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FW-06-2934Permit Number: FW -12 -06 -2934 Invoice Number: FW-12-06-27007 Applicant: ST ROSE OF LIMA CATHOLIC CHURCH Company Name: ST ROSE OF LIMA CATHOLIC CHURCH Owner Address: 9401 BISC BLVD MIAMI, FL 33138 -2970 Job Address: 415 105 Street NE Miami Shores Village, FL Date Thursday, January 11, 2007 01/11/2007 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Payment Type Check Number 042163 Amount $890.83 Change $0.00 Total Payment: $890.83 Page 1 of 1 o oatoi , dOvre a11ot6i BUILDIN Permit Type (circle Tenant/Lessee Name Structural Review. Miami Shores Village 00_ a Building Department 12 10050 N.E.2n venue, Miami Shores, Florida 3313 e ✓V` Tel: (30 vIE 972 DEC 0 6 Z006 PERMIT APPLICATION B FBC 2004 Building ® Electrical Job Address (where the work is being done) City Miami Shores Villa e FOLIO / PARCEL # Is Building Historically Designated YES County Contractor's Address Q/A 5 -O ,6 City ge96e.. l / State / Qualifier Name PI Es 1 1f (Si A State Certificate or Registration No. .- Value of Work For this Permit $ ,�3 5 . °= Type of Work: Addition DAlteration , __ Describe Work: x a, et. -, iti its •� ��., ._ ,r �,.� r� o s 1 0 &. Submittal Fee $ Notary $ Scanning $ Bond $ Code Enfor ement $ 6 t =' 120 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) S , ' Q 1 pl-� ��� ®f LIMA. Phone # �U 07-9775 Owner's Address 415 . E_ 1 0,� m ,tf4 , Cit �cvt ; Ja/ tt 5 State FL Zip 311 Pskli Contractor's Company Name Radon $ DPBR $ Phone # Permit No. W% 2C Permit No. .e Mi ami -Da e Zip 3 ( I NO Double Fee $ Total Fee Now Due $ ego sPcNS Phone # (2 ) ( :c 2- 37E? e Zip 3 3 /Y 3 Phone # e)gri 61=2- — 57 Certificate of Competency No. ee° f9 e S ®e' / ,11 Architect/Engineer's Name (if applicable) - et/ err & Phone # � � 0 5— 5-5-6 ®S Square / Linear Footage Of Work: ***************************************F ************* *** * * ***** *** * * * * * ** ** ** *** ** ** Permit Fee $ D /c���� • CCF $ • yC Training/Education Fee $ Technology Fee $ R (03 CO /CC Zoning $ See Reverse side - fr NO) u 04'8 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 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify thatno 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 inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be a ection fee will e charged. Sign: Print De, (Revised 02/08/06) Owner , Agent /', The foregoing instrument was acknowledged before me this day oe�.t c 200(a , by c ►mus who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: * * * * * * * ** ** * * * * * * * * * * ** APPLICATION APPROVED BY: , 1 Commissionu D25 20 p o fi res Aug , The foregoing instrument was acknowledged before me this D4 , day of X,A n , 2OO b I t2 1' Ill F Il who is personally known to me or who has produced as identification and who did take an oath. LIC: 2 CO , argaS I Ulc��r'se. Sign: Print: My Co ission Expires: ******* * * * * * * * * * * * * * * * * * * * * * * * * * *** * ** *** * * * * ** * ** Plans Examiner .Engineer ty tpot Zoning Job Address: 415 105 Street NE Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Issue Date: 1/8/2007 Expires: 07/07/2007 Owner's Name: ST ROSE OF LIMA CATHOLIC CHURCH Permit Type: Fence/Wall Work Classification: Iron /Ornamental Contractor(s) Phone Primary Contractor J A M WELDING SERVICE INC 305 - 662 - 3787 Yes Type of Construction: Masonry Classification: Commercial Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $14.40 Education Surcharge $4.80 Notary Fee $5.00 Permit Fee - Wire & Wood $705.00 Plan Review Fee (Engineer) $60.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $24.00 Technology Fee $17.63 Total: $890.83 Building Department File Copy Permit Status: APPROVED Permit Number: FW -12 -06 -2934 Phone: (305)758 -0539 Parcel #: 1122310430010 Block: Lot: Section: PB: Total Square Feet: 20 Re • uired Ins • ections Total Valuation: $ 23,500.00 Invoice Number FW - 12 - 06 - 27007 Total: Amt Due $890.83 1- AID l3 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. CFN 200780037790 OR 8k 25270 Ps 0358; Ups) RECORDED 01/11/2007 11 :53 :40 HARVEY RUV'Itlr CLERK OF COURT NOTICE OF r COMMENCEMENTlIAi1I -DADS COUI'iT'f r FLORIDA LAST PAGE PERMIT NUMBER ILO 06 -2934 TAX FOLIO NUMBER: 11- 2231 - 043-0010 STATE OF FLORIDA COUNTY OF DADE THE UNQERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information in provided in this Notice of Commencement 1. Legal description of property and street address: 31 52 42 it.24 AV Miami Shores SEC 5 PB 43-48 TR A Lot size 358934 Square Feet -10690 NE 5 Ave. Miami Shores. FL 33138. 2. Description of improvement Install Hallway Gate Units for Auditorium and School Office 3. Owner(s) name and address: Edward A. McCarthy - Archbishop 9401 Biscayne Blvd Miami, FL 33138 Interest in property: Name and address of fee simple titleholder: 4. Contractors name and address: JAM WeldintCt Service. Inc. 5818 SW 68 Street, South Miami. FL 33143 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond: $ 6. Lender's name address: 7. Persons with the state of Florida designed by Owner upon whom notices or other docjments may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and Address: Santa Rosa de Lima Catholic School. 415 NE 105 Street, Miami. Florida 33138 8. In addition to himself, Owner designates the following person(S) to receive a copy of a Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes, �, Name and Address: Tony Godov - 324 SW 23 Ave.. Miami. FLA/ 9. Expiration date of this Notice of Commencement (the expiration is one (1) year from date of recd - - • - - . a different date is specified: AIIP 33135 O NER 5 v I� SIGNATURE 0 Print Owner's Name: S Swom to and subscribed b e f o r e me on this I I Day of 'O_ iota 'l�l , 200 1 V Personally Known, or Produced ID Oath taken Oath not taken Notary Publi I I111II11111111 Ill 11f {/111116 and Prepared by: JAM 40 44V-e.g. Address: 56 # 5.W. 6 Y sj. SdAwn 33414.3 ' .A ev , die aft * * Commission # DD566868 `', Al Troy Expires gu 1 e Y VIG _ De( r r ID 0 r Ph 60o ez-E- Reviewer: Claudio Grande C.B.0 305-795-2204 Ext 1430 Miami Shores Village Building Department BUILDING CRITIQUE SHEET N:Eltrd AVetait Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name 5024..,/4se 4,;t4g Date 2 / / VA A,s Oecif,veg._ AjLes- "To 44/1(2 - /AA) PERMIT #: 6 o 293 Acknowledged by: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 ❑ Contractor ❑ Owner ❑ Architect VIM - {0 SuP Picked up 2 sets of plans and (other) Address: 40 ' ( E Q (D6 Fr-f-e-- . From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building) epartment to continue permitting process. 6 PERMIT CLEARK INITIAL: \•--, RECEIPT RESUBMITTED DATE: 12 k. 0 DATE: 0 z / 1 . Miami Shores Village Building Department STRUCTURAL CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 7 -'1.3 Job Name Si IPOSC of L I Date /2112 /04 .k 134sc I is .sa4 ,e se, e cob (5x 4) how �1 , � � de. a4/e 6 in 6 e anchors! z use P cn dekc In cut -(i vsf r e du no ouilleo1 or) CP She? prawirIs z be reviewed 4, o1 e/afiravec by the Criga� ear-- off'- e n- l?ecoral prior ht Su61n4 1 e l dy • 9 Miami Shores Village Building bepartment STRUCTURAL CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. N' - 7- 13 ¢ Job Name Si ge or 4 /dam Date /2//2 /04 0 .lt 6asz It rs sake sei e 44 co-/. (5 how A/4 y ou be a44 f :1 /ns /AR Me a» c h ers ? a) 5/io/2 prawirlc A be reviewed 4nol Qfafiravcd h y to 'r,9 ;leer-- of-- Re care! f,/or 7' sub / ;641 la Joe /3 Mg. • P er i-. BUILDING CRITIQUE SHEET 0 1 04/27 < r he 'ro c) * r 4 /i t9 D or 4 Li C24 S.Pd� 6e/ti 4 2a-� 6,u 2 , .tai i r C•Ati tior 12 P S5c4Q . As °ea/IAA& 6e).( tE2 i ' L. 1 l / `.AA) s4D'l v vu Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department Permit No. e9&- Job Name S d 440 Date /2 /i//O1 Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 The followin Pages were originally attached to plans with the following permit # - 1,0-0- - a93� SA4L/L Paf e2, Pe- /('I / mo e2 INJ /EMI L,41 �L 5 a 6 k JOB NUMBER .5C/ 1.01/o/ doh CHECKED — /o AJ P P led 0.0,Sr mweidcAil Tid=y 7-5 6 .Xl.X ®" " r = 6(0.7 f �^�- / (. 4✓/A1© .0/416: (4)— 7k x 5 / 99/7 = 223- // 'C-P /0/' p 22 , //X /J ���. 2 *� B& /�► � 4.- S.62 /4 Z J34 /4 4 z 3 877.75X/2 / 5,3 vr- •�, / < 2Z3• // X 1/,71/7/2 y / 3/ Icy — L315/3,52 .374 psi. < .4)446. /l.' /7¢xJ72 '1 er4 2ixT a 3. � �' Q app 41 ' /i'1e/ 1e /Cr s / 77:'=- 23.//x N.79/74 rwoo-.9q34 MIAMI SHORES VILLAGE Apply BY DATE ZON►NQ - 61 STRUCTURAL ELECTR:CP • • • • • • • • • • •, •• •••• MECHAN M;•• •••• • • • • •• • •• • • • • SECT TO Air 6 e DEC 0 6 2006 BY: _CAR.. fro •••• • • • • • • mat 1 " - DJ PL ANCE ALL FERAL, orm 35899 SHEET BY DATE // B". — DATE / OF APPROVED 5 DATE // /De°• Surface Roof angle 6 = 0.00 Roof a le 0 = 0.00 G cr'r Net Pressure wfth G CP r Net Pressure with ( +GCp i) (-GCp i) ( +GCp 1) (-GC, , ) 1- Ci OD .cr 4 M w 0 0.40 10.00 26.36 0.40 10.00 26.36 -0&9 . -3955 . 23._:t88 X1..69 - 39.55. - 23._18 -0.37 - 25.00 -8.64 -0.37 -25.00 -8.64 -0.29 -21.36 -5.00 -0.29 -21.36 -5.00 0.01 19.55 95.91 0:61 1-9:55 35:91 -1.07 - 56.82 -40.46 -1.07 -56.82 -40.46 -0.53 -32.27 -15.91 -0.53 - 32.27 -15.91 -0.43 -27.73 -11.36 -0.43 -27.73 -11.36 -0.45 -28.64 -12.27 -0.45 -28.64 -12.27 -0.45 -28 :64 - 12.27 -0.45 2844 -12.27 Surface Roof angle 9 ic 0.00. • G CO Net Pressure wish• ( +GC i) (-GC,, ) 1T 0.40 2.50 6.59 27 -0.69 :9-.89 :6..80 3T -0.37 -6.25 -2.16 4T -0.29 -5.34 -1.25 Roof le = 0:00 Surface Net Pressure wth G CPI ( +GC I ) ( I) 0.40 S 4 X „ 4 4 4 6 -0.69 -5.80 -0.37 -2 :40 -0.29 -1:25 Daniel T Li • b= usineteingifirerr:ationt PROJECT : School Offiee:Hailway Gate Unit CLIENT : JOB NO 06-0005 DATE : PAGE: DESIGN BY : REVIEW BY : INPUT DATA EXpeaureeetegofyiA„B, C cE 0) Importance factor, pg 73, (0.87, 1.0 or 1.15) Basic wind speed Topographic factor (Sec.6.5.72, pg 30 & 47) Building height to eave Building- .height .to ridge Building length Building width Effective area of components Y V , mod he hr L B A 1110 Category II 146 mph Fiat 3(1 ft = 30 `ft 100 ft if = 40 ft B I'' DESIGN SUMMARY Max horizontal force normal to building length, L, face Max horizontal force normal to building length, B, face Max total horizontal torsional load Max total upward force 99.25 kips 55 :97 1211.62 ft -kips 187.53 kips ANALYSIS Vefa3cltv-oressure- qh = 0.00256 Kb K Kd V - 45.48 psf where: qh =- velocity - pressure at- mean -roof height h: (Eq: 6-15, page 314 - Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1,pg 75) li = wiind- directionality. factor,. (Tab. 6.4, for building, page 76) h = mean roof height Design pressures for MWFRS p= g )] where: p'= - pressure'irr - appropriaie - zone: (Eq. 6= 18;'me 32). (IBC Fig.1609.6.2.2, footnote 5) • • • • • •••• NetP.cessures.Wsf Basic i oa Cases blet.P.ressuces. REFERENCE CORNER ✓ G C f = product of gust effect factor and extemal pressure coefficient, see table below. (Fig. 6-61 Pk? 55 & V • • • • G C =.product of gust.effect factor.and.interual. pressure coeffiicient.(Fig. 6-5, Enclosed. Building :(lage 49) • • • • = 0.18 or -0.18 •-.••. •••.•• a = width of edge strips, Fig 6-0, note - page -- MAX . . . . • • - - - _ - - _. •• •• _ .•• • • REFERENCE CORNER WIND DIRECTION " " WIND DIRECTION Transverse Direction Longitudinal Direction Basic Load Cases Transverse Direction • • • • • •• • • = 0.98 = .0.85 3 .4 • < eft, [SatisfactoM • • • • • •• • • • • • • • •- • • • • • • Longitudinal Direction Torsional Load Cases • • • • • • • • • • • I Basic Load Cases Torsional Load Cases 1 • • • • • • • • •• • •• • • • • i • • •• • • • • • •••• • • • • • • •••• •••• • • •••• • • • • • • • •• •• • • • • • • • • • • •••• • • • • f••• • • • • • •f{••• •• • •••• • • • • • Surface Area (ft) Pressure (k) with Torsion (ft-k) (-GCp i ) ( +GC i) (-GCp i) ( +GCp i) 1 1176 11.76 31.00 262 691 2 1058 -41.86 -24.54 0 0 3 1058 -26.46 -9.14 0 0 4 1176 -25.12 - 5.88 580 131 1E 324 8.33 11.63 282 519 2E 292 -16.57 -11.80 0 0 3E 292 -9.41 -4.64 0 0 4E 324 - 8.98 -3.68 401 164 1T 1500 3.75 9.89 -94 -247 2T 1350 -13.35 -7.82 0 0 3T 1350 -8.44 -2.91 0 0 4T 1500 -8.01 -1.88 -200 -47 Total Horiz. Torsional Load, MT 1212 1212 Surface Area (ft Pressure (k) wail Torsion (ft (-GCp I ) ( +GCp i) (-GCp i) ( +GCp 1) 1 2160 4.86 12.81 39 O O O b 0 0 h 0 0 2 1296 - 64.07 -37.56 0 3 11.63 -40.50 -13.99 0 4 -9.41 -10.38 - 2.43 84 1E E 6.33 11.63 137 2E Vert. -30.68 -21.85 0 3E O -17.43 -8.59 0 4E -54.00 - 8.98 -3.68 194 1T 2.03 5.34 -27 2T -21.36 -12.52 0 3T -13.50 -4.66 0 4T -4.33 -1.01 -pS • 1 Total Horiz. Torsional Lgld, t ' • 368.6 368.6 Surface Area ( 2) ) with {+ r ( ) NcoR WNM� Ps L 0 c � o 0 NN N Q� N pp g et tVN 26.76 70.55 2160 -( -55.83 2160 -f -20.80 1296 :.... -13.38 W r •- 6.33 11.63 540 -16.57 -11.80 540 -9.41 -4.64 324 -8.98 -3.68 E Horiz. 9925 99.25 Vert. - 181.44 -93.07 10 psf min. Horiz. 30.00 30.00 Sec. 6.1.4.1 Vert. -54.00 -54.00 Surface Area .,2 (1 Pressure (k) wah ( + GCp i) ( i ) NcoR WNM� 1296 12.96 34.17 2160 -85.42 -50.07 2160 -54.00 -18.66 1296 -27.69 -6.48 324 6.33 11.63 540 -30.68 -21.85 540 -17.43 -8.59 324 -8.98 -3.68 - 1.07 HoriZ 55.97 55.97 Vert. - 187.53 -99.17 10 psf min. Horiz. 16.20 16.20 Sec. 6.1.4.1 Vert -54.00 -54.00 Camp. & Cladding Pressure (Psf) Effective Zone 1 Zone 2 Zone 3 Zone 4 Zone S Area(ft GCp -Cdr GC - OC - 0Cp Ge -00p GC - GC, GC - G Carp. 40 0.24 - 0.94 0.24 - 1.38 0.24 - 1.78 0.80 - 0,89 0.80 - 1.07 Camp. & Cladding Pressure (Psf) Zone 1 Zone 2 Zone 3 Zone 4 Zone 6 ppgittye Poaitive pasftive , „,: -- Positive .,:,,L, 19.08 -50.90 19.08 -70.85 19.08 - 88.93 44.74 -48.83 44.74 -56. 6 Basic Load Cases in Transverse Direction Torsional Load Cases in Transverse Direction Design pressures for components and cladding q [ [ (GCp) - (G CIA, where: p = pressure on component (Eq. 6-22, pg 33) p = 10 psf (Sec. 6.1.4.2). G C = external pressure coefficient see table below. (Fig. 6-11, page 57-60) Basic Load Cases in Longitudinal Direction Torsional Load Cases In Longitudinal Direction WoIIs _• 3r� 2 - • K O5 T •O'T° • • • • • • • •• • • • • • •• • 2 3 • ••• • • 2 ••• w ••• • • •• • 3- N - • i • I �i•ia Roof • • •••• • • •••• • • • • .• •• • (Walls reduced 10 %, Fig. 6-11A note 5.) • • • OY7 ° • •• • • • •• • N 0 V, 1350 V 0 M o My o 0 I User application PROFIS Anchor 1.8.0 httpJ/wu w.. ushi lti.wm/ Company. Saul Perez, PE Specifier. Address 16451 MN82 Place, Miami Lales R 33016 Phone/Fax -/- E -Mail: Sheet 1 of 3 Project School Hallvtay Gate Frame Contract No.: Respondble: Location/Date: - / 11/28/2006 Specifier's corrrnerds: Information provided by Tony Godoy Anchor type and size: Effective embedment depth: Material: Proof: Stand-off installation: Anchor plate: Base material: Reinforcement Anchor Loading Governing loads[lb, in.-lb] N =0 M =0 KWik Bolt 3 (KB 3) 3!8 h in. Carbon Steel desgn method: Hit ASD from lilt Product Technical Guide eb = 0.00 in. (no stand -off); t = 0.25 in. CUSTOM; f„, =36000 pa; ; I x t = 5.00 x 5.00 x 0.25 in. uncraded concrete 2500, f = 2500 psi; h = 8.00 in. 4� = D M = D V = 1350 M = Governing loads [Ib, in. -lb] Ementridty Orudural section) [in.] e =0.00; e =0.00 • • .. • • a Input data and results must be checked for agreement with the a sting conditions and for plausibility) PROFIS Anchor ( c ) 2093 Hilti AG, FL -9494 Schaan lilti is a registered Trademark of FM AG, Schaan MI 3 Q User application PROFIS Anchor 1.8.0 S Saul Perez PE Specifier. Project School Hallway Gate Frame Address 16451 MN82 Place, Miami Lakes R 33016 Contract No.: Phone/Fax -/ - Respons bl e: http: //vwwv..ushilti.com/ E -Mail: Location/Date: -/ 11/28/2006 Load case (governing): Anchor reactions rib] Te :nson - Prt.ssire) 0 0 3 4 0 0 1 2 Anchor ens on force Shear force 2 3 4 a 0 0 0 337 337 337 337 max concrete compressve strain [%I]: 0.00 max concrete comprve stress[ps]: 0 resulting tenson force [lb]: 0 resulting compremion force [lb]: 0 Loads on the critical anchor 1 Des values[Ib] Utilization [ %] Proof L o a d Strength R N / R v • • Status Shear load (no bending) 337 1128 - / 30 : ••• .- • • OK • •• • • • • • • • •• • • • • Combined tension and shear loads •••• • • • • • • • • • RN Rv a Utilization RN,v [ei'• ••• Status • • 0.000 0.299 1.667 - ••• • ,• • •�,`. • OK RN +Rv 1 •• • • • • • • Details • ••• •••• • • fA,N fA,V fRN fRV inds,,ear, • • • •• • 0.758 0.936 1.000 1.000 0 *0: shear through the bolt 1: s+rear through the threads all N all VgIb] all N all V all M [in. -lb] N, c [Ib] V,,„[Ib] 820 1205 - - 274 622 1128 Fastening meets the design criteria! Input data and results must be checked for agreement with the eaating conditions and for Plausibility! PROFIS Anchor ( c ) 2013 Hilt AG, FL-9494 Schaan Hilti is a registered Trademark of H11b AG, Schaan 1 -1.50 -1.50 3 -1.50 1.50 2 1.50 -1.50 4 1.50 1.50 -2.50 2.50 2.50 -2.50 250 2.50 -2.50 -2.50 11.4111116.111" i User application PRORS Anchor 1.8.0 http: //waaw ushi Iti.com/ Company. Saul Perez, PE Specifier. Address 16451 MN82 Place, Miami Lale, Fl 33016 Phone/Fax - / - E-Mai I: Sheet 3 of 3 Project School Hallway Gate Frame Contract No.: Respons ble: Location/Date: - / 11/28/2006 Anchorplate, steel: CUSTOM; f , = 36000 psi Section type: Square hol I ow arc ti on - HSS5X5X.1875 (5.00 x 5.00 x 0.19) Hole diameter ci = 0.44 in. Recommended plate thickness: not calculated Coordinates Anchor [n.] Anchor x y 1 1.000 1. 2.500 A 0 0 0 •• • •• •• 2 1 1.000 2.500 0 0 0 • • Anchor x y y Anchorplate [n] x y • • •••••• • •• • • • • • •• • •••• • • • • We • • • • •• • • • ••• • • •••• •••• • • • •• • x • • • • • • • • • ••• • • • • • • y Input data and results must be checked for agreement with the edsting conditions and for plausibility. PROMS Anchor ( c ) 2003 Hilt AG, FL -9494 Schaan Hilt is a registered Trademark of Hilti AG, Schaan • €nd Plate ; - - - -_�i 4 x8 x0`-8 1a" w13- "0 zQ'-6 wedge anchors Typ. ea. end N 8 Undersise of 2nd. R. Slab a Exist. ca beam 33 23" spanning - 2" I 9=11" L Base date; ax5x0'5 wf 2-1,14 xO'-6 wedge anchors 4 Ed NHLT :L..O 9nnE ST YYDN 8 , .. 1k Been TS 5x5x.187 x8' -Q Beam: TS 5x5x.187 x6'-4 Steel Door Frame School Office Hallway Gate Unit 'ON ;: J T1 ( ■. ' 1 1 2 • • 5,1 .. ••• • L . C1 ' 4• ' {• •�" • •1 • •a.•a1. • 64•111 • N: ••4 . y � •• '''I.• ' ..'IL's .�..•. • ,• o, iii • . 1 • w . ' ' 1 . 1 • 4.i. • co i.._ • t L_- -- ---- . f I • ,.' I • I I I 6 l I 0 I I 1 1 1 1 1'4" Ex.st. Qoncr, beam 17 "x12" spanning 10' -0" • • • • • • • • • ..... • • • • • • • • • T • • •• • : 1.10dJ