C4~+hl~ L QLExanD~K (Name Typed, Printed or Stamped) NOTARY PU /'- '.. ,1'/ <'>> STATE OF FLORIDA COUNTY OF The foregoing instrument befc.re me th i s who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC CYNTHltI. L. ALEXANDER Notary Public-State of Florida My commission Expires JUN 14,1995 COMM#CC 113711 ::t.l~; . . '.i,I, . "<t z o <( .... ~ f- ~ <(010 O!_w Oc.ol.:J 0.. gj E:5 z' UCD~ . 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' . . . . .. ._..+--_.~._.__.._.."!....... . . . . . . - . . . . . . . . . . . . ...._-_.__._._-_._~-----,----- . , . ~ ~ ~ ~ ~ --._--~-''1--'~.._-''''-''''' -"--.1".-. ; . -r ."- __..0___ 0 / ( /'2J>/ ,,;-":.:.- I 0/ Ii it,;, FNl:51181119:,~yP.it~~YTHLAND 81.5 R-110MPH-48'''C/C "'2" 33'~"'7 4 ..0 (}.rO 0 5 18.41 6 00.00 7 00.00 8 00.00 9 00.00 rnMBER INCIDENCES 1 1 2 3 3 5 4 1 5 7 6 2 7 3 8 5 9 6 10 4 11 8 3TART USER TABLE TABLE 1 CHANNEL C2X2X07 Ir AX D TW WF TF IZ IY IX CZ AY AZ .416 2.2 .07 2. .07 .358 .178 .0007 .686 .15 .28 TABLE.2 ANGLES L202007 * D WF TF R AY AZ 2. 2. .07 .393 .14 .14 END MEMBER PROPERTIES 5 6 9 10 11 OPT 1 C2X2X07 2 3 4 7 8 UPT 2 L202007 1 PRIS AX .271 IX .0004 IY .109 IZ .109 YD 2.93 ZD 2.93 CONSTANTS E STEEL ALL DEN STEEL ALL BETA 45 MEMB 2 3 BETA 135 MEMB 4 7 8 BETA 90 MEMB 5 6 9 10 11 MEMBER TRUSS 2 3 MEMBER RELEASE 1 START MY HZ 1 8 END MY HZ SUPPORTS 1 PINNED 5 8 FIXED BUT HZ MY PRINT ~tm PROPERTIES PR.l:lft VjNRlm INFORMATION UNIT Pift L<JIj) 1 - DEAD + POS. wnm LOAD JOINT ~ ' ~:i 't6k ' ; 569 l~UNI GX@' 1 UNI GY LOAD 2 - D + NEG. WIND LOAD JOINT L9AD- 8 FY:-164' - ---- 7.,P.9""~~"z. -' 7 ,. ' ........ , ,: 5'0';'"}'" 72...64- 35. 0'0 35.00 00.00 ~-~ .53 . o.~,l>]>E~,o 0 0."00"0000 0.000000 0.000000 0.000000 2 4 6 3 8 9 5 8 4 2 6 ~h'~~ \ \ L;:"'~- 14-" MEMBER WAD 5 6 9 10 J.l.... UNI 1 UNI GY<W LOAD COMBINATION 3 1 .75 LOAD COMBINATION 4 DL + WL NEG. 2 .75 PERFO~ ANALYSIS PRINT PARAMETER PRINT BEAM 1.0 ALL TRACK 1.0 MEMB 1 TO 11 CB 0.0 ALL UNIT INCH KIP LY 14.0 MEMB 1 KY .33 MEMB 1 LZ 14.0 MEMB 9 10 11 KZ .33 MEMB 9 10 11 FYLD 50.0 UNIT POUND LOAD LIST 3 4 PRINT ANALYSIS RESULTS PRINT MEMBER STRESSES PRINT FORCE ENV LIST 11 9 10 PRINT MAX ENV LIST 1 4 7 TO 11 CHECK CODE ALL SAVE 1511Tl 1511T2 PLOT BENDING PLOT DISP PLOT SECT FILE FINISH G~ DL + WL POSe 1. 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. 39. 40. 41. 42. 43. 4-- -- ._'~5'. :. . .,~,:' , ' - "..~:;.-~>"'"' . .'''''''''.. "" :'. '.' 48. PAGE NO. 1 ************************************************** * * * S TA AD - III * * REVISION 16.0 (VERSION 16 LEVEL 0) * * PROPlttEt.l'ARY. PROGRAM OF * * mfSEARCH-;ENGINEERS., INC. * * DATE= NOV 28, 1992 * * TrME= 14:38:47 * * * ************************************************** PLANE JN1511-051607 INCH POUND COORDINATES 41.21 00.00 31. 37 00.00 18.41 00.00 00.00 00.00 00.00 INCIDENCES 1 3 5 1 .7 2 3 5 6 4 8 TABLE STAAD UNIT JOINT 1 2 3 4 5 6 7 8 9 MEMBER 1 2 3 4 5 6 7 8 9 10 11 START USER TABLE 1 CHANNEL C2X2X07 AX D TW WF TF IZ IY IX CZ AY AZ .416 2.2 .07 2. .07 .358 .178 .0007 .686 .15 .28 TABLE 2 ANGLES L202007 D WF TF R AY AZ 2. 2. .07 .393 .14 .14 END MEMBER PROPERTIES 5 6 9 10 11 OPT 1 C2X2X07 2 3 4 7 8 OPT 2 L202007 1. S AX .271 IX .0004 IY .109 IZ .109 YO 2.93 ZD 2.93 CON. FN151181110 AWH/SOUTHLAND 81.5"-110MPH-48"C/C 75.75 79.69 58.17 72.64 35.00 35.00 00.00 2.10 81.53 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 2 4 6 3 8 9 5 8 4 2 6 _3__ 4 7 8 ;:56 9 10 11 JN151~-051607 FN151181110 AWH/SOUTHLAND 81.5"-110MPH-48" -- PAGE NO. 2 49. MEMBER RELEASE 50. 1 S~',rl(y MZ 51. 1 Jt,PDMY MZ 52. SUPPORTS. 53. 1 PINNED 54 . 5 8 'F'ttEn BUT MZ MY 55. PRINT MEMBER PROPERTIES . JN1~11"';'Os1607 FN1sl181110 AWH/SOUTHLAND 81.s--110MPH-48- -- PAGE NO. 3 MEMBER PROPERTIES. UNIT - INCH ----------------- MEMB PROFILE ~/ IZ/ IY/ IX/ AY AZ SZ SY 1 PRISMATIC 0.27 0.11 0.11 0.00 0.00 0.00 0.07 0.07 2 ST L202007 0.28 0.04 0.18 0.00 0.14 0.14 0.06 0.13 3 ST L202007 0.28 0.04 0.18 0.00 0.14 0.14 0.06 0.13 4 ST L202007 0.28 0.04 0.18 0.00 0.14 0.14 0.06 0.13 5 ST C2X2X07 0.42 0.36 0.18 0.00 0.15 0.28 0.33 0.14 6 ST C2X2X07 0.42 0.36 0.18 0.00 0.15 0.28 0.33 0.14 7 ST L202007 0.28 0.04 0.18 0.00 0.14 0.14 0.06 0.13 8 ST L202007 0.28 0.04 0.18 0.00 0.14 0.14 0.06 0.13 9 ST C2X2X07 0.42 0.36 0.18 0.00 0.15 0.28 0.33 0.14 10 ST C2X2X07 0.42 0.36 0.18 0.00 0.15 0.28 0.33 0.14 11 ST C2X2X07 0.42 0.36 0.18 0.00 0.15 0.28 0.33 0.14 ************ END OF DATA FROM INTERNAL STORAGE * * * * * *.* * * * * * 56. PRINT MEMBER INFORMATION . JN1511-051607 FN151181110 AWH/SOUTHLAND 81.5"-110MPH-48" -- PAGE NO. 4 MEMBER INFORMATION --~--------------- MEMBER START END LENGTH BETA JOINT JOINT (INCH) (DEG) RELEASES 1 1 2 41.398 0.00 000011000011 2 3 4 34.546 TRUSS 3 5 6 18.410 TRUSS 4 1 3 20.147 135.00 5 7 8 2.100 90.00 6 2 9 1.840 90.00 7 3 5 26.548 135.00 8 5 8 37.701 135.00 000000000011 9 6 4 37.640 90.00 10 4 2 7.050 90.00 11 8 6 32.900 90.00 ************ END OF DATA FROM INTERNAL STORAGE ************ 57. UNIT FEET 58. LOAD 1 - DEAD + POS. WIND LOAD 59. JOINT LOAD 60. 8 FY -164 61 . MEMBER LOAD 62. 5 6 9 10 11 UNI GX 168 63. 1 UNI GY 58 64. LOAD 2 - DEAD + NEG. WIND LOAD 65. JOINT LOAD 66. 8 FY -164 67. MEMBER LOAD 68. 5 6 9 10 11 UNI GX -168 69. 1 UNI GY 58 70. LOAD COMBINATION 3 DL + WL POS. 71. 1 .75 72. LOAD COMBINATION 4 DL + WL NEG. 73. 2 .75 74. PERE'ORM ANALYSIS PRINT PRO B L E M S TAT I S TIC S NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = ORIGINAL/FINAL BAND-WIDTH = 7/ . 2 TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES SIZE OP STIFFNESS MATRIX = 189 DOUBLE PREC. TOTAL REQUIRED DISK SPACE = 0 . 02 MEGA-BYTES 9/ 11/ OF FREEDOM = WORDS 3 21 3N1511-051607 FN151181110 AWH/SOUTHLAND 81.5N-110MPH-48N -- PAGE NO. 5 LOADING 1 - DEAD + POSe WIND LOAD ----------- JOINT LOAD - UNIT POUN FEET JOINT FORCE-X FORCE- Y . FORCE-Z MOM-X MOM-Y MOM-Z 8 0.00 -164.00 0.00 0.00 0.00 0.00 MEMBER LOAD - UNIT POUN FEET MEMBER UDL L1 L2 CON L LIN1 LIN2 5 168.000 GX 0.00 0.17 -6 168.000 GX 0.00 0.15 9 168.000 GX 0.00 3.14 10 168.000 GX 0.00 0.59 11 168.000 GX 0.00 2.74 1 58.000 GY 0.00 3.45 LOADING 2 - DEAD + NEG. WIND LOAD ----------- JOINT LOAD - UNIT POUN FEET JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 8 0.00 -164.00 0.00 0.00 0.00 0.00 MEMBER LOAD - UNIT POUN FEET MEMBER UDL L1 L2 CON L LIN1 LIN2 5 -168.000 GX 0.00 0.17 6 -168.000 GX 0.00 0.15 9 -168.000 GX 0.00 3.14 10 -168.000 GX 0.00 0.59 11 -168.000 GX 0.00 2.74 1 58.000 GY 0.00 3.45 ++ PROCESSING ELEMENT STIFFNESS MATRIX. ++ PROCESSING GLOBAL STIFFNESS MATRIX. ++ PROCESSING TRIANGULAR FACTORIZATION. ++ CALCtlLATING JOIft DISPLACEMENTS. ++ CAi.ctJLATING MEMBER FORCES. 14:38:48 14:38:48 14:38:48 14:38:48 14:38:48 LOAD~<<.rION NO. DL +.., . S. ~. 0.~5 3 'JN15~1-051607 FN151181110 AWH/SOUTHLAND 81.5"-110MPH-48" -- PAGE NO. 6 LOAD COMBINATION NO. 4 DL + WL.NEG. LOADING- 2 . FACTOR - 0.75 ************ END OF DATA FROM INTERNAL STORAGE ************ 75. PARAMETER PRINT 76. BEAM 1. 0 ALL 77. TRACK 1.0 MEMB 1 TO 11 78. CB 0.0 ALL 79. UNIT INCH KIP 80. LY 14.0 MEMB 1 81. KY .33 MEMB 1 82. LZ 14.0 MEMB 9 10 11 83. KZ .33 MEMB 9 10 11 84. FYLD 50.0 85. UNIT POUND 86. LOAD LIST 3 4 87. PRINT ANALYSIS RESULTS 'JN1511-051607 FN151181110 AWH/SOUTHLAND 81.5M-110MPH-48M -- PAGE NO. 7 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE ------------------ JOINT LOAD X-TRANS Y-TRANS Z.-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 3 0.00000 0.00000 0.00000 0.00000 0.00000 0.00171 4 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00173 2 3 0.00097 0.00072 0.00000 0.00000 0.00000 0.00390 4 -0.00088 0.00025 0.00000 0.00000 0.00000 -0.00389 3 3 0.02121 -0.01186 0.00000 0.00000 0.00000 0.00015 4 -0.02144 0.01199 0.00000 0.00000 0.00000 -0.00015 4 3 0.02724 0.00066 0.00000 0.00000 0.00000 0.00332 4 -0.02712 0.00021 0.00000 0.00000 0.00000 -0.00332 5 3 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00093 4 0.00000 0.00000 0.00000 0.00000 0.00000 0.00094 6 3 0.00116 0.00031 0.00000 0.00000 0.00000 -0.00129 4 -0.00116 0.00010 0.00000 0.00000 0.00000 0.00129 7 3 -0.00188 0.00000 0.00000 0.00000 0.00000 -0.00090 4 0.00188 0.00000 0.00000 0.00000 0.00000 0.00090 8 3 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00090 4 0.00000 0.00000 0.00000 0.00000 0.00000 0.00090 9 3 -0.00619 0.00072 0.00000 0.00000 0.00000 0.00390 4 0.00628 0.00025 0.00000 0.00000 0.00000 -0.00389 . JN1511-051607 FN151181110 AWH/SOUTHLAND 81.5"-110MPH-48" -- PAGE NO. 8 SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = PLANE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 3 -192.82 -49.84 -14.80 -3.77 2.11 0.00 4 192.67 -100.28 14.96 3.81 -2.13 0.00 5 3 -533.88 16.09 -20.63 2.97 ":"1.69 0.00 4 534.04 -16.26 20.85 -3.00 1. 71 0.00 8 3 -129.37 6.69 3.86 0.00 0.00 0.00 4 129.36 89.47 -3.90 0.00 0.00 0.00 JN15Y1-051607 FN151181110 AWH/SOUTHLAND 81.5"-110MPH-48" -- PAGE NO. 9 MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE POUN INCH MEMB LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 3 1 163.16 -74.69 0.00 0.00 0.00 0.00 2 -177.44 -74.69 0.00 0.00 0.00 0.00 4 1 -177.05 -74.69 0.00 0.00 0.00 0.00 2 162.76 -74.69 0.00 0.00 0.00 0.00 2 3 3 52.53 0.00 0.00 0.00 0.00 0.00 4 -52.53 0.00 0.00 0.00 0.00 0.00 4 3 -53.09 0.00 0.00 0.00 0.00 0.00 4 53.09 0.00 0.00 0.00 0.00 0.00 3 3 5 503.98 0.00 0.00 0.00 0.00 0.00 6 -503.98 0.00 0.00 0.00 0.00 0.00 4 5 -503.83 0.00 0.00 0.00 0.00 0.00 6 503.83 0.00 0.00 0.00 0.00 0.00 4 3 1 3.54 -7.01 -27.94 0.00 -3.06 -3.06 3 -3.54 7.01 27.94 0.00 565.86 -138.10 4 1 -3.57 7.08 28.23 0.00 3.09 3.09 3 3.57 -7.08 -28.23 0.00 -571. 88 139.57 5 3 7 0.00 0.00 0.00 0.00 0.00 0.00 8 0.00 0.00 -22.05 0.00 -23.15 0.00 4 7 0.00 0.00 0.00 0.00 0.00 0.00 8 0.00 0.00 22.05 0.00 23.15 0.00 6 3 2 0.00 0.00 -19.32 0.00 17.77 0.00 9 0.00 0.00 0.00 0.00 0.00 0.00 4 2 0.00 0.00 19.32 0.00 -17.77 0.00 9 0.00 0.00 0.00 0.00 0.00 0.00 7 3 3 -0.55 7.70 31.42 0.00 -566.29 137.67 5 0.55 -7.70 -31.42 0.00 -267.87 66084 4 3 0.56 -7.79 -31.75 0.00 572.32 -139.13 5 -0.56 7.79 31.75 0.00 270.72 -67.55 8 3 5 0.00 -1.71 -7.17 0.00 270.29 -64.42 8 0.00 1. 71 7.17 0.00 0.00 0.00 4 5 0.00 1.73 7.25 0.00 -273.17 65.11 8 0.00 -1.73 -7.25 0.00 0.00 0.00 9 3 6 -113.25 0.00 -271.33 0.00 1994.71 0.00 4 113.25 0.00 -123.89 0.00 780.26 0.00 4 6 -36.63 0.00 271.22 0.00 -1993.29 0.00 4 36.63 0.'00 124.00 0.00 -777.47 0.00 10 3 4 -91.24 0.00 76.18 0.00 -780.26 0.00 2 91.24 0.00 -150.21 0.00 -17.77 0.00 'JNl~II-051607 FN151181110 AWH/SOUTHLAND 81.5--110MPH-48N -- PAGE NO. 10 MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE POUN INCH MEMB LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y 4 4 -58.86 0.00 -75.79 0.00 777.47 2 58.86 0.00 149.81 0.00 17.77 11 3 8 -113.25 0.00 -112.80 0.00 23.15 6 113.25 0.00 -232.65 0.00 -1994.71 4 8 -36.63 0.00 112.84 0.00 -23.15 6 36.63 0.00 232.61 0.00 1993.29 ************** END OF LATEST ANALYSIS RESULT ************** 88. PRINT MEMBER STRESSES MOM-Z 0.00 0.00 0.00 0.00 0.00 0.00 'JNI511-051607 FN151181110 AWH/SOUTHLAND 81.5"-110MPH-48" -- PAGE NO. 11 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 1 3 .0 602.1 C 0.0 0.0 602.1 275.6 0.0 1.00 654.8 C 0.0 0.0 654.8 275.6 0.0 4 .0 653.3 T 0.0 0.0 653.3 275.6 0.0 1.00 600.6 T 0.0 0.0 600.6 275.6 0.0 2 3 .0 191.0 C 0.0 0.0 191. 0 0.0 0.0 1.00 191.0 C 0.0 0.0 191. 0 0.0 0.0 4 .0 193.0 T 0.0 0.0 193.0 0.0 0.0 1.00 193.0 T 0.0 0.0 193.0 0.0 0.0 3 3 .0 1832.0 C 0.0 0.0 1832.0 0.0 0.0 1.00 1832.0 C 0.0 0.0 1832.0 0.0 0.0 4 .0 1831. 4 T 0.0 0.0 1831. 4 0.0 0.0 1.00 1831. 4 T 0.0 0.0 1831.4 0.0 0.0 4 3 .0 12.9 C 24.2 53.5 90.6 50.0 199.5 1.00 12.9 C 4470.6 2418.2 6901. 6 50.0 199.5 4 .0 13.0 T 24.4 54.1 91.5 50.6 201.7 1.00 13.0 T 4518.1 2443.9 6975.0 50.6 201.7 5 3 .0 0.0 0.0 0.0 0.0 0.0 0.0 1.00 0.0 170.9 0.0 170.9 0.0 78.7 4 .0 0.0 0.0 0.0 0.0 0.0 0.0 1.00 0.0 170.9 0.0 170.9 0.0 78.8 6 3 .0 0.0 C 131.2 0.0 131. 2 0.0 69.0 1.00 0.0 C 0.0 0.0 0.0 0.0 0.0 4 .0 0.0 T 131.2 0.0 131. 2 0.0 69.0 1.00 0.0 T 0.0 0.0 0.0 0.0 0.0 7 3 .0 2.0 T 4474.0 2410.7 6886.7 55.0 224.4 1.00 2.0 T 2116.3 1170.4 3288.7 55.0 224.4 4 .0 2.0 C 4521.6 2436.3 6959.9 55.6 226.8 1.00 2.0 C 2138.8 1182.8 3323.7 55.6 226.8 8 3 .0 0.0 2135.4 1128.0 3263.5 12.2 51.2 1.00 0.0 0.0 0.0 0.0 12.2 51.2 4 .0 0.0 2158.1 1140.0 3298.2 12.3 51.8 1.00 0.0 0.0 0.0 0.0 12.3 51.8 9 3 .0 272.2 T 14725.0 0.0 14997.2 0.0 969.0 1.00 272.2 T 5759.9 0.0 6032.1 0.0 442.5 4 .0 88.0 T 14714.5 0.0 14802.5 0.0 968.7 1.00 88.0 T 5739.3 0.0 5827.3 0.0 442.8 , 10 3 .0 219.3 T 5759.9 0.0 5979.2 0.0 272.1 1.00 219.3 T 131.2 0.0 ~~O.5 0.0 536.5 4 .0 141.5 T 57-39. .3 0.0 5.aa.o.8 0.0 2,7..0 . 7 1.00 141. 5 T 131.2 0.0 272.7 0.0 535.0 11 3 .0 272.2 T 170.9 0.0 443 . 1 0.0 402.9 1.00 272.2 T 14725.0 . 0.0 14997.2 0.0 830.9 'JN15il-051607 FN151181110 AWH/SOUTHLAND 81.5"-110MPH-48" -- PAGE NO. 12 MEMBER STRESSES ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 4 .0 1.00 88.0 T 170.9 88.0 T 14714.5 0.0 0.0 259.0 14802.5 0.0 0.0 403.0 830.7 ************** END OF LATEST ANALYSIS RESULT ************** 89. PRINT FORCE ENV LIST 11 9 10 'JNI511-051607 FN151181110 AWH/SOUTHLAND 81.5"-110MPH-48" -- PAGE NO. 13 MEMBER FORCE ENVELOPE --------------------- ALL UNITS ARE POUN INCH MEMB DISTANCE FY LD MZ LD FZ LD MY LD 11 0.00 MAX. 0.00 4 0.00 4 112.84 4 23.15 3 MIN. 0.00 4 0.00 4 -112.80 3 -23.15 4 3.29 MAX. 0.00 4 0.00 4 0.00 4 0.00 4 MIN. 0.00 4 0.00 4 -78.25 3 -291.13 3 6.58 MAX. 0.00 4 0.00 4 0.00 4 0.00 4 MIN. 0.00 4 0.00 4 -43.71 3 -491.76 3 9.87 MAX. 0.00 4 0.00 4 0.00 4 0.00 4 MIN. 0.00 4 0.00 4 -9.16 3 -578.74 3 13.16 MAX. 0.00 4 0.00 4 25.38 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -552.06 3 16.45 MAX. 0.00 4 0.00 4 59.93 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -411.73 3 19.74 MAX. 0.00 4 0.00 4 94.47 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -157.75 3 23.03 MAX. 0.00 4 0.00 4 129.02 3 209.88 3 MIN. 0.00 4 0.00 4 0.00 4 0.00 4 26.32 MAX. 0.00 4 0.00 4 163.56 3 691.17 3 MIN. 0.00 4 0.00 4 0.00 4 0.00 4 29.61 MAX. 0.00 4 0.00 4 198.11 3 1286.11 3 MIN. 0.00 4 0.00 4 0.00 4 0.00 4 32.90 MAX. 0.00 4 0.00 4 232.65 3 1994.71 3 MIN. 0.00 4 0.00 4 -232.61 4 -1993.29 4 ------------------------------------------------------------------------- MAXIMIN FORCES FOR MEMBER 11,AMONGST ALL SECT LOCATIONS FYI DIST LD MZI DIST LD FZ DIST LD MY DIST LD FX DIST LD MAX. 0.00 0.00 3 0.00 0.00 3 232.65 32.90 3 1994.71 32.90 3 36.63 T 0.00 4 MIN. 0.00 32.90 4 0.00 32.90 4 -232.61 32.90 4 -1993.29 32.90 4 113.25 T 32.90 3 ------------------------------------------------------------------------- 9 0.00 MAX. 0.00 4 0.00 4 271.22 4 1994.71 3 MIN. 0.00 4 0.00 4 -271. 33 3 -1993.29 4 3.76 MAX. 0.00 4 0.00 4 0.00 4 1047.79 3 MIN. 0-.00 4 0.00 4 -231.81 3 0.00 4 7.53 MAX. 0.00 4 0.00 4 0.00 4 249.63 3 MIN. 0.00 4 0.00 4 -192.29 3 0.00 4 11.29 MAX. 0.00 4 0.00 4 0.00 4 0.00 4 DN. 0.00 4 0.00 4 -152.77 3 -399.77 3 15.06 fi:~ . 0.00 4 0.00 4 0.00 4 0.00 4 HIH. 0".0_0 4 0.00 4 -113..~_ _ 3 -900.41 3 18.82 MAX. 0.00 4 0.00 4 0.00 4 0.00 4 'JN1511-051607 FN151181110 AWH/SOUTHLAND 81.5M-110MPH-48" PAGE NO. 14 MIN. 0.00 4 0.00 4 -73.72 3 -1252.29 3 22.58 MAX. 0.00 4 0.00 4 0.00 4 0.00 4 MIN. 0.00 4 0.00 4 -34.20 3 -1455.40 3 26.35 MAX. 0.00 4 0.00 4 5.32 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -1509.76 3 30.11 MAX. 0.00 4 0.00 4 44.84 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -1415.35 3 33.88 MAX. 0.00 4 0.00 4 84.36 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -1172.19 3 37.64 MAX. 0.00 4 0.00 4 123.89 3 777.47 4 MIN. 0.00 4 0.00 4 -124.00 4 -780.26 3 ------------------------------------------------------------------------- MAX/MIN FORCES FOR MEMBER 9 , AMONGST ALL SECT LOCATIONS FY/ DIST LD MZ/ DIST LD FZ DIST LD MY DIST LD FX DIST LD MAX. 0.00 0.00 3 0.00 0.00 3 271. 22 0.00 4 1994.71 0.00 3 36.63 T 0.00 4 MIN. 0.00 37.64 4 0.00 37.64 4 -271.33 0.00 3 -1993.29 0.00 4 113.25 T 37.64 3 ------------------------------------------------------------------------- 10 0.00 MAX. 0.00 4 0.00 4 76.18 3 777.47 4 MIN. 0.00 4 0.00 4 -75.79 4 -780.26 3 0.71 MAX. 0.00 4 0.00 4 83.59 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -723.94 3 1.41 MAX. 0.00 4 0.00 4 90.99 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -662.40 3 2.12 MAX. 0.00 4 0.00 4 98.39 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -595.65 3 2.82 MAX. 0.00 4 0.00 4 105.79 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -523.67 3 3.53 MAX. 0.00 4 0.00 4 113.20 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -446.48 3 4.23 MAX. 0.00 4 0.00 4 120.60 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -364.06 3 4.94 MAX. 0.00 4 0.00 4 128.00 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -276.43 3 5.64 MAX. 0.00 4 0.00 4 135.40 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -183.58 3 6.35 MAX. 0.00 4 0.00 4 142.81 3 0.00 4 MIN. 0.00 4 0.00 4 0.00 4 -85.51 3 7.05 MAX. 0.00 4 0.00 4 150.21 3 17.77 3 MIN. 0.00 4 0.00 4 -149.81 4 -17.77 4 ------------------------------------------------------------------------- MAXIMIN FORCES FOR MEMBER 10,AMONGST ALL SECT LOCATIONS FY/ DIST LD MZ/ DIST LD FZ DIST LD MY DIST LD FX DIST LD MAX. 0.00 0.00 3 0.00 0.00 3 150.21 7.05 3 777.47 0.00 4 58.86 T 0.00 4 MIN. 0.00 7.._05 .4. _0 .0.0_ 7.05 4 -149.81 7.05 4 -780.26 0.00 3 91.24 T 7.05 3 ------------------------------------------------------------------------- 'JNlS11-0S1607 FNlS1181110 AWH/SOUTHLAND 81.S--110MPH-48- -- PAGE NO. 15 ********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE ********** 90. PRINT MAX ENV LIST 1 4 7 TO 11 , . FN1511~1110~walSOUTHLAND'-81 . 5 II -110MPH-48 u ----PAGE-NQ. 16 JN1511-051607 MEMBER FORCE.-gB --------------------- ALL UNITS ARE POUN INCH MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS MEMB FYI DIST LD MZI DIST LD FZ DIST LD MY DIST LD FX DIST LD 1 MAX 74.69 41. 40 3 773.03 20.70 3 0.00 0.00 3 0.00 0.00 3 177.44 C 41. 40 3 MIN -74.69 0.00 4 0.00 41. 40 4 0.00 41. 40 4 0.00 41. 40 4 177.05 T 37.26 4 4 MAX 7.08 0.00 4 138.10 20.15 3 28.23 0.00 4 571.88 20.15 4 3.54 C 0.00 3 MIN -7.01 20.15 3 -139.57 20.15 4 -27.94 20.15 3 -565.86 20.15 3 3.57 T 20.15 4 7 MAX 7.70 0.00 3 137.67 0.00 3 31.42 0.00 3 572.32 0.00 4 0.56 C 0.00 4 MIN -7.79 26.55 4 -139.13 0.00 4 -31.75 26.55 4 -566.29 0.00 3 0.55 T 26.55 3 8 MAX 1.73 '0.00 4 65.11 0.00 4 7.25 0.00 4 270.29 0.00 3 0.00 0.00 3 MIN -1. 71 37.70 3 -64.42 0.00 3 -7.17 37.70 3 -273.17 0.00 4 0.00 37.70 4 9 MAX 0.00 0.00 3 0.00 0.00 3 271.22 0.00 4 1994.71 0.00 3 36.63 T 0.00 4 MIN 0.00 37.64 4 0.00 37.64 4 -271. 33 0.00 3 -1993.29 0.00 4 113.25 T 37.64 3 10 MAX 0.00 0.00 3 0.00 0.00 3 150.21 7.05 3 777.47 0.00 4 58.86 T 0.00 4 MIN 0.00 7.05 4 0.00 7.05 4 -149.81 7.05 4 -780.26 0.00 3 91. 24 T 7.05 3 11 MAX 0.00 0.00 3 0.00 0.00 3 232.65 32.90 3 1994.71 32.90 3 36.63 T 0.00 4 MIN 0.00 32.90 4 0.00 32.90 4 -232.61 32.90 4 -1993.29 32.90 4 113.25 T 32.90 3 ********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE ********** 91. CHECK CODE ALL 1 JN1511~051607 FN151181110 AWH/SOUTHLAND81.5"-110MPH-48" -- PAGE NO. 17 STAAD-III CQDE q~QKI.~G - (AISC) *********************** ~LL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) I.fEMBER TABLE RESULT/ CRITICAL CONO/ RATIO/ LOAD ING/ FX MY MZ LOCATION 1 PRI SMAT PASS AISC- Hl-3 0.376 3 177.44 C 0.00 773.03 20.70 ----------------------------------------------------------------------- MEM= 1, UNIT KIP-INCH, L= 41.4 AX= 0.27 SZ= 0.1 KL/R-Z= 65.3 CB= 0.00 YLD= 50.00 ALLOWABLE STRESSES: FTZ= 33.00 FCY= 30.00 FTY= 33.00 FA= 21.79 FT= 30.00 SY= 0.1 FCZ= 30.00 FV= 20.00 COMPRESSION 0.00 ----------------------------------------------------------------------- 2 ST L202007 PASS 52.53 C 0.021 0.00 ----------------------------------------------------------------------- 3 0.00 MEM= 2, UNIT KIP-INCH, L= 34.5 AX= 0.28 SZ= 0.1 KL/R-Z= 87.9 CB= 0.00 YLD= 50.00 ALLOWABLE STRESSES: FTZ= 0.00 FCY= 0.00 FTY= 0.00 FA= 8.99 FT= 30.00 SY= 0.1 FCZ= 0.00 FV= 20.00 COMPRESSION 0.00 ----------------------------------------------------------------------- 3 ST L202007 PASS 503.98 C 0.177 0.00 ----------------------------------------------------------------------- 3 0.00 MEM= 3, UNIT KIP-INCH, L= 18.4 AX= 0.28 SZ= 0.1 KL/R-Z= 46.8 CB= 0.00 YLD= 50.00 ALLOWABLE STRESSES: FTZ= 0.00 FCY= 0.00 FTY= 0.00 FA= 10.36 FT= 30.00 SY= 0.1 FCZ= 0.00 FV= 20.00 4 ST L202007 0.606 -138.10 ----------------------------------------------------------------------- PASS 3.54 C AISC- Hl-3 565.86 ----------------------------------------------------------------------- 3 20.15 MEM= 4, UNIT KIP-INCH, L= 20.1 AX= 0.28' SZ= 0.1 KL/R-Z= 51.3 CB= 1.77 YLD= 50.00 ALLOWABLE STRESSES: FTZ= 30.00 FCY= 11.39 FTY= 11.39 FA= 10.23 FT= 30.00 SY= 0.1 FCZ= 11. 39 FV= 20.00 5 ST C2X2X07 0.053 0.00 ----------------------------------------------------------------------- PASS 0.00 AISC- Hl-3 -23.15 ----------------------------------------------------------------------- 3 2.10 MEM= 5, UNIT KIP-INCH, L= 2.1 AX= 0.42 SZ= 0.3 KL/R-Y= 3.2 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: FTZ= 30.00 FCY= 3.24 FTY= 3.24 FA= 14.62 FT= 30.00 SY= 0.1 FCZ= 14.70 FV= 20.00 6 ST C2X2X07 0.040 0.00 ----------------------------------------------------------------------- PASS 0.00 AISC- Hl-3 17.77 ----------------------------------------------------------------------- 3 0.00 .MEM= 6, UNIT KIP-INCH, L= 1.8 AX= 0.42 SZ= 0.3 KL/R-Y= 2.8 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: FTZ= 30.00 FCY= 3.24 FTY= 3.24 FA= 14.63 FT= 30.00 SY= 0 . 1 FCZ= 14.70 FV= 20.00 7 ST L202007 0.473 137.67 -----------------------------~------------------------~---------------- 3 0.00 PASS 0.55 AISC- Hl-3 -566.29 ----------------------------------------------------------------------- MEN= 7, UNIT KIP-II.'qH, L= 26.5 AX= 0.28 SZ= 0.1 KL/R-Z= 67.6 CB= 2.30 YLD= 50.00 ALLOWABLE STRESSES: FTZ= 30.00 FCY= 11.39 FTY= 11.39 FA= 9.72 FT= 30.00 SY- 0.1 FCZ= 30.00 FV= 20.00 ----------------------------------------------------------------------- . . JN1511-051607 FN151-181110 AWH/SOUTHLAND 81.5 "-110MPH-48" -- PAGE NO. 18 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT / Fx CRITICAL COND/ MY RATIO/ HZ Lm~nn~G/ LOCATION 8 ST L202007 PASS 0.00 AISC- Hl-3 270.29 0.225 -64.42 3 0.00 MEM= 8, UNIT KIP-INCH, L= 37.7 AX= 0.28 SZ= 0.1 KL/R-Z= 95.9 CB= 1.75 YLD= 50.00 ALLOWABLE STRESSES: FTZ= 30.00 FCY= 11.39 FTY= 11.39 FA= 8.68 FT= 30.00 SY= 0.1 FCZ= 30.00 FV= 20.00 * 9 ST C2X2X07 FAIL 113.25 T AISC- H2-1 1994.71 4.550 0.00 3 0.00 MEM= 9, UNIT KIP-INCH, L= 37.6 AX= 0.42 SZ= 0.3 KL/R-Y= 57.5 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: FTZ= 30.00 FCY= 3.24 FTY= 3.24 FA= 12.64 FT= 30.00 SY= 0.1 FCZ= 14.70 FV= 20.00 * 10 ST C2X2X07 FAIL AISC- H2-1 1.784 3 91.24 T -780.26 0.00 0.00 j-~;=~=-i~~~~~~:~~;i~~~~~~:~-::~:~--~~::1~~~-:~~;:::~~;-:~~~-::~~~- FTZ= 30.00 FCY= 3.24 FTY= 3.24 FA= 14.43 FT= 30.00 FV= 20.00 ----------------------------------------------------------------------- 11 ST C2X2X07 FAIL AISC- H2-1 4.550 3 113.25 T -1994.71 0.00 32.90 ----------------------------------------------------------------------- MEM= 11,' UNIT KIP-INCH, L= 32.9 AX= 0.42 SZ= 0.3 KL/R-Y= 50.3 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: FTZ= 30.00 FCY= 3.24 FTY= 3.24 FA= 12.98 FT= 30.00 Sy= 0.1 FCZ= 14.70 FV= 20.00 ----------------------------------------------------------------------- ************** END OF TABULATED RESULT OF DESIGN ************** 92. SAVE 1511Tl 1511T2 93. PLOT BENDING 94. PLOT DISP 95. PLOT SECT FILE 96. FINISH *************** END OF STAAD-III *************** ****** DATE= NOV 28,1992 TIME= 14:38:50 ****** ********************************************************* * FOR QUESTIONS ON STAAD-III/ISDS, CONTACT: * * RESEARCH ENGINEERS, INC AT (714) 97-4-2500 * * TELEX: 4994385 FAX: (714) 974-4771 * ********************************************************* TEl;. HJ.914~-251a-243 IB45 'f01 . . 1 - \, . . ......-----....-....---........ -- .... ..- ICIr-'~' ':~Ir . . ...."..." . ,. , . ~~t.:~: I'll I.....: !t... _Co .'. ", -- -. .-- . .' \ \ ~C\ . . ,. 'lOI tJlJ f3.eV\~O~1 -; ~~I'\.i-A$fe ,;oIi Q ~ 9~$ - t '(' 5t./- fn. .. ~ v(,ur iO'lniry, our Inq1p'.J:tb, D.paE'tllent 0.4"18 . th.t ill an4 f~p aorlws( mlcb.fi1aal1y plated, .oct h. n9 .POGtf1o&~ione. . .fIIL. At&I/SU 1~22 ~ Hanu:acstut'lnv anG aeat tt~...taeIl1a SU ., 18. lloobl.D1aal !lat.. M!M a 19&-81, c1a.. 12, t . 1.. Con.llar4uII. ae - .. OD ltC)ukhl1 "e. .oal.. 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The ~ I~ woald .. -1.l..cftfIQ MdGfx:e or tit, caUl. of f.Uur.. 00!Et I r:~~f~~ ~ cU.v1@ ultimate l~. :-t.~;."l\ by A ;.. "\:: ,:':~. '!l~wjij~ :'~$!: .:-. : .....:r .."'".,. .X>l> .~, . .......... ":.....:it.- . :~! ~ ... (:1\~."~~:, ".. .~~~ .:f~.: .-". . L\ t Da1;a: ~, .', "I ....... oJ' ?~. ~~.~r-t:~:.t ~ ;..~~.:~2~~<.>:;;f~..:;.\_-:7}.;1>,,_~.:.(~~.:. :":";_;:::. r- '. (.,:". .... 1"....:. ::>..:::~ . ~<<.<~" ,~~ . ... <(' ,.. . - . . ;:'r, Y'"" < Y-t}.-. ".. _ _...~q~~:Q~p~iiJ:fi. ....-:..:::$QUTHLAHD,iqorU:.qf<ATIOH ....:~~~~A!~..::;:;:~?..::.., ';'.;~!;tA; ,'''~:?'':~~:;~.':. "~;~:~'~~~:~S~':~'.i~'.~-:::~~. ;::~'~-~:' .:... . . X& = 0.7745 Ys = E~~JJ!~~B~lZ'9~~<~.q -~~....::.::~~7t'fP;:7.iI"';Z. .~>tL~Y~' ~..'., r-i:'eJlien' . ~'OaJ;"" r~.'" ,~: -";-.:0.0.' '2A"",'Y€:'lo:i~t:~:~ ~"~'1C:'$lt'"' "!' ;IP.... ". .. -.~. ...~i.;:::.i!> y' ."1i? "~'" .irf';'~vr' '. .<~: .', '.~ ~f::~~~~'g~~~:fl~ }~'}"'" . ~~~~~~,.i'<:'~: : .~, " Elemen1;C005J Xe = 0.0255 Ye = Element[006J Xe = 0.102 Ye = ~iI2~fit~!i&!.~,'~t . ir!ft~l 'r" -1. 6'3'3 .~i[~~! :i;:. = O;'~51' 1; .., o. 051 .. t =, 0.0.51 -0. 648 t = o. 051 o. 648 t = o. 051 O. 7245 '1; == O. 051 i: 0....72..<\5 1; == O. 051 0.801 t = o. 051 1 . 6'39 t == o. 051 put Data: , ~'i;i2~:iI~!~ = 0.118'338 Sxb == = 0.026077 Ry = = 0.05'3307 Sy~ = ..... .. .- ::::K'.~. '~:::::r'; :Ji:..:::;:--:~.:;,....-::-. ..... ...... ....... . . ..... . --.. Xo = Xsc = Cw = ..... ..":~~~11;'~.t.:::' j .;J:..fI~c -0.554762 -0.115063 0.009007 '0 .J~~,g~~:~ O.~ 7~~~~ 0.. ?~~'~'9? Yo Ysc Ro H/tr.~ift:ji,'a :i:: .".-" .:-:~.:--.:;;'. ':.-;'. -1.'335785e-008 ;()'~,0002Q'3 . ,,'O.~ ~1~53'3 0.118'338 0.32'3248 0.072376 .,.~<::,q~?Qe~76 lh~72~A'~~;-()J;~ . . .:Q~{'31'6S.~9 1. 172738e-007 9.7'315'32e-008 1.120807 1 1.380824 0.302186 = = ._;;:{'.-.... :.,;. .. '.4~;~~.'.:.:>. :~.~::::..-_::..:;:;.::: -. '. '~;~...:. .:,;.;~~.'... ..'KS.....,.. ":.!~.t ;::;'- '~. - ..:\~:,-,-, ~"~ '~~.~ '. ,v.. 'X" ,: '.\.; '. :;. f.~!'<" ~';' '..,~ . .--~f.~:' '; · '.~i~'~~:~,.;~". .. . .~&~\:f~~~" ~ I> . .. {~~f/r~- ~ ... .~~~ .~.:::.. :;';<~t.-.:'~..:'.'r ":. ...~ : . ~Z...: .- . , :'~~~~:7~.;~~jIH:f.;~~ < ~_ORPORATION 2 Ys = 0.035 ".':: . ...-035 c 1:; ~". ,..... . . . 0; i~u .1; c . e" '1;" = o M -~ 7 0.07 OMd7 : . ,"-:.: '.~~. lutput Da1:;a: -UM'.5346~1------- ----- 0~'00044e ,0.63589 o. 204802 -----..- 0.63589 C?>. 07~ ________._.--- . .0.1 770a 045 9;;:.{\Q86S8 0.799282 -0.264631 1.444443 ---0'';;.693804 ----------------- .O~g~~a91 .0..56A\99 ";1;::.~x;:t"r::".&~o.~~-..i_1i7~4;?;i;!:1J ...: :; - - Vr.... c"'Sxb Iy c 0.109497 Ry = Sy 1 = ~48'~ Sy-" = '. :;'i<: '. 'r.' .""1: t;. : :~'G ,.:4~J?f.f;~~~;;.~i~. ;:. :~~a'.x : . .' <, ..... .... 'j,<n,..... . ..'O~ 41<:1 "y.. ..Theta - . ~;~..., .;..~~i:.4-:.t.. <:~'''":..' ~.;....; "" .~.<L, :~~ /..... .: ....~./.. . .' . . ,'"'.;. "':'f,'~ . i!h.:' c.;i.... . .,';iP:t:!J."'? - 6 -:,,' :Rm-ax "" :,;...~_...t"":~.:~.::. .~:.Y.A: .v:- .......: ~'" ,. .:::' ........ "'. ......-~~ :.~...:lI.' ,.......{Jo. . ........ "y~o . '" Xsc = -0.264631 Ysc c Cw = 0.032618 Ro c .... .:~t~:"".':. ....;.c ". __. .... ,.n . .-.. ....... .. . -..... .-, ... ....-... . .' .::r. :''-.>>:'..' ~:;_: .. .. ---------------,------_._- ------- - "::::'.. ... ....:;.:.~:(:~~J't~~:f}~. . ... .......-,...., -........- ,.:-:.....:<....~~.;,-.;. '.. tiAWH ,Q(j~~~RA"TION - SOUTHLAND CORI=<OF:ATIOt-l HJl~~~~+~::,~< ,}~~:~t~*i>~::07~";::.' .. - ,". . . rlput Da-ta: Xs = .. fj_~i~i: .. Eiemen~[004]X~ = Elemen~[005] Xe = 2 Ys = ::j~ai~~l~ 0.14 2 Ye = Ye = '-1.065 -------.-' - .'-.- -1.065 -0.96 0.96 1.065 1.065 t- ~ - ~ == ~ '1:; 0.07 0.07 0.07 0.07 0.07 u .=~>,. = ";'{,.:. }~1lti:~~~~~.. .. - OM 415$89.' 0.358077 0.325525 = -.6.8136'96..-009 = 0.000679 Rx C 0.928232 Sxb = 0.325525 ~ ;.. .'. ,~..-6'5~~61--'- -....~,~~.< '~".(0'~41 .:,7.'~.:::F.:(:~::.:;."~~077 . a 4.0677098-008 Raax = 0.928232 y,~ = -1. 335725e-007 . ..:....~~~~.,:it ..... .... ~...::;~:.-~.~., = = --' .,..,., 'i:l~t..~-'"' . ;: ..:"...~. ~ .J: ",;,,-::;.. '.: ..;' , ::'i.:~.::Y.. .:~:. {,. .-'..: ..:, . j. / . ".-, ." C 0.536028 Ips.c ... 1.469039 r 2.00 f 2.00 L J L- 2.20--1 r' 2.00 L L2.00-J \, I , . .070 UPRIGHT. . ALL .070 . STRUCTURAL -1 II. 00 L3,oo---1t 11.50 r i i i .80 --11.00 L --J 1.000 . ~~O OUTRIGGER . SUPPORT .051 MOUNTING ANGLE f 1.90 L l.a 4.94 l 1. 90 J ~I UPRIGHT BRACKET TO LIGHTBOX .010. 1 ~~ -0 310 CJ (/J ~" ~ ~o CJ (,0;0 --rJ ue") --rJ .......- q)~ n <:Jo rT1 i' l;;O CJ 0~ >< I 0" (,0 ~ U V) :J> t:::J ~ S;] ~f[jl ::z:~ ~~ * ~ ([ill ~ I ,....Jl gn'-U ~ ~ {oj ~CJ ~~ ~-4 0" 0" ru ~~ 0 ::z: I ~ (f) 0 c: ~ ::r: s;: z 0 I ; ~ W ~ r 0 rT1 ~ s:: -... ;Q "" rr1 , ~. ~ II )> ~ . 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OJ)flnVJ 38 01 smJOr lV-l llV 1J(J (lVOkW) ~NIHSfU NO 03S0 ~3HSVM. 3N~d03N 1M 1Gl~ :)N11l!OOll)~ .l X )oL-lI' ..O......L = ..v/l :31005 N~15Ja 5,06 3~1 L1JO~1:nJ - 3~'v'~Im'illSIX3 NOrl 'v'^31TlNO~J- i! J ;- ,hi " ~. ~"Il ~. ~ '1 :s- o . . ... .~ -, .' . UGHT COVER SUPPORT ,070 A-60 GAlVANIZED STEEL r FlASHING .024 A-50 ......... .. GAlVANIZED STEEL UGHT COVER ~~ 0 0'...... UPRIGHT BRACKET .032 A-GO .:: - 070 A-60 . GAlVANIlEO STEEL 7 GALVANIZED STEEL (BRONZE) I'U . ~ UGHT BOX ~ I~~ /0' STRUCTURAL .029 A-50 0 ,,~ 070 A-60 GAlVANIZED STEEL · ~ ~ GAlVANIZED STEEL (BRONZE) ~ ______ -'" L.. ~ 0 4 f.T. O.C. ~ EXPANDER PANEL BRACKET COVER -- ,063 A-50 .063 A-GO ~ ~ GAlVANIZED STEEL GALVANIZED STEEL (SOUTHL\ND SILVER) (BRONZE) _ __ -... 8.500 - J ~-----ACM PANEL J MY REYNOBOND 48" X 96" - 1.630 W/ STRIPES -... 5.120 DETAIL l-A2 Scale: 1 1 It -l'-rj' J 3.5 TO 5.-. 1/4.xl 3 4 ~-= MASONRY ANCHOR ~ ADJUSTABLE MOUNTING ~ F63 BRACKET A- 60 GAlVANIZED STEEL F6S -j t f6\ j5. SECTION B-B Scale: 1. -l'-rj' PERIMETER WALL LIGHT FIXTURE - .--- a t -1/ - A I ~ FASCIA DOWN LIGHTING _A .LIGHTING PLAN fiXTURES AVNL4.BLE IN 4,6,8 FT. LENG1l1S PERIMETER WALL DOWNUGHTING DlSTNU rROW f1XT\.IRE 2' ,}' 4' S' 'v1:RTICAI. FOOTCANCUS DISTANCE FROt.l FIXTURE HORIZONTAl. FOOTCANOlES [8' WX'-l B ;.--- ~ ~- / I A 2' 4' 6' 8' 10' 12' CUT EXTENDED ~SARD DOWN TO ROOF UNE BEYOND FASC~ L..,-- B . . o. = SIDE ELEVATION N,T.S. 112-14 X 3/4. SELfDRILUNG SCREW USED ON STRUCTRAL (lYPICAl) r f~SHJNG ,024 A-60 GAlVANIZED STEEL _I.a. 112-14 X 1. STRUCTURAL " SELroRILUNG SCREW .070 A-60 ~ 'WI NEOPRENE WASHER GALVANIZED STEEL USED ON FL4.SHING o 4 f.T, O.C. a (lYPICAL) OUTRIGGER SUPPORT - -f~ ~ .070 A-50 I J. GALVANIZED STEEL / / ~ EXISTING fASCIA DETAIL 3-A2 Scole: 1 1 It -l'-rj' BRIGHT ORANGE I DARK GREEN 'I I CARDINAL RED I ACM PANEL ~ J MM REYNOBOND 48" X 96" W / STRIPES l+ EXPANDER PANEL ~ ~ ,063 A-60 A GALVANIZED STEEl t-/~ ~~ (SOUTHlAND SILVER)r Ko " I \ 14.000 J 1 ~ BOTTOM TRIM & SOffiT .032 A-60 GALVANIZED STEEL (BRONZE) DETAJL 2-A2 . ~ , - .3 lit TO 6" VAAIES ,30.4.-1 41r~ L J,ID bdJJ ~ 37 FT. ~ VARIES ./' '" / L;? Ls ~IIJ 2\JR2I1I1 [ \ ~. [] ~ .,/ r--- 48" -., NEW FASCIA LAYOUT Scale: 1 1 It -l'-rj' I 1 I I Scale: 1/4. -l'-rj' t B TYPICAL EXISTING BUILDINGS F ~I~~ EXPANDED MANSARD EXAMPLE 1 ~ ~ ~ ~ L{} rr.;;l 0~ /~'i~ ~ ~ 'T1 ~ /~0 //~'i WOOD MANSARD EXAMPLE 2 ~~~ ........ 1...- I -..... ...- [] -....... ...- WESTERN REGION MANSARD N.T.S. OUTRIGCER SUPPORT N ~ .:::IE .070 A-60 j5 ::> N z C> GALVANIZED STEEL N ~ N i ! w 1.f0UNTlNG ANGLE Q.. 0 (/) ,063 A-60 GALVANIZED STEEL (BRONZE) ACM PANEL ~ 3 MIA REYNOBOND 48" X 9f> wi STRIPES It ~f MOUNTING ANGLE L.j.,. ~~ .063 A-60 EXPANDER PANEL ~ . ~ GALVANIZED STEEL :~~~Z~~ STEEL _, ~ ~~ ~., (BRONZE) (SOUTHLAND SILVER) i 'I ~ - J 1/2. TO 0 ,~ ~ VAAIES BOnOM TRIM & SOfFIT -C' '" f .032 A-50 r'-- SECTION TO BE REMOVED GALVANIZED STEEL 14000 ONLY IF' NECESSARY (BRONZE) . OUTRIGGER SUPPORT .070 A-60 GALVANIZED STEEl SlOPED ROOf 1 .71S = 38 LBS. PER/ LEN. fT. 1 j 9.25. I Fl VERTICAL F ASClA 41S 16S 1 I 71S = 33 lBS, PERI LEN. FT. j 1 9,25- I UNIT WEIGHT: T Scale: 1 1/t' -1'-0. DETAIL 2-A2-M Scale: 1 l/t'-l'-Cf 3'15. 13.25" I I I t ---1 f I I T t 48" I I I l l I I I T r JJ5. 3.25. NOTE: LOGO TO BE CENTERED IN BOTH ~RECTlONS Of LOGO PANEL [[ll]].(tfiJ)I~J]J.[[ll]] I STANDING SEAM '/ ~ ~8 TOWER MANSARD -..... EXAMPLE 3 STANDARD MANSARD EXAMPLE 4 ~I~I~ C'- '\ " " EXAMPLE 5 ~I ~ I~ EXAMPLE 6 F ASClA DESIGN 1991 STANDARD BUILDING CODE 110 M,P.H. WlNrJ (Jl ~J ~,C}...x-,,~~ 7 -;0-1' I ,..,..., 0"> I o z ,..,..., ~ I W r- <..:> b 0 Z I ~ <..:> ~ ~ <{ 11- :2: I<t" ~ ~ ~ .. w (\) . o --' o ~ (/) 1xi ~ I o z :5 :r: I- :J o U) ~ ~ a z CJ ru t-i(8 7J ~ g ~(Y . [OJ D ~ o & z D CJ fL. LJ t:; u:r:~ (illD ~ ~ ~t=J~ [OJ~ ~ fii? Z;; ~ &b ~ ~ t-i f-- ~i:3 a.. ,..., 0) I NO "'3 '0 oLf. "0') t3f;1 -0) ~~ ~~ La.. ~~ <r: [f) ~i N \.r. Q) (]) ~4- ~ 'O~ ~ <:) C- '--.....) --r-- I I 0 N I I I -L - ~ - I I I I I ):: I \~ ~ ..J ~ <) "3 () ~ i "'-.J I I I ~ .. rtl..!: -~ a.=, o t.r.n o '-0 a.N to e a. Q)..!: ..!: (/) ~ C ~ 4- 0 . o I- to -0 0\ ..'- '-O-t. --0 .;;t . lJ.. I)~ o I) .. - Q) ~ COr.n4-J C .. C =' 0'- 0 U .. ~ (/) 0 - I) 0\ - (/) .- to ....!: 0- 00 t. ~ .. (/) ..!: ~ ~ a. 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