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RC-15-946 (3.) gtt Q .... ,,,M Miami Shores Village Building Department ��ORID� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We)have been retained by Vwv to perform special inspector services under the Florida Building Code at the �r-- t1r—. project on the below listed structures as of _(date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2A.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ?� SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. Th"followingidual(s)employed by this firm or me are authorized representatives to perform inspection 1. . 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector.All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department.Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with �ved plans. •• * ; ••• ; ; ;•• ••• Signed and SealF�pR/®�®® Engineer/Arc tect •• • ®®fr. •, ....,,o.Q �D Namey�� 4.11.11 a* :.. •.. kD �! • � ® ' O;k :(Bhlne No. �5 — :�a� l 1`f` .: •. Created on 6/1 d� 0. • ••• • • • ••• • • ! A. L A. 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Holden Double Strap Riveted Truss Anchor..They are designed of 14 gauge std nm strap is made of 14 gauge seal and the seats of 20 gauge steel. plates to resist lateral and uplift forces. The its are made of 20 gauge steal. UPLIFT UPLIFT x bmb�frWlM�.ngiVt z l�att0"4s6q�to b 4gaM�t b •• .+ 's sella.wars Aswrbly DomesNo No. AmenMy D>ammion Tole1No. Total No.ofAllow"Loads Product g of Fawners Festenas is Allowable Loads(11m) Pmdact H ofFasmnors Fasces In Nom) L"Ode ( =) in Strap 20 t3A.SeatCode ) in two$hap8 2014A.Seat 6 $ 6 6 10d l%" 10da V UPM Ll L2 IN " 10da - UPM UVM LI L2 NVBTA12 12 5 6 1046 700 1049 NVHTA12 12 10 6 1506 1766 1030 1450 • ••• 6 6 1141 760 1144 12 6 1693 1987 1181 1631 • ••• NV8YAi6� 16••• • 7 NVRTAI6 16 • 6 1236 823 1239 14 6 1883 2206 1312 1812 • NVATA20 20 16 6 2071 2429 1444 1994 •• ••• • •• �•• • 8 6 1331 887 1335 9 6 1426 930 1430 18 6 2239 2649 1573 2173 NVSTAn 22 •• • • •• •• NVHTA22 22 Notes: NMW 24•• ••• NVITrA24 24 1.Nags army in straps and seat to ad&wv deft loada. •• :•• 2. See nota 6,sheet 1 for oombhwd long. • :00 •••• 3.Nets though d wnb shallnotfame tha tram plus. • • •• 90* • •••• 006 •• •• 4.•For geae[al Holm,see slmet 1. • 5.For hWwupliftloads,conmift shall he 3000 psi. • 0000•• • • • • 6.Hexed on min.2300 psi oormmUa. 0000•• VIPIN N. TOLAT,-PE (CiVll-) :. ..: • .•. : FL TIO ,2847 Nu—Vue 1 In" • • ••• • • •• t+rtoWlCt Iwl� 18123 LANTERN CREEK L 1053-1059 1fad 29 3tieat : 0000 see+alf�••hYaralad6l HOUSTON, TX 77066 3aleahlod33013 (305)694-0397 �0pe�10°NO Fes(J"644-0398 TRUSS AND TOP RATE ANCH01t8 DVM : sheet Datir 3 NU-1 2of4 z�