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RC-13-1405 (2)y BUILDING PERMIT APPLIC t Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 f 36 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BY: JAN 132014 FBC20 Permit No. Permit No. 'c -6 / 3 - /9-0,5-- JOB ADDRESS: 4=4 7 0 9`dev.,) S . Miami Shores County: Folio/Parcel*; d2 0 6' ®� 7C ate/ Is the Bn$dhng Historically Designated: Yes NO - Flood Zone: OWNER: Name (Fee Simple Titleholder): c%c�Zr/i✓ �- /Sh r Phone*: Address: 70 /Y e- S n'7/ 41-,1 t LSh0" —. -S State: AC,/- zip: .4.2:2/2E_ Tenantlix�e Name: Email: Phone CONTRACTOR: Company Name: Q/e- 4) / lyC, Address: /1'61- •' %l0 7i`� �S�[. (Sty: /1/. /27 r/ctor State: / •c Qualit�Name: 2 &u# `t7 r)74,51-)CC--C, • :'3,.=3!x' State Certification or Registration 9: al C. Q_4 9 tQV Certificate of Competency 6: DEstGrefitt, Ambits t/Engineer: Value of Work for this Permit: $ Square/Linear Footage of Work: L( L' Type of Work: OAddidan OAltaation DNewv ORepairP cplace lion Damon of Work: . Phone#: Pholm1f: Coot thru tile; a *** sere** *** *«.w *****.*«....a g *****:ass*******«*.« ************** *e Submittal Fee $ Permit Fee $ 3 g. I ' CCF Fee $ Radon Fee $ DBPR $ Bond $ Notary $ iliraininaducadon Fee $ Tedmology Fee $ Double Fee $ Structural Review $-� __ ■TOTAL FEE NOW DUE $ CO/CC $ • 4, BandtngC i y's Name (if applicable) Bonding Company's Address City State ZP 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. I understand that a separate permit must be secured for ELECCTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILIRS, 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 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. 'Ova or Agent The foregoing instrument was acknowledged before me this \. day of 201 by�r,c'� " ∎s\- , who is personally known to me or who has As identification and who did take an oath. yti NOTARY PUBLIC: * * *****s***** * ************ **s* *** *** APPROVED BY Signature aM4a Contractor The foregoing instrument was acknowledged before, ante this day of , 20E by�NNea40 &9tAC'e z who is persona* known to me or who haaprodaced as identification and Who did take an oath. NOTARY PUBLIC: ******************************* ** ***a **** * **** *** ******* ****a* Plans Exa finer: Zoning /%727/1 2 1 % Structural Review Clerk (Revised 3/I2/2012)(Revised 07n 0/07)(Revked 06/1O12009)(Reviscd 3/15/09) BUILDING PERMIT APPLI Permit Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 JOB ADDRESS: /..? 9 /!/e S>c FBC 20 Permit No. Master Permit No. /2e —Z a-1 3 / y/c)3— City: Miami Shores County: Folio/Parcel#: / /- 3 0.20 O a v S'./ Is the Building Historically Designated: Yes �' NO Flood Zone: OWNER: Name (Fee Simple Titleholder): J0 G c f `N /46 e Phone#: Address: 0%2 7o Nom" 9 pr,J � City: !'Lt 11-0 e. E5 State: F"./.._ Zip: 3.? J 3 I3 Tenant/Lessee Name: Email: Phone #: CONTRACTOR: Company Name: L-U N d i /7i Ai") eZ.& //YC.. Phone#: Address: F5 N e- 9 E3`7'h . City: _AL /4t,ca S //v State: Qualifier Name: Miami Dade Zip: 3.3 /38 Zip: 3 3 J 3 Phone #: State Certification or Registration #: 1 ®O 7)3 Certificate of Co mpetency #: Contact Phone#: Email Address: DESIGNER: Architect /Engineer; Phone #: Value of Work for this Permits $ 364 CPC) Square/Linear Footage of Work: Type of Work: °Address °Alteration °New. OR an/lt lace ep °Demolition Description of Work: .,/e.-..:411% I /QL, d /4 — .' / A. /4# Submittal Fee $ Permit Fee $ . t'e CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ >31.. 6A Bonding Company's Name (if applicable) Bonding Company's Address 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 jursdictton. I understand that a separate permit must be secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEM hRS, 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 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 reinspectio ee will be charged. Signature a, gent The foregoing ins If 4 + was acknowledged before me this . ` J d a y of , 20 14 b y - 5 - 0 c i '124 who is Js k own to me or Who hasp ced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this day of 20 k Lkby LOv y o hk `C� who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ■ • * * * * * ***a****+**** **** *pa x, * ******, yaw * * ** **** * * *, *** * ** * *, * **** *** ** * -cr/ 4.. rid'," Plans Examiner Zoning Structural Review (Reviserl31]12O12XRevis i 07I10 /07XR 0611012009XR ised 3115109) Clerk BUILDING PERMIT APPLI Miami Shores Village JAN 1g2014 Building Department .o0S0 N.B2nd Avenue, Miami Shams, Florida 33138 Tel (305) 795.2204 Fax (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949' Permit Type LUMBING�? JOB ADDRESS: /-7 `i 0 /V E 9aZN'J d lVfliami Shor s Folie/ParceN:, l /- 3 2-53 0 a 71.51 Is the Building Historically D,edgnated: Yes NO FBC20 Permit No., Master Permit No. £ —Go 3.71 do s PL -6, -/ t 7 MOW Dade 33/3. . Flood Zone: OWNER: Name (Fee Simple Titleholder): LO (e 'i, V : Address: d)- 7 0 /V L 9 2 N1 Si city: /use i S/to r, -S Tenant/Lessee Name: Phone#:, Email:. 4F:3313 c; CONTRACTOR: Company Name: T E Cc'c_E ?Lt? -, ✓ C-7 per; 964/ — 4/ 72--229z Addrasa: JO 3 9jo2 !v S i /°ot &4 GL — .3.332 / pier►: (9.S4/ 472 -Z24 .- VN'1 .LAy.GO/11 Sv;-e 100 Caetifia4e of yew J ae coke car: 2)4 v/ State: Qualifier Name: . To6 Ka l e State Certilcationor U:. 0.L9Z' Contact Phon 1954 472 -x.242 Email mem DESIGNER: Architect/Engineer: dO Vane of Work for this Permit: S fIQD Sgwreilt ilea r Footage ofWork: /a L 'Type of Work: OAddress DAlteration ONew /Rep '' , ()Demolition Description of WorkC: 4,L Q v &. -V 7-444. x.,. h 6inl k/44 -vr ' 71 F Submittal Fee S Permit Fee S Scanning Fees . Radon Fee s Notary S Training/Educates Fee S Double Fee S Structural Review' CCF S CO/CC s. DBPRS Bond S Technology Fee S TOTAL FEE NOW DUE S Signature Contractor The regoing instrument was acknowledged before me this tv day of J'n,my � , 20 14. by ® Idle , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Comm Bonding Company's Name (if applicable) Bonding Cnolpinties 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. 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 $1500. 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. Owner or Ag The foregoing instrument was acknowledged before me this �3 day of + �w 20 JR, by .30c G who is known to me or who has pro8Ziced As identification and who did take an oath, NOTARY PUBLIC: APPRO BY c - P et, NICHOLAS ROSE MY COMMISSION # EE078180 EXPIRES March 27, 2015 '•�iin (407) 598.0153 FlortioNotarYServke.com * * * * * * * ** * * * * ** ** * *** * * ** *4 * *e***tic************ * *** (.,� -o /'" 9 -/9 Plans Examiner Structural Review ( Revised./ )212012)(Revin%1©7 /10/07XRevised 1012ti09XRevised3115/09) * * * ***** * *** ** * ******** Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Viith Permit No: R C.13_ 1 fof Page 1 of 1 Structural Critique Sheet {- cico- rml evil GWe- pro v,7 2 i C -e- pro v. ' e ��+-� °-ice � � � Gcs- ,t• -r.� J.J i era, e 6-1)L. u. oihtlreivi 141'A N "GPs am, $"'- `A., �i/J+° -4 / J . STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mehdi Asraf Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 January 27, 2014 Permit No: RC13 -1405 rry C PY Building Critique Review 1. Calculation provide is for a project at 536 NW 34th Street. 2. Provide a wood joist layout with dimensions and a certification from the engineer certifying the wood floor structure. The certification should reflect the methodology use for the inspection. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Viage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Vii6//? Permit No: Rc13 —loos( Page 1 of 1 Structural Critique Sheet {- u-r4 e cA L \. cw,e- fre,Awtaid. f62.0.0-e- pro 6.4A-40--t vv.') 40 etCev, .e. mon Cis- ,/,r.04 r e ealel qy. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mehdi Asraf FLOOR LOAD CALCULATIONS FOR SINGLE FAMILY RESIDENCE PROJECT PROJECT: MRS. JOCELYN FISHER 536 NW 34 STREET MIAMI, FL. 33127 DESCRIPTION FLOOR LOAD CALCULATIONS Prepared by: Luis Rosas- Guyon, P.E. R.G.E. Consulting Services, Inc. 11401 S.W. 40th Street, Suite 245 Miami, Fl. 33165 COA: 27872 PAGE 1 OF 1 • Titl9 Block Line 1 You can change this area using the Settings menu item and then using the °Printing & Title Block° selection. Title Block Line 6 Wood Beam LIc. iKW- 06000542. Title : Dsgnr. Project Desc.: Project Notes : Job # P:in,ed 10 DEC 201> 12r,, Description : -FLOOR JOIST Material Pro erties ENERCALC. INC. 1983 -2011, Build:6.11.4.5, Ver:6.11.4.1 Licensee.: COMBINE() ENGINEERING SCIENCES''' Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species : Southern Pine Wood Grade : Non -Dense Sel. Structural: 2" - 4" Thi Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral - torsion buckling D(0.04 L(0.08 1850 psi 1850 psi 1750 psi 480 psi 175 psi 950 psi Calculations per NDS 2005, ASCE 7 -05 E : Modulus of Elasticity Ebend- xx 1700ksi Eminbend - xx 620ksi Density 35.44pcf J, Apr flied Loads 2x12 Span =16.Oft Uniform Load : D = 0.040, L = 0.080 , Tributary Width =1.0 ft, (FLOOR LOAD) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs .._.� Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection • r. Service loads entered. Load Factors will be applied for calculations. 0.787. 1 Maximum Shear Stress Ratio 2x12 Section used for this span 1,456.36 psi fv : Actual 1,850.00 psi Fv : Allowable +D +L+H Load Combination 8.000ft Location of maximum on span Span # 1 Span # where maximum occurs 0.393 in Ratio = 0.000 in Ratio = 0.590 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations • Load Combination Max Stress Ratios ^ Segment Length Span # M V C d C FN 488 0 <360 325 0 <180 Design OK 0.434 : 1 2x12 75.95 psi 175.00 psi +D+L+H 15.120 ft Span # 1 Cr Cm Ct Summary of Moment Values Summary of Shear Values Mactual fb- design Fb -allow Vactual fv- design Fv -allow +D Length = 16.0 ft +D+L+H Length = 16.0 ft 1 0.262 0.145 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1 0.787 0.434 1.000 1.000 1.000 1.000 Ov. rall Maximum Deflections - Unfactored Loads Load Combination Span Max. ° -° Defl Location in Span 1.000 1.28 485.45 1,850.00 0.28 25.32 175.00 1.000 1.000 3.84 1,456.36 1,850.00 0.85 75.95 175.00 Load Combination Max. °+ Defl Location in Span D+L 1 Vertical Reactions - Unfactored Load Combination 0.5895 Overall MAximum D Only L Only D+L Support 1 Support 2 0.960 0.960 0.320 0.320 0.640 0.640 0.960 0.960 8.080 0.0000 0.000 Support notation : Far left is #1 Values in KIPS A Zxiz X 29 ©L. = 2.0 4 2 "61 ca. i-.1-= *OC2)- 'SvpLtr RGE CONSULTING SERVICES, INC. CONSULTING ENGINEERS 11401 South West 40th Street Voice: (305) 386 -3858 Suite 245 Fax: (305) 553 -0950 Miami, Florida 33165 E -mail: luis@rgecs.com February 10, 2014 Mr. Ismael Naranjo Building Official Miami Shores Village Building Department 10050 N.E. 2nd Avenue, Miami Shores, Fl. 33138 Re- 1270 N.E. 92 Street Permit # RC13 -1405 Dear Mr. Naranjo: Pursuant to your "Building Critique Review" I am addressing the following issues: 1.- Calculations provide is for a project at 536 NW 34th Street. Response: The structural calculations cover sheet have been corrected to reflect the address mentioned above. 2.- Provide woof joist layout with dimensions and a certification from engineer certifying the wood floor structure. The certification should reflect the methodology use for the inspection. Response: Attached to the floor joists calculations I have attached a microfilm copy of the existing floor framing plan and an architectural microfilm plan showing the typical section for construction. See pages 2 and 3 of the submitted structural calculations. With regards to the certification, see attached certification complying with your requirements. osas -Guyon P. P.E. # 13725 STATEMENT OF INSPECTION AND CERTIFICATION Project: Fisher Residence Renovation Address: 1270 NE 92 Street, Miami Shores, Fl. Permit No. RC13 -1405 As requested by Mr. Ismael Naranjo, Building Official, Miami Shores Village Building Department our office inspected the above referenced residence on January 30, 2014. The inspection was conducted by the undersigned and these are the findings: 1.- The property consists of a single family residence built in 1956. 2.- On the date stated above I made an inspection of the existing floor system. At the time of the inspection the contractor had removed the existing floor and sub -floor system in order to expose the existing wood floor joists. See Picture 1. 3.- The wood joists observed, complied with the microfilm plans obtained from the Miami Shores website, were all 2 "x10" at 16" on center. See Picture 2 and 3. 4.- Given the age of the structure and prevalent building historical data it seems that the grade of lumber for the joists was Dade County pine or similar grade. Given the above mentioned observations and information, I, Luis Rosas- Guyon, having performed and approved the required inspections, hereby attest that to the best of my knowledge, belief and professional judgment, the existing floor components of the above referenced permit are in compliance with the approved plans and other approved permit documents. I also attest to the best of my knowledge, belief and professional judgement, the approved permit plans represent the as -built condition of the structure. LRG;cc as -Guyon P. P.E. # 13725 RGE CONSULTING SERVICES, Inc. 2 Picture 1— Typical Wood Floor Joist Picture 2 — Showing 2 "x10" Wood Joists RGE CONSULTING SERVICES, INC. Picture 3 - Showing 16" Spacing for Framing RGE CONSULTING SERVICES, Inc. 4 FIELD COPY FLOOR LOAD CALCULATIONS FOR SINGLE FAMILY RESIDENCE PROJECT PROJECT: MRS. JOCELYN FISHER 1270 NE 92 STREET VILLAGE OF MIAMI SHORES, FL. DESCRIPTION PAGE FLOOR LOAD CALCULATIONS 1 OF 3 MICROFILM STRUCTURAL FRAMING PLAN 2 OF 3 MICROFILM ARCHITECTURAL PLAN — TYPICAL SECTION 3 OF 3 Prepared by: Luis Rosas- Guyon, P.E. R.G.E. Consulting Services, Inc. 11401 S.W. 40th Street, Suite 245 Miami, Fl. 33165COA: 27872 Existing Floor Load Calculation Fisher Residence renovation 1270 NE 92 Street Miami Shores, Fl. Title: Fisher Renovation Dsgnr. LRG Project Desc.: Project Notes : Lic. # : KW-06000542 .:, Description : typ Joist - 2°x10" @ 16 °64.. Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Job # Printed: 10 FEB 2014,11:16AM EIQERCALC, IMC.1983- 2011; Build:611.4.5, Ver:611.4' Licensee : COMBINED ENGINEERING SCIENCES Wood Species : Southern Pine Wood Grade : No.1 Dense: 2" - 4" Thick : 5 "-6" Wide Beam Bracing : Beam is Fully Braced against lateral - torsion Fb - Tension 1750 ps Fb - Compr 1750 ps Fc - Pal 1900 ps Fc - Perp 660 ps Fv 175 ps Ft 950 ps buckling Calculations per NDS 2006, ASCE 7-06 E Modulus of Elasticity Ebend- xx 1800 ksi Eminbend - xx 660 ksi Density 35.44 pcf Applied Loads Uniform Load : D = 0.0270, L = 0.0540 , DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Tributary Width = 1.0 ft, (floor) Des[• n Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.884 1 2x10 1,546.40 psi 1,750.00 psi +D+L+H 8.250ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.510 in Ratio = 0.000 in Ratio = 0.765 in Ratio = 0.000 in Ratio = 388 0 <360 258 0 <180 0.376: 1 2x10 65.74 psi 175.00 psi 15.758ft Span # 1 Maximum Forces & Stresses for Load, Combinations? Load Combination Segment Length Span # M V Max Stress Ratios Cd CFN Cr Cm Ct Summary of Moment Values Mactual tb -design Fb.ailow Summary of Shear Values +D Length =16.50 ft 1 0.295 0.125 1.000 1.000 +D+L+H 1.000 Length =16.50 ft 1 0.884 0.376 1.000 1.000 Overall Maximum Deflections'- 'Unfactored Loads Load Combination Span Max -" Dell 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.92 515.47 1,750.00 2.76 1,546.40 1,750.00 Vactual iv-design Fvallow 0.20 21.91 175.00 0.61 65.74 175.00 Location In Span Load Combination Max. " +" Dell Location in Span D+L Vertical Reactions - Unfactored 1 0.7646 8.333 Support notation : Far left Is #1 0.0000 0.000 Values In KIPS Load Combination Support 1 Support 2 Overall MAXimum D Only L Only D+L 0.668 0.223 0.446 0.668 0.668 0.223 0.446 0.668 1111/111//k" , .•• . . 45,V1V1410,