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Home My WebLink AboutINSPECTION REPORTGFA PROJECT# 16-2140.01 Uncle Bobs Self Storage PROJECT (MEC Job Number 52175) 8351 South Federal Highway LOCATION Port St. Lucie, Florida 34952 PERMIT NO. OWNER Life Storage, Inc. WEATHER CONTRACTOR M.E. Construction, Inc. (MEC) TEMPERATURE ARCHITECT Stinard Architecture, Inc. WIND ENGINEER Schulke, Bittle & Stoddard, LLC HUMIDITY WELDING INSPECTION REPORT DATE Monday, January 29, 2018 S M T W TH F S DAY 29th BRIGHTSUN CLEAR OVERCAST RAIN BELOW 60 60-75 75-90 ABOVE90 LOW MODERATE HIGH Report No 5 LOW MODERATE HIGH TYPE OF INSPECTION: vlsuAL x ULTRASONICe �Re-Inspection DYE PENETRATION RADIOGRAPHIC MAGNETIC PARTICLE MEMBERS/AREA INSPECTED: This report is a follow-up report to the inspection dated 12/19/2017 (report no. 3) requiring an engineer's letter. The structural beams lowered in elevation and welded to Gips is approved per attached engineer's letter. These were structural steel beams in the towers at the north and the south end of the building. THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A X 1 VERIFICATION OF WELDERS CERTIFICATIONS SCANNED X 2 WELD SIZE, LENGTH, SPACING, TYPE, SHAPE, LOCATION X 3 BASE METAL BY X 4 WELDING RODS AND WIRE `St• Lucie Coun},� `Y X 5 WELDS CLEAN AND FREE OF SLAG X 6 POROSITY X 7 WARPAGE AND DISTORTION X 8 NON-METALLIC INCLUSIONS X 9 IMPERFECT FUSION X 10 UNDERCUTTING X N N 11 CRACKING X 12 SURFACE HOLES X 13 DEFECTIVE WELDS MARKED e7 F91�7-9 Y 1L9 `LL•];i1:1-9 U x�11 [•1ii Section / Area Approved COMMENTS/ ACTION REQUIRED: form revised 11/21/06 =Work In Progress =Re -Inspection Required Inspection Performed BY2; Inspection Certified ITy:i Registered Professional t" Certified Special Inspector N'o:! FBPE Certificate Emim ei • GeolaCniwl. Conseuction Materials Testing • Spedal &Threshold Inspections • Plen Revive & cs�(,9 MAtL V FlorlOYs Leading Engineering Sourt // f 1 1 1 1 1 11 t vmw.teamgla.wm FLE,tviING 1q " ,. r r December 19, 2017 Mr. Bryan Gandy . is Steel Building Solutions. LLC 1106 Park Place LaGrange, GA 30240 RE Uncle BWs Self -Storage #011, 8531 US Hwy #1, Port St. Lucie, FL 34952 To Whom It May Concern: i This letter is to acknowledge that the photographs forwarded to me from you this date showing structural steel beams lowered in elevation and the associated welds pertaining to these members are acceptable. ` Should you need any additional information, feel free to contact me at your convenience. Sincerely. FL z-, eei ,�GENs�f� No.35819 — Paul D. Herring. PE SECB ftsident �Heming Structural PLLC : em ng StLx IL D FLCI : t soy pip_ j{fte Rock AR :2223-9142 J,. V .s 4 0.. STATT OF �i�CcS'�QRIOp: C�= ��' ��iii zN`�� . 17- Iq --ZolZ { I Qer,--A 1�10 �30Z GFA PROJECT# 16-2140.01 Uncle Bobs Self Storage PROJECT (MEC Job Number 52175) 8351 South Federal Highway LOCATION Port St. Lucie, Florida 34952 PERMIT NO. 16100382 OWNER Life Storage, Inc. WEATHER CONTRACTOR M.E. Construction, Inc. (MEC) TEMPERATURE ARCHITECT Stinard Architecture, Inc. WIND ENGINEER Schulke, Bittle & Stoddard, LLC HUMIDITY TYPE OF INSPECTION: Roof Panel Attachment INSPECTED: Metal roof Danels to Durlinos, south hiah tower. Disposition of Inspection ]Section / Area Approved Work In Progress COMMENTS/ACTION REQUIRED: Referenced GENERAL INSPECTION REPORT DATE Wednesday, April 25 2018 S M T W TH F S DAY 251h BRIGHT SUN CLEAR OVERCAST RAIN x BELOW 60 60.75 75-90 ABOVE90 x LOW MODERATE HIGH Report No x 7 LOW MODERATE HIGH x RRe-inspection Re-Inspection Required Steel Buildina Solutions `Paul D. Inspection Performed Bj - - — -- - Inspection Certified Ely:; r Registered Professional NG 1 CNCOPY Certified Special Inspector FBPE Certificate No: Envlmnmental . GeotecIrnmi. ConsWcron Materials Testing . Special & Threshold Insp dons . Plan Review & Code Florida's Leading Engineering Source 1011 . jr_ 0 9.3 FASTENER $PACING @ EAVE Clip Fastener (2) per clip Roof Fasteners J (see fastener spacing detail above) L Root Panel Before fastening the roof panel to the eave perimeter plate and fastening the leading edge of the panel with the panel clips, check that the panel coverage is correct and the leading edge of the panel is straight and parallel to the rake line. Fasten the eave end of the panel with roof fasteners spaced as shown on the fastenerspacing detail. Position the fasten- ers to penetrate through the center of the sealant, through the eave trim and into the eave perimeter plate. Install roof panel clips to the leading edge of the roof panel at each roof structural. Panel clips are not required at the eave structural. NOTE Refer to erection drawings for clip fastener type and quantity Panel Clip @each Roof Structural Roof Structural (typ-) Roof Insulation (compressed under CAUTION panel clip) Do not scrape off the clip's sealant when assembling to the roof panel. To install the clips, tilt the clip so that its tab can be hooked over the edge of the roof panel's male seam. Position the clip's base so that the clip fasteners can be installed through the holes in the base and into the roof structural, then rotate the clip down into the vertical position. When fiberglass roof insulation is used, the panel clips normally set top of the insulation and the insulation is compressed between the clip's base and the top of the roof structural. In all cases, refer to the erection drawings to determine the required insulation assembly and the re- lationship of the panel clips to the insulation. Specific panel clip details are shown on the following page. 9.3.6 ATTACH ROOF PANEL 9-13 F PLO 015ROOBRS / Feb 2012 11 8.0 FIXED CLIP (for 0" stand -of) • 22 ga. Galvanized Steel FLOATING CLIP (for 3/8" stand-off) • 22 ga. Galvanized Steel, Tab • 16 qa. Galvanized Steel; Base Fab Part No. FC 10200 Weight - 0.13 FIXED CLIP (for 3/8" stand-off) • 22 ga. Galvanized Steel Part No. FC 10203 Weight - 0.14 FIXED CLIP (far 1 3/8" stand-off) • 20 ga. Galvanized Steel Part No. FC 10213 Weight - 0.17 Part No. MC 1203 Weight -0.25 _ FLOATINGCLIP (for 1 3/8" standoff) a 22 ga. Galvanized. Steel, Tab • 16 ga. Galvanized Steel, Base Part No. MC 1213 Weight - 0.28 • 20ga. Galvanized Steel, Tab • 16 ga. Galvanized Steel, Base Clip Tab -\ Part No. MPS 12 Weight - 0.34 DWg: F KQsosMBo II 8.3 PANEL CLIPS Date: Feb 2012 lab 9) Pa 8.6 STANDARD PARTS CLIP FASTENER • Panel Clip to Secondary • Eave Plate to Secondary • Inside Closure • Panel Clip to Metal Decking 1 1/4" DRILL POINT 1/4"-14THREAD • 1/4"-14 x 1 1/4' Driller • 316" Hex Head No Washer 03TIMINZICS1 CLIP FASTENER' • Clip to Joist • Girt Clip to Secondary (5 Scres = (2) 1/2" 0 A324 Bolts) • Metal Deck to Joist M!� " ,' � I � I Rim �, 5116" Hex Head No Washer 12-24 x 1 1/4" TEK 4.5 Driller I0"Mr.A:i:11 CLIP FASTENER • Panel Clip to Wood Decking • #10-12 x 1" Woodmate 1/4" Hex Head Part No. RS9 SHOULDER FASTENER • Perimeter Plate to Secondary • Eave Plate to Secondary (Floating Only) 1/4'-14 x 1 1/4" Shoulder TEK 2 ROOF FASTENER • Panel to Perimeter Plate • Panel Endlaps • Panel to Perimeter Plate (@J Zee) DRILL POINT • 1/4 14'x t 114" Long Life Driller • 5/16" Hex Washer Head with Sealing Washer I0.Tikq6XCk'Yj • Ridge & Other Flashing to Outside Closure • Gutter to Panel • Gutter to Strap • Trim to Trim • Eave Trim to Panel !ijjw11111111%w%xw • 1/4 --14 x 7/6' Long Life Lap.TEK Driller • 5116" Hex Washer Head with Sealing Washer Part No. RS3 - Screw length may vary.baseo on root system Page 8-6 8.6 FASTENERS DWg: F PCO SY MBRS III Wail m.m411LI I I I Dale: Feb 2012 11 E 0AL-% oP� Fc P S- W � r GFA PROJECT# 16-2140.01 Uncle Bobs Self Storage PROJECT (MEC Job Number 52175) 8351 South Federal Highway LOCATION Port St. Lucie, Florida 34952 PERMIT NO. 16100382 OWNER Life Storage, Inc. WEATHER CONTRACTOR M.E. Construction, Inc. (MEC) TEMPERATURE ARCHITECT Stinard Architecture, Inc. WIND ENGINEER Schulke, Bittle & Stoddard, LLC HUMIDITY TYPE OF INSPECTION: Roof Panel Attachment MEMBERS/AREA INSPECTED: Metal roof panels to purlings, south high tower. Disposition of Inspection ]Section / Area Approved Work In Progress COMMENTS/ACTION REQUIRED: Also (attached) Panel Craft Roof Sv. GENERAL INSPECTION REPORT DATE Wednesday, April 25, 2018 S M T W TH F S DAY 25th Re -Inspection Re -Inspection Required BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE90 X LOW MODERATE HIGH Report No X 7 LOW MODERATE HIGH X Inspection PerformetE Inspection Certified E Registered Professional h Certified Special Inspecto%P FBPE Certificate h EnNmnmental . GeoteclanlW • Constmgion Materials Testing • Species &Threshold Inspections • Ran ReWe & Florida's Leading Engineering Seems, 9.3 ROOF PANEL INSTALLATION RoofPanel FASTENER SPACING @ EAVE A ob Roof Fasteners (see fastener spacing detail above) Clip Fastener (2) per clip Before fastening the roof panel to the eave perimeter plate and fastening the leading edge of the panel with the panel clips, check that the panel coverage is correct and the leading edge of the panel is straight and parallel to the rake line. Fasten the eave end of the panel with roof fasteners spaced as shown on the fastener spacing detail. Position the fasten- ers to penetrate through the center of the sealant, through the eave trim and into the eave perimeter plate. Install roof panel clips to the leading edge of the roof panel - at each roof structural: Panel clips are not required at the eave structural. NOTE Refer to erection drawings for Gip fastener type and quantity Panel Clip @ each Roof Structural Roof Structural (typ•) Roof Insulation (compressed under CAUTION panel clip) Do not scrape off the clip's sealant when assembling to the roof panel. To install the clips, tilt the clip so that its tab can be hooked over the edge of the roof panel's male seam. Position the clip's base so that the clip fasteners can be installed through the holes in the base and into the roof structural, then rotate the clip down into the vertical position. When fiberglass roof insulation is used, the panel clips normally set top of the insulation and the insulation is compressed between the clip's base and the top of the roof structural. In all cases, refer to the erection drawings to determine the required insulation assembly and the re- lationship of the panel clips to the insulation. Specific panel clip details are shown on the following page. II Lam . �a�J II 9.3.6 ATTACH ROOF PANEL II p te; rFeb 2012 11 ide tp 8.0 STANDARD FIXED CLIP (for 0" stand-off) FLOATING CLIP (for 3/8" stand-off) • 22 ga. Galvanized Steel • 22 ga. Galvanized Steel, Tab 911A • 16 ga. Galvanized Steel, Base Tab t15t100 O O ® . N O � N Part No. FC 10200 Base Weight - 0:13 Part No. MC 1203 Weight - 0.25 FIXED CLIP (for 3/8" stand-off) FLOATING CLIP (for 1 3/8" standoff) • 22 ga. Galvanized Steel • 22 ga. Galvanized Steel, Tab ' .j1lA o 16 ga. Galvanized Steel, Base Tab " ayl1e O D M 45 N O m h Part No. FC 10203 Base Part No. MC 1213 Weight - 0.14 Weight - 0.28 FIXED CLIP (for 1 318" standoff) CLBLOI�TJNG1ClJR,(torJ9,31�.9tan • 20 ga. Galvanized Steel • 20 ga. Galvanized Steel, Tab • 16 ga. Galvanized Steel, Base Clip Tab 911A m m en,®® e.O ®� Part No. FC 10213 Weight -0.17 Part No. MPS 1213 Clip Base Weight - 0:34 DWg; r xo_we RS 8"3 PANEL CLIPS I I II Date: Feb 2012 8.0 STANDARD PARTS CLIP FASTENER SHOULDER FASTENER • Panel Clip to Secondary • Perimeter Plate to Secondary • Eave Plate to Secondary • Eave Plate to Secondary (Floating Only) • Inside Closure • Panel Clip to Metal Decking 1 1/4' * 1 1/4' x DRILL POINT DRILL POINT 1/4'-14THREAD • 1/4"-14 x 1 1/4" Driller 1/4"-14 x 1 1/4" Shoulder TEK 2 • 3/6" Hex Head No Washer Part No. RS1 0 CLIP FASTENER ROOF FASTENER • Clip to Joist • Panel to Perimeter Plate • Girt Clip to Secondary Is Saes = (2) 112" 0 A324 Botts) • Panel Endlaps • Metal Deck to Joist • Panel to Perimeter Plate Q Zee) 1 1/4" *' DRILL POINT 1 1/4" DRILL POINT • 6116" Hex Head No Washer • 1/4"- 14 x 1 1/4" Long Life Driller • 12-24 x 1 1/4" TEK 4.5 Driller • 5116" Hex Washer Head with Sealing Washer Part No. RS5 Part No. R82 CLIP FASTENER CLIP FASTENER- • Panel Clip to Wood Decking • Ridge & Other Flashing to Outside Closure • Gutter to Panel • Gutter to Strop • Trim to Trim TYPE A POINT •Eave Trim to Panel 7/8' -- V DRILL POINT • 510-12 x 1' WoDdmate • 1/4 -14 x 7/8" Long Ltfs Lap TEK Driller • 1/4" Hex Head • 5116" Hex Washer Head with Seating Washer Part No. RS9 Part No. RS3 Screw length may vary based on roof system Page 8-6 8.6 FASTENERS Dwg' `-"° a�oa Rs Date; Feb 2012 '\ko\O —o3i3Z GFA PROJECT# 16-2140.01 Uncle Bobs Self Storage PROJECT (MEC Job Number 52175) 8351 South Federal Highway LOCATION Port St. Lucie, Florida 34952 PERMIT NO. 16100382 OWNER Life Storage, Inc. WEATHER CONTRACTOR M.E. Construction, Inc. (MEC) TEMPERATURE ARCHITECT Slinard Architecture, Inc. WIND ENGINEER Schulke, Bittle & Stoddard, LLC HUMIDITY TYPE OF INSPECTION: Roof Panel Attachment INSPECTED: Metal roof panels to purlings, south high tower. GENERAL INSPECTION REPORT DATE Wednesday, April 25, 2018 S M T W TH F S DAY 25th BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH X Repod No 7 LOW MODERATE HIGH X Disposition of Inspection X Section / Area Approved Re -Inspection Work In Progress RRe-Inspection Required COMMENTS/ACTION REQUIRED: Referenced Drawings: Steel Building Solutions *Paul D. Fleming, P.E., 10/ Ipp17. Also (attached) Panel Craft Roof Svstem / Installation Guide. Inspection Perform@ - Inspection CertiGb Registered Professialp Certified Special Inspec% FBPE Certificat EnimnmenOl • Geol iW • ConsWc on Materials Testing a Spetl l & Trueshold Inspections Florida's Leading Englneedng Source ma%. -`N I It Ittl 9.3 ROOF PANEL INSTALLATION Roof Panel FASTENER SPACING @ EAVE M 6 Roof Fasteners (see fastener spacing detail above) Clip Fastener (2) per clip Before fastening the roof panel to the eave perimeter plate and fastening the leading edge of the panel with the panel clips, check that the panel coverage is correct and the leading edge of the panel Is straight and parallel to the rake line. Fasten the eave end of the panel with roof fasteners spaced as shown on the fastener spacing detail. Position the fasten- ers to penetrate through the center of the sealant, through the eave trim and into the eave perimeter plate. Install roof panel clips to the leading edge of the roof panel at each roof structural: Panel clips are not required at the eave structural. NOTE Refer to erection drawings for clip fastener type and quantity Panel Clip @ each Roof Structural Roof Structural (typ•) Roof Insulation (compressed under CAUTION panel clip) Do not scrape off the clip's sealant when assembling to the roof panel. To install the clips, tilt the clip so that its tab can be hooked over the edge of the roof panel's male seam. Position the clip's base so thatthe clip fasteners can be Installed through the holes in the base and into the roof structural, then rotate the Gip down into the vertical position. When fiberglass roof insulation is used, the panel clips normally set top of the insulation and the insulation is compressed between the clip's base and the top of the roof structural. In all cases, refer to the erection drawings to determine the required insulation assembly and the re- lationship of the panel clips to the insulation. Specific panel clip details are shown on the following page. IIL J II 9.3.6 ATTACH ROOF PANEL II DWg: r�015�n II nm.w uc Dale: Feb 2012 8.0 STANDARD PARTS FIXED CLIP (for 0" stand-off) FLOATING CLIP (for 3/8" stand -of) • 22 ga. Galvanized Steel • 22 ga.. Galvanized Steel, Tab 911A • 16 ga. Galvanized Steel, Base Tab A 5116 O - O N O N Part No. FC 10200 Base Weight -- 0.13 Part No. MC 1203 Weight - 0.26 FIXED CLIP (for 3/8"stand-off) FLOATINGCLIP (for 13/8'standoff) • 22 ga. Galvanized Steel • 22 ga. Galvanized Steel, Tab S1IA 0 16 ga. Galvanized Steel, Base Tab Ah116" e D m O N to m Part No. FC 10203 Part No. MC 1213 Base Weight - 0.14 Weight - 0.28 FIXED CLIP (for 1 318" stand-off) • 20 ga. Galvanized Steel • 20 ga. Galvanized Steel, Tab - • 16 ga. Galvanized Steel, Base Clip Tab 311A. D ,• C m ro M O ®® O O ED ®® Part No. FC 10213 Weight-0.17 Part No. MPS 1213 Clip Base Weight - 0.34 II1319• "`° �s II 8.3 PANEL CLIPS II II Date: Feb 2012 k� n 8.0 STANDARD PARTS CLIP FASTENER SHOULDER FASTENER • Panel Clip to Secondary • Perimeter Plate to Secondary • Eave Plate to Secondary • Eave. Plate to Secondary (Floating Only) - • Inside Closure • Panel Clip to Metal Decking 1 1/4' + 1 1/4" DRILL POINT DRILLPOINT 1/4%14THREAD • 1/4"-14 x 1 1/4" Driller 1/4%14 x 1 1/4" Shoulder TEK 2 • 319' Hex Head No Washer Part No. RS1 0 CLIP FASTENER ROOF FASTENER • Clip to Joist • Panel to Perimeter Plate • Girt Clip to Secondary (5 Sues = (2) 12" O A324 Bolls) • Panel Endlaps • Metal Deck to Joist • Panel to. Perimeter Plate (® Zee) 1 1/4' * DRILL POINT . 1 1/4' DRILL POINT • 5/16" Hex Head No Washer a 1/4"- 14 x 1 114" Long Life Dn7ler • 12.24.x 1 1/4"TEK 4.5 Driller • 5116" Hex Washer Head with Sealing Washer Part No. RS5 Part No. RS2 CLIP FASTENER CLIP FAST NER • Panel Crip to Wood Decking • PJdge & Other Flashing to Outside Closure • Gutter to Panel • Gutter to Strap - Trim to Tdm TYPE A POINT •Eave Trim to Panel Q 718' V DRILL POINT • #10-12 x 1' Woodmate • 1/4 - 14 x 7/6' Long Life Lap TEK Driller • 1/4" Hex Head • 5/16' Hex Washer Head with Sealing Washer Part No. RS9 Part No. RS3 Screw length may vary based on roof system Page 8-6 8.6 FASTENERS Dwg: rpio womwcR9 iarn.rear�mut Date: Feb2012 St. Lucie. Florida 34986 GFA PROJECT # 16-2140.00 PROJECT Life Storage (PSL) LOCATION 8531 South US Highway One PERMIT NO. 1610-0382 OWNER Sobran Self Storage, Inc. WEATHER CONTRACTOR MEC TEMPERATURE ARCHITECT Stinard Architects. Inc. WIND REINFORCED MASONRY INSPECTION REPORT DATE Thursday, June 07,2018 S 1 M I T I W I TH I F I S DAY 7th ENGINEER Paul D. Fleming, PE HUMIDITY BRIGHTSUN CLEAR OVERCAST RAIN X X BELOW 60 60-75 75-90 ABOVE 90 X LOW MODERATE HIGH X Report No 1 LOW MODERATE HIGH X MEMBERS/AREA INSPECTED: =Re -Inspection Scored CMU, veneer, main storage building. Referenced architectural drawings, A.5 and A5.2 03/24/2017, Scott Douglas Stinard, registered architect. THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO NIA X 1 BLOCKS AND MORTAR MIX PROPERLY STORED AND PROTECTED 2 BLOCK TYPE AND SIZE 3 CLEAN -OUT AT 8 FEET OF WALL HEIGHT RECEIVED 4 WEEP HOLES AT EVERY 4 FEET OF WALL HEIGHT 5 FILL CELLS CLEAR JUL 1 7 2018 6 MORTAR TYPE AND CONSISTENCY 7 MORTAR TEST ST, LUCIe Saunty, Permitting 8 MORTAR BED AND HEAD JOINTS "— — X X X X X X X X 9 HORIZONTAL REINFORCEMENT LAP, SIZE, AND TYPE X 10 ANCHORAGE INTO WALLS AND COLUMNS X 11 EXPANSION JOINT SIZE AND LOCATION X 12 EXPANSION JOINT FILLER MATERIAL X 13 WALL BRACING X 14 PRISM TEST X 15 POST FILLED CELL INSPECTION PERFORMED DISPOSITION OF INSPECTION: Section / Area Approved Work In Progress =Re -Inspection Required COMMENTS /ACTION REQUIRED: ��tt t t l l l l Ill., �a ��g6 .Q i Inspection PerformerTB* john PbENN � Naiti, BN 25 Ff_ L Inspection Certified C 0 P —� •homes Dominic Mon nt�f:€' Registered ProfeSsior l2l .84 0 ,, ' Certified Special Inspector" form revised 11121106 FBPE Certificate No:'49Sl��C-1KIA1 Environmental • GooteNnical e Const don Materials Testing • Spedal &Tirreshold Inspections. Plan Review S Code Complianm Florlda's Leading Engineering Source ti GFA PROJECT# 16-2140.00 PROJECT Life Storage (PSL) LOCATION 8531 South US Highway One PERMIT NO. 1610-0382 OWNER Sobran Self Storage, Inc. WEATHER CONTRACTOR MEC TEMPERATURE REINFORCED MASONRY INSPECTION REPORT DATE Thursday, June 07, 2018 S I M I T I W I TH F S DAY 7th ARCHITECT Stinard Architects, Inc. WIND ENGINEER Paul D. Fleming, PE HUMIDITY MEMBERS/AREA INSPECTED: =Re -Inspection Scored CMU, veneer, main storage building. Referenced architectural drawings, A.5 and A5.2 03/24/2017. Scott Douglas Stinard, registered architect. BRIGHT SUN CLEAR OVERCAST RAIN X X BELOW 60 60-75 75-90 ABOVE90 X LOW MODERATE HIGH X Report No 1 LOW MODERATE HIGH X THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES X 1 BLOCKS AND MORTAR MIX PROPERLY STORED AND PROTECTED X 2 BLOCK TYPE AND SIZE X 3 CLEAN -OUT AT 8 FEET OF WALL HEIGHT X 4 WEEP HOLES AT EVERY 4 FEET OF WALL HEIGHT X 5 FILL CELLS CLEAR X 6 MORTAR TYPE AND CONSISTENCY JUL 17 2018 OF X ST. LuGie 7 MORTAR TEST 8 MORTAR BED AND HEAD JOINTS 9 HORIZONTAL REINFORCEMENT LAP, SIZE, AND TYPE 10 ANCHORAGE INTO WALLS AND COLUMNS 11 EXPANSION JOINT SIZE AND LOCATION 12 EXPANSION JOINT FILLER MATERIAL 13 WALL BRACING 14 PRISM TEST 15 POST FILLED CELL INSPECTION PERFORMED X X X X X X X X DISPOSITION INSPECTION: Permitting Fx—lSection / Area Approved = Work In Progress =Re -Inspection Required .,rllllllr. form revised 11/21/06 IIIiFJC4lIVlr f•CIIVIIIICV oy. Inspection Certified By, Registered Professional 140., Certified Special Inspector No: FBPE Certificate No: Enmmnmental a GeoteNnlral • Cons4 cfon Materials Testing a Speoal &TNeshold Inspections • Plan Rewew S Code Compliance Florlda s Leading Engineering Source D��FyaTAL • GeoTe: P sy S � w / r 607 NW Commoditv Cove. Port St Lucie. Florida 34986 Phone:(7721924-2575 Far:/7721 u2d_?5Rn REINFORCED MASONRY GFA PROJECT# 16-2140.00 'yTFIiNpTt��Pv INSPECTION REPORT DATE Thursday, June 07, 2018 PROJECT Life Storage (PSL) S M I T I W I TH I F I S LOCATION 8531 South US Highway One DAY 7th PERMIT NO. 1610-0382 BRIGHT SUN CLEAR OVERCAST RAIN OWNER Sobran Self Storage, Inc. WEATHER X X BELOW 60 60-75 75-90 ABOVE 90 CONTRACTOR MEC TEMPERATURE X LOW MODERATE HIGH ARCHITECT Stinard Architects, Inc. WIND X Report No LOW MODERATE HIGH 1 ENGINEER Paul D. Fleming, PE HUMIDITY X MEMBERS/AREA INSPECTED: =Re -Inspection Scored CMU, veneer, main storage building. Referenced architectural drawings, A.5 and A5.2 03/24/2017 Scott Douglas Stinard, registered architect. THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A X 1 BLOCKS AND MORTAR MIX PROPERLY STORED AND PROTECTED X 2 BLOCK TYPE AND SIZE LRECEIVED X 3 CLEAN -OUT AT 8 FEET OF WALL HEIGHT X 4 WEEP HOLES AT EVERY 4 FEET OF WALL HEIGHT X 5 FILL CELLS CLEAR 7 2018 X 6 MORTAR TYPE AND CONSISTENCY Permitting X 7 MORTAR TEST X 8 MORTAR BED AND HEAD JOINTS X 9 HORIZONTAL REINFORCEMENT LAP, SIZE, AND TYPE X 10 ANCHORAGE INTO WALLS AND COLUMNS X 11 EXPANSION JOINT SIZE AND LOCATION X 12 EXPANSION JOINT FILLER MATERIAL X 13 WALL BRACING X 14 PRISM TEST X 115 POST FILLED CELL INSPECTION PERFORMED DISPOSITION OF INSPECTION: FTISection / Area Approved =Work In Progress =Re -Inspection Required COMMENTS ACTION REQUIRED: \\\\111IIIlllll -- — — or- NAP ti. e . Inspection PertormecI6: Bohn F%&A, BN25 Inspection Certified By:: ) z) — -0 homes Dominic Montano, P Registered Profession6o P.E. 84146 '. (T—ST/CIE-OFF Certified Special Inspector No. F .•` form revised 11/21/06 FBPE Certificate No: Environmenlal • Geotechniral • Conshuction Materials Testing • Spedal & Threshold Inspections • Plan Review & Coda Ctimpf,an.' Florida's Leading Engineering Source = r 6 GFA PROJECT # 16-2140.01 Uncle Bobs Self Storage PROJECT (MEC Job Number 52175) 8351 South Federal Highway LOCATION Port St. Lucie, Florida 34952 PERMIT NO. 16100382 OWNER Life Storage, Inc. WEATHER CONTRACTOR M.E. Construction, Inc. (MEC) TEMPERATURE ARCHITECT Slinard Architecture, Inc. WIND ENGINEER Schulke, Bittle & Stoddard, LLC HUMIDITY TYPE OF INSPECTION: Reinforcing Steel MEMBERS/AREA INSPECTED: Reinforcing steel in entire stem wall. REMARKS Built per plan and specifications. Disposition of Inspection . x Section / Area Approved Work In Progress COMMENTSIACTION REQUII /G/O - a3 $2 Phone: t772) 924-3575 Fax: (772) 924-3580 GENERAL INSPECTION REPORT DATE Friday, October 13, 2017 S I M I T I W I TH F S DAY 13th RRe -inspection Re -Inspection Required BRIGHTSUN CLEAR OVERCAST RAIN x BELOW 60 60-75 76-90 ABOVE90 x LOW MODERATE HIGH Report No x LOW MODERATE HIGH 1 x /1111111 ` `'CEN3"•l Inspection PerformEri �? TerryL. Chis oa, r ark — Inspection Certiad ly% =412018 = * : Thomas D Inic Montanq . . Registered 0 Plf Certified Special InspecIol No•, N/A A�nn: FBPE Certificate KQs-4930e, __...I► Environmental. Geoteatniwl . Conshuceon Materials Testing . Special & Threshold Inspections a Plan Florida's Leading Engineering Source r/llllllll\\ GFA PROJECT# 16-2140.01 Uncle Bobs Self Storage PROJECT (MEC Job Number 52175) 8351 South Federal Highway LOCATION Port St. Lucie, Florida 34952 PERMIT NO. 16100382 OWNER Life Storage, Inc. CONTRACTOR M.E. Construction, Inc. (MEC) ARCHITECT Stinard Architecture, Inc. CIVIL ENGINEER Schulke, Bittle & Stoddard, LLC WEATHER TEMPERATURE WINE HUMIDITY MEMBERSIAREA INSPECTED: Perimeter footing steel and slab inspection. Phone: REINFORCING STEEL INSPECTION REPORT DATE Wednesday, October 18, 2017 S M T W TH F S DAY 18th BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVEDO X LOW MODERATE HIGH Report No X 2 LOW MODERATE HIGH X THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS/ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE -SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE Disposition of Inspection Section / Area Approved Work In Progress COMMENTS/ACTION REQUIRED: eRe -Inspection Re -Inspection Required Inspection Pertorme46 Inspection Certified Registered Professionl� Certified Special Inspectell �1 FBPE Certificate i ttttt�rlt//—/ ' b\ e y L. Chissoe, B tas Doic Mont 8414%men 'STATE OF gi�pp,,,mK- Endmnmental • GeoteU nlcal • Consbudon Materials Tes4n8 • Spada[ & Threshold Inspections • Plan Review & Code.Cf,TdLW4VAII. Florida's Leading Engineering Source 1111111100 607 NW Commodity Cove, Port St Lucie, Florida 34986 a• GEOTec1� W A Phone: (772) 924-3575 Fax: (772) 924-3580 ,I.N.Mr-.7 STRUCTURAL STEEL GFA PROJECT# 1s-21ao.o1-INSPECTION REPORT Uncle Bobs Self Storage FRNknP DATE Tuesday, December 19, 2017 PROJECT (MEC Job Number 52175) 8351 South Federal Highway S I M T W I TH I F I S LOCATION Port St. Lucie, Florida 34952 DAY 19th PERMIT NO. 16100382 BRIGHTSUN CLEAR OVERCAST RAIN OWNER Life Storage, Inc. WEATHER X BELOW 60 60-75 75-90 ABOVE 90 CONTRACTOR M.E. Construction, Inc. (MEC) TEMPERATURE X LOW MODERATE HIGH ARCHITECT Stinard Architecture, Inc. WIND X Report No LOW MODERATE HIGH 3 ENGINEER Schulke, Bittle & Stoddard, LLC HUMIDITY X MEMBERS/AREA INSPECTED: =Re -Inspection All bolted connections and welded connections at beam to column. THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A X 1 MILL CERTIFICATION AND TEST REPORTS X 2 DISTORTION, EXCESSIVE RUST, BURNED HOLES X 3 CAMBER X 4 SIZE, THICKNESS, WEIGHT X 5 SPLICES X 6 BOLTS IN ALL BOLT HOLES X 7 ANCHOR BOLT SIZE, LENGTH, PLUMBNESS, EMBEDMENT, THREAD PROJECTION X 8 HIGH TENSILE BOLT SIZE, LENGTH, TYPE, WASHERS, NUTS X 9 BOLT TORQUEING X 10 COLUMN ALIGNMENT, BASE PLATE SIZE AND FIT X 11 GROUTING OF BASE PLATES X 12 BAR -JOIST SIZE, SPACING, BEARING, CONDITION X 13 BAR -JOIST BRIDGING AND BRACING X 14 CORRUGATED ROOF DECK GAUGE, CONDITION, SIDE AND END LAPS X 15 HEADED STUDS PLACEMENT AND WELDING DISPOSITION OF INSPECTION: =Section / Area Approved Work In Progress =Re -Inspection Required COMMENTS / ACTION REQUIRED: Beam to column connections are welded and not bolte ``tws engineers letter with proper revision approving welded connections. — - 146 V Inspection Performeda3y: ferry Lee C4tissoe, BN 470(6 = 'O . Inspection Certified 314 &�gI2678 Annas ®q c ntano; Registered Professional Pia- 54�.,46 ' �iTOglpir•"T`: Certified Special Inspector NO., fiF1 it.1G form revised 11/21/06 FBPE Certificate No: 4930 // I f I 1111 %% Environmental • GeotecliNcal e Constmction Materials Testing • Special & Tluesholo Inspections s Plan Review & Code Compliance Florida's Leading Englneedng Source GFA PROJECT# 16-2140.01 Uncle Bobs Self Storage PROJECT (MEC Job Number 52175) 8351 South Federal Highway LOCATION Port St. Lucie, Florida 34952 INSPECTION REPORT DATE Wednesday, January 24, 2018 S M I T I W I TH I F I S DAY I 24th PERMIT NO. 16100382 OWNER Life Storage, Inc. WEATHER CONTRACTOR M.E. Construction, Inc. (MEC) rEMPERATURE ARCHITECT Stinard Architecture, Inc. WINC ENGINEER Schulke, Bittle & Stoddard, LLC HUMIDITY BRIGHTSUN CLEAR OVERCAST RAIN x BELOWW 6 75 TSw ABOVE Bo x LOW MOOERATE HIGH R.,n No x 4 LOW MODERATE HIGH x CHECK ONLY ONE INSPECTION PER SHEET X Framing Interior Drywall Fastening Energy Insulation Shaft Wall Assembly Exterior Wall Sheathing Above Ceilings Fire Blocking Window Bucks Ceiling Supports Fire Dampers Door Frames Final Inspection DISPOSITION OF INSPECTION (ALL PENDING INSPECTIONS REQUIRE A RE -INSPECTION) ADDITIONAL INFORMATION ON MEMBERIAREA INSPECTED (FROM INSPECTION ITEM ABOVE): Cold steel, metal stud framing and trusses. Mansard framing south and east elevations. Tower trusses on the east elevation, north and south end. Self tapping tech screw installation at all connections per plans and specifications. VERBAL INSTRUCTIONS: NOTES: ..tlllllrr.. Disposition of Inspection Section / Area Approved Work In Progress BRe -Inspection Re -Inspection Required * Inspection Performed ByyTerr Inspection Certified By al, Registered Professional No: i Certified Special Inspector No: WAS iOM 40 i IIC. 114140 c,nu,nuiiwua. vwxa,iuw.wi,auuww, nu.v,�au.v .a eiu iiuvv,uu uKwwn•naiirtwima..we nax,u iw Fladda'e Leading EnglnwXnB Souse GFA PROJECT# 16-2140.01 Uncle Bobs Self Storage PROJECT (MEC Job Number 52175) 8351 South Federal Highway LOCATION Port St. Lucie, Florida 34952 PERMIT NO. 16100382 OWNER Life Storage, Inc. WEATHER CONTRACTOR M.E. Construction, Inc. (MEC) TEMPERATURE ARCHITECT Stinard Architecture, Inc. WIND ENGINEER Schulke, Bittle & Stoddard, LLC HUMIDITY TYPE OF INSPECTION: Reinforcing Steel MEMBERSIAREA INSPECTED: Reinforcing steel in entire stem wall. REMARKS Built per plan and specifications. Disposition of Inspection Section / Area Approved Work In Progress COMMENTS/ACTION REQUIRED: GENERAL INSPECTION REPORT DATE Friday, October 13, 2017 S I M I T W TH F S DAY 13th RRe -inspection Re -Inspection Required BRIGHTSUN CLEAR OVERCAST RAIN x BELOW 60 60-75 75-90 ABOVE 90 x LOW MODERATE HIGH x Report No 1 LOW MODERATE HIGH x Inspection PerforraDd Inspection Cert7iej LE Registered Professwnel � PY Certified Special InspgCt "'ll��JJJ FBPE Certificgt/6+ Environmental • Geotec nical o Conswction Matenals Tesgng a Spedal &Threshold Inspections • Plan Rev Flodda's Leading Engineering Source ACIATATE OF : ' l 71m . 'AL rllll l l it%%%% GFA PROJECT # 16-2140.01 Uncle Bobs Self Storage PROJECT (MEC Job Number 52175) 8351 South Federal Highway LOCATION Port St. Lucie, Florida 34952 PERMIT NO. 16100382 OWNER Life Storage, Inc. WEATHER CONTRACTOR M.E. Construction, Inc. (MEC) TEMPERATURE ARCHITECT Stinard Architecture, Inc. WIND CIVIL ENGINEER Schulke, Bittle & Stoddard, LLC HUMIDITY INSPECTED: Perimeter footina steel and slab Fax: (772) 924-3580 REINFORCING STEEL INSPECTION REPORT DATE Wednesday, October 18, 2017 S M T W TH F S DAY 18th BRIGHTSUN CLEAR OVERCAST RAIN x BELOW 60 60-75 75.9D ABOVE 90 x LOW MODERATE HIGH x Report No 2 LOW MODERATE HIGH x THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS/ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE -SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE Disposition of Inspection eSection / Area Approved Work in Progress COMMENTS/ACTION REQUIRED: Re -Inspection Re4nspection Required t Inspection Performed By�l Inspection Certified-B# Registered ProfessionarllcOP Certified Special Inspector N9 FBPE Certificate No!AI �cu �_•. tir. �i i tissoe, N 47p i�a/ee n1 Montano, P. . i Y rATE OF 7 x Environmental • Geotechniral • Conseaolion Materials Tesgng • Spedal STlueshold Inspections • Man Review 8 Florida's Leading Engineering Source j11\\ 34986 GFA PROJECT # 16-2140.01 '#;" per Uncle Bobs Self Storage PROJECT (MEC Job Number 52175) 8351 South Federal Highway LOCATION Port St. Lucie, Florida 34952 PERMIT NO. 16100382 OWNER Life Storage, Inc. WEATHER CONTRACTOR M.E. Construction, Inc. (MEC) TEMPERATURE ARCHITECT Stinard Architecture, Inc. WIND ENGINEER Schulke, Bittle & Stoddard, LLC HUMIDITY MEMBERS/AREA INSPECTED: All bolted connections and welded connections at beam to column. STRUCTURAL STEEL INSPECTION REPORT DATE Tuesday, December 19, 2017 S M T W TH F S DAY 19th BRIGHT SUN CLEAR OVERCAST RAIN X BELOW 60 60-75 75-90 ABOVE90 X LOW MODERATE HIGH Report No X LOW MODERATE HIGH 3 X =Re -Inspection THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A 1 MILL CERTIFICATION AND TEST REPORTS 2 DISTORTION, EXCESSIVE RUST, BURNED HOLES 3 CAMBER 4 SIZE, THICKNESS, WEIGHT 5 SPLICES 6 BOLTS IN ALL BOLT HOLES 7 ANCHOR BOLT SIZE, LENGTH, PLUMBNESS, EMBEDMENT, THREAD PROJECTION 8 HIGH TENSILE BOLT SIZE, LENGTH, TYPE, WASHERS, NUTS 9 BOLTTOROUEING 10 COLUMN ALIGNMENT, BASE PLATE SIZE AND FIT 11 GROUTING OF BASE PLATES 12 BAR -JOIST SIZE, SPACING, BEARING, CONDITION 13 BAR -JOIST BRIDGING AND BRACING 14 CORRUGATED ROOF DECK GAUGE, CONDITION, SIDE AND END LAPS 15 HEADED STUDS PLACEMENT AND WELDING DISPOSITION OF INSPECTION: =Section / Area Approved Work in Progress =Re -Inspection Required COMMENTS / ACTION REQUIRED: Beam to column connections are welded and not bolted. Thi§ feitlaikesf 1, , engineers letter with proper revision approving welded connections. �c. 00MIN '.*."i --- — ��0.••'1.10ENch'•.�i� Inspection Performed8y*Tj6rry Le@I� BN 4 Inspection Certified :� : *`1}'2018 `Thomas Dominic Montano, R.E. Registered ProfessionalN� ) . 84 46 OF Certified Special Inspector N(: �R'•,F7 RIBA,�a`�� form revised 11/21/06 FBPE Certificate No: 483D'6Ar n r Environmental • Geolechnical • Construction Malenals Testing . Special & Threshold Inspectors • Plan Review & Code Florida's Leading Englneering Source GFA PROJECT# 16-2140.01 _RNA Uncle Bobs Self Storage PROJECT (MEC Job Number 52175) 8351 South Federal Highway LOCATION Port St. Lucie, Florida 34952 PERMIT NO. 16100382 FRAMING INSPECTION REPORT DATE Wednesday, January 24, 2018 S I M I T I W DAY z4th TH F S OWNER Life Storage, Inc. WEATHER CONTRACTOR M.E. Construction, Inc. (MEC) TEMPERATURE ARCHITECT Stinard Architecture, Inc. WIND ENGINEER Schulke, Bittle & Stoddard, LLC HUMIDITY BRIGHT SUN CLEAR OVERCAST RAIN x BELOW SO 8675 75-90 ABOVE SO x LOW MODERATE HIGH Repoli No x 4 LOW MOOERATE HIGH x CHECK ONLY ONE INSPECTION PER SHEET X Framing Interior Drywall Fastening Energy Insulation Shaft Wall Assembly Exterior Wall Sheathing Above Ceilings Fire Blocking Window Bucks Ceiling Supports Fire Dampers Door Frames Final Inspection DISPOSITION OF INSPECTION (ALL PENDING INSPECTIONS REQUIRE A RE -INSPECTION) ADDITIONAL INFORMATION ON MEMBERIAREA INSPECTED (FROM INSPECTION ITEM ABOVE): Cold steel, metal stud framing and trusses. Mansard framing south and east elevations. Tower trusses on the east elevation, north and south end. Self tapping tech screw installation at all connections per plans and specifications. VERBAL INSTRUCTIONS: NOTES: Disposition of Inspection ``\\\ �IpMINIC ,yjO'�.,� x Section / Area Approved Re -Inspection ., /� i Work In Progress - eRe-Inspection Required\aGEN$F ,, .j; �0 �• : No. 64146 Inspection Pertormea_ By: ferry Lee Chh*soe, BN 4708 Inspection Certifie8 • pp 1/2 f;q it18 Registered Professional E.841 bP n a Certified Special Inspector Nor FBPE Certificate No: 495/6/r..NAi. Envimlunmdtl • GIWe iil.l • Conde Im Matelots Te91n0 • Spe a ThreehoW Inspe .l , • Plen ReN.6 Cvle COmpll . noddes Lo•dlnS EnOina dnO Soum