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Home My WebLink AboutSTEEL INSPECTION REPORT-Perry cr*= n 1, 2- - 0019 !r� 5P br-Tv d W 11$ `p,4&jcft- ere4 Anu s .._,_ r,_� GFA PROJECTS O • 3 17�0+�� k— PROJECT y ��R,�C/�--"y L U, LOCATION PERMIT NO. OWNER CONTRACTOR ARCHITECT ENGINEER WEATHER TEMPERATURE WIND HUMIDITY -7'y wurmwjmwwjffe�� STRUCTURAL INSPECTION REPORT DATE % `G\ \ ) S T W TH F S DAY BR(!VZN CLEAR OVERCAST RAIN BELOW 60 75-90 ABOVE 90 LOW MOO HIGH Report No LCOw MODERATE HIGH -=Re-Inspection THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A CERTIFICATION AND TEST REPORTS ORTION, EXCESSIVE RUST, BURNED HOLES 3ER JAN 2 9 2019 THICKNESS, WEIGHT I ST. Lucie County, Permitting :ES S IN ALL BOLT HOLES IOR BOLT SIZE, LENGTH, PLUMBNESS, EMBEDMENT, THREAD PROJECTION TENSILE BOLT SIZE, LENGTH, TYPE, WASHERS, NUTS TOROUEING IMN ALIGNMENT, BASE PLATE SIZE AND FIT ]TING OF BASE PLATES JOIST SIZE, SPACING, BEARING, CONDITION JOIST BRIDGING AND BRACING tUGATED ROOF DECK GAUGE, CONDITION, SIDE AND END LAPS ,ED STUDS PLACEMENT AND WELDING COMMENTS /ACTION REQUIRED: aWork In Progress F—IRe-Inspection Required Inspection Performed By: Richard Jefferson, BN 1164 Inspection Certified By: Registered Professional No: Certified Special Inspector No: form revised 1W1/06 FBPE Certificate No: 4930 . Env6onmentai a Gmtedeticel • ConsWdion MatedaIS Testing • SPedsl &TnreshWd Insp0CUmS • Plan Review& Cade Compliame Florida's Leading Engineering Source � i - � � �f: � A .. l I � ` -. � � •: J a1 � � i ' � � � '! r � ' 1 � 1 .., � ii ♦� " i 1 � I 1' :. 1 � Y � _ � i �. V � • ' � ` � � .. � � n c .. �- j � C _ � i ! 'U � � I " ! I - J-, L .. __ .. _ _ _ x; ' ' u I � _ _ C: W f T rtY) ►fi - 111Z- C)( 607 NW Commodity Cove. Part SG Lurie- F/ndda.9e98. d/ A cr...,.,.. nvm eaw_oeee r_... r.�.., ..... STRUCTURAL STEEL GFA PROJECT# 18-3920.00 Syr-�_. �P�' INSPECTION REPORT FRNATt� _ ATE Thursday, January 3, 2019 PROJECT Farrell Storage - Kitterman Road 605 Kitterman Road I s M 7 w TH F s LOCATION Port St. Lucie FL 34987 DAY X PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHTSUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE 90 CONTRACTOR Welsh Construction, LLC TEMPERATURE X LOW MODERATE HIGH Report No ARCHITECT Frank G. Relf, Architect,PC WIND x LOW MODERATE HIGH 1 ENGINEER Bryn Tessen Structural Engineers HUMIDITY x MEMBERS/AREA INSPECTED: 177Re-Inspection-12128118 Beam to Column Connections, Detail 10 / S -300 Welded Connection Approved Per RFI #17 12/17/18 THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO WA LRECEIVED X 1 MILL CERTIFICATION AND TEST REPORTS x 2 DISTORTION, EXCESSIVE RUST, BURNED HOLES N 3Q 2019 x 3CAMBER x 4 SIZE, THICKNESS; WEIGHT County, Permitting 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 TOROUEING 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 BAR401ST BRIDGING AND BRACING x 14 CORRUGATED ROOF DECK GAUGE, CONDITION, SIDE AND END LAPS x 15. HEADED STUDS PLACEMENT AND WELDING DISPOSMON OF INSPECTION: Section /Area Approved =Work In Progress =Re -Inspection Required COMMENTS / ACTION REQUIRED: 11111 I I 1111 . ti� Inspection PerforrneTt9 :.John FHDURA te, Bfd2 Inspection CertlfietFB: y:1 12019 — -O Thomas Dominic Montano,p Registered ProfesslonafJJQr1AE.84 6 ,,. tTti�TE @F—�.�. Certified Special Inspector wel'� FC RIDS'.•' �:z' ry- :• ,a\ form revised 11rz1106 FBPE Certificate No: �49�^SAL Enveonmentel a Geotecnrk3l • ConabwAon Materials Testirq • Special & Threshold tnspetliorrs • Plan ReW a Cule Compli Florida's L ding Engineering Source ; ern, I * l�lZ pots 6071JW Commodity Cove. Port St Lucie. Florida 34986 dr% Phnna• 0771 e12d 4979 Fav i7791 n9d9STn 'A STRUCTURAL ,STEEL INSPECTION REPORT GFA PROJECT # 18-3920.00 'yTFRMA'f►�apv ATE Tuesday, December 18, 2016 PROJECT Farrell Storage - Kitterman Road 605 Kitterman Road S M T IV TH F S LOCATION Port St. Lucie FL 34987 DAY x PERMITNO. SLC1712-0019 Farrell Advantage BRIGHT SUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 7590 A96VE i0 CONTRACTOR Welsh Construction, LLC _ TEMPERATURE x ARCHITECT Frank G: Reif, Architect, MODERATE HIGH Report No , PC WIND x LOW MODERATE HIGH 2ENGINEER Bryn Tessen Structural Engineers HUMIDITY x MEMBERS/AREA INSPECTED: =Re -Inspection Building C: (:1) Beam to Column Connections, 2nd Floor Lines (A-L)/.(1-16) (2).Metal Deck Fastening, 2nd Floor, Lines (A-L)1(1-16) _(3) Column Bases, Lines (A-L)1{1-16j 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 7 ANCHOR BOLT SIZE, LENGTH, PLUMBNESS, EMBEDMENT, THREAD PROJECTION X 8 HIGH TENSILE BOLT SIZE, LENGTH, TYPE, WASHERS, NUTS X 9 BOLT TORQUEING 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: Fx-lSection/Area Approved Work In Progress =Re -Inspection Required COMMENTS / ACTION REQUIRED: 'Column Anchor Bolt Remedial Work per RFI #14,1211 A14t111 I I I I I I11 �rri Reference New Millenium Shop Drawin s, 4/12/18. Approved Bryntesen Structural En inee*� HMB Shop. Drawings, 7/23/18: Rev _1,-.8/31/18. Approved. Brytesen-Structural Engineers ` N 84i�8 �--c♦♦ Inspection Performed33*JDhn Postle tbwaite, BN2P43 = Inspection CertifiedTB j&019 Minas Domintano„ .6• - Registered Professional tTg Er�8418MI OFF ORIVF' - Certified Special Inspector No:'IFS"•••••• Mi�` NAL form revised 1121106 FBPE Certificate No: 493/61111111; i;a „`%t� Envi mmantal • GeetecMical e Construction Metenals Tasting • SPeclal a TNeslwld Inspection • Plan Review 8 Cade Coworionee Florida's Leading Englneeeing Soonce 607 NW COMMad/ty Cove. Port SL Lucie. Fledda 3d9RR Itl/ NMI STRUCTURAL STEEL INSPECTION REPORT GFA PROJECT 0 18-3920.00- "'WMAT��Pv ATE Friday, December 28,.2018 PROJECT Farrell Storage - Kitterman Road 605 Kittennan Road s M T W TH IFs LOCATION Port St. Lucie FL 34987 DAY X. PERMIT NO. SLC1712-0010 Farrell Advantage BRIGHT SUN CLEAR OVERCAST RAIN OWNER Port St. Lurie WEATHER x BELOW 60 60.75 7590 ABOVE90 CONTRACTOR Welsh Construction. LLC TEMPERATURE x LOW - MODERATE HIGH ReportNo ARCHITECT Frank G; Reif, Architect, PC WIND x ENGINEER Bryn Tessen Structural LOW MODERATE HIGH 3Engfneers HUMIDITY x MEMBERSIAREAINSPECTED: E]Re-Inspection Building C: 0 Beam to Column. Connections,2nd Floor, Lines (L-V) I (1=16) (2) Metal Deck Fastening, 2nd Floor, Lines (L-V) / (1-16) (3) Column Bases, Lines (L-V) /.(1-16) THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT. DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO NIA 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 `1 6 BOLTS.IN ALL BOLT HOLES 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: F-71Section / Area Approved =Work In Progress EIRe-Inspection Required COMMENTS %ACTION REQUIRED: al Beam to Column Connections, Ref. Detail I0/S-300; WeWd 1411 ANspo in Lieu of Boiling, RFI Pending�� - �O• G �� `Column Anchor Bolt Remedial Work -p er RFI #14, 12/17/18 •'• VCENSF •'•: !• �� Inspection Perforrnz J hnA1®6d6A faite; t�l ffi Inspection Certifigd By \ t 7J0/2019 �D . Thomas Dominic Monmno,e Registered Profession ajO.: *P E. Certified Special Inspector •'• RL OP,.•'��: form revised 1 V21/06 FBPE Certificate NoAL ' tCt� Envimmenfal. Geoledwkal0 Cm I;L M Materiels TeslkV a Spatial B Innshed impeclium . Plan RvIew& Lode Compliance Fladdm% Leading Eaglmed V Swm %GFA PROJECT# 18-3920.00 "TE Farrell Storage-Kitterman Road PROJECT 605 Kittennan Road LOCATION Port St. Lucie FL 34987 SLC1712-0019 PERMIT NO. Farrell Advantage OWNER Port St. Lucie WEATHER CONTRACTOR Welsh Construction, LLC TEMPERATURE ARCHITECT Frank G. Reif, Architect, PC WIND Phone: 1772) 924-3575 Fax: (772) 924-351 WELDING INSPECTION REPORT 7{/J DATE /� /' AP, 7-40i9 S I M I T I W I V1 F I S DAY ENGINEER Bryn Tessen Structural Engineers HUMIDITY TYPE OF INSPECTION: VISUAL ULTRASONIC e rARe-Inspection DYE PENETRATION RADIOGRAPHIC MAGNERC PARTICLE r �q S MFMRFRSrARFCINSPECTE@ />t%�iVP'iJ�IJ -f�sZ. THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES.�� COMPLIES YES NO NIA 1 VERIFICATION OF WELDERS CERTIFICATIONS j-f' z j 2 WELD SIZE, LENGTH, SPACING, TYPE, SHAPE, LOCATION ,� MQ 3 BASE METAL 4 WELDING RODS AND WIRE w-e'41 li%y 5 WELDS CLEAN AND FREE OF SLAG 6 POROSITY c 7 WARPAGE AND DISTORTION 8 NON-METALLIC INCLUSIONS 9 IMPERFECT FUSION 10 UNDERCUTTING 11 CRACKING 12 SURFACE HOLES 13 DEFECTIVE WELDS MARKED BRIGHTSUN CLEAR OVVST RAW ¢FLOW 60 60.J 75-90 ABOVE90 LO MODERATE HIGH Repon No Lbw MODERATE H}GH t,.lfoot DISPOSITION OF INSPECTION: Section / Area Approved = Work In Progress =Re -Inspection Re wired COMMENTS I ACTION REQUIRED: �il:w I%>ol2,AJ, ,(/ �.P� /7'iJ'} f�l Inspection Performed Inspection Certified By: ' - 312112019 Paul H. Danforth. P.E. Registered Professional No: P.E. 44653 Certified Special Inspector No: SI 1103 farm revised IM1106 FBPE Certificate EnNro,uneval•GeoteNntral•Cwzlruction Mwedeb Testing. S,e &Tl..h.0Inspections• Ph, Review&Cafe Compranw Floddn's Leeding EnglneeMg Source .teamglawm i Port St Lucie. Florida 34986 GFA PROJECT# 18-3920.00 O�Q� R66 PROJECT Farrell Storage - Kitterman Road 605 Kitterman Road LOCATION Port St. Lucie FL 34987 PERMIT NO. SLC1712-0019 Farrell Advantage OWNER Port St. Lucie WEATHER CONTRACTOR Welsh Construction, LLC TEMPERATURE ARCHITECT Frank G. Reif, Architect, PC WIND ENGINEER Bryn Tessen Structural Engineers HUMIDITY MEMBERS/AREA INSPECTED: Beam to Column Connections, Detail 10 / S - 300 Welded Connection ADoroved Per RFI #17. 12/17/18 Phone: (772) 924-3575 Fax: (772) 924-3580 STRUCTURAL STEEL INSPECTION REPORT ATE Thursday, January 3, 2019 S I M I T I W I TH F I S DAY x BRIGHT SUN CLEAR OVERCAST RAIN x BELOW 60 60-75 75-90 ABOVE 90 x LOW MODERATE HIGH Report No x LOW MODERATE HIGH 1 x =Re-Inspection-12/28/18 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 BOLT TORQUEING 10 COLUMN ALIGNMENT, BASE PLATE SIZE AND FIT 11 GROUTING OF BASE PLATES 12 BAR -JOIST SIZE, SPACING, BEARING, CONDITION 13 BARJOIST 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 COMMENTS / ACTION REQUIRED: form revised 11/21/06 =Work In Progress =Re -Inspection Required t11111111/t Inspection Performed$ : 4ohn FINDUd1110 e, BN2 Inspection CertifiedfBy: O homes Dominic Montano, P Registered ProfessionaMa91F%E.84146— i.. U--srrrlr6f=v-� Certified Special Inspectort(e;'� P[ OP.•'t \_� FBPE Certificate No: �493mill Environmental . Geotechnical . Construction Materials Testing . Special a Threshold Inspections . Plan Review a Code Compliance Florida's Leading Engineering Source 607 NW Commoditv Cove. Port St. Lucie. Florida 34986 o��tAL • cEDr�O,s S w Phone: (772) 924-3575 Fax., (772) 924-3580 1 STRUCTURAL STEEL INSPECTION REPORT GFAPROJECT# 18-3920.00 ' "14 TO" ATE Thursday, January 3, 2019 PROJECT Farrell Storage - Kitterman Road 605 Kitterman Road S I M I T I W I TH F I S LOCATION Port St. Lucie FL 34987 DAY x PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHTSUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE 90 CONTRACTOR Welsh Construction, LLC TEMPERATURE x LOW MODERATE HIGH ARCHITECT Frank G. Relf, Architect, PC WIND x Report No LOW MODERATE HIGH 1 ENGINEER Bryn Tessen Structural Engineers HUMIDITY x MEMBERS/AREA INSPECTED: F—DRe-Inspection - 12/28/18 Beam to Column Connections, Detail 10 / S - 300 Welded Connection Approved Per RFI #17, 12/17/18 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: ��\\ \ \ \ 11 111 l i i l rri ' No. 84146 Er♦� Inspection Performt:dtry.' John Postlethwaite, BN264$ Inspection Certifledl&'. � a' a/3/2019 7J -Thomaontanb Registered Professlona(�F�. 8rlT4t# VF ORRIDF Certified Special Inspector ls4l s "'•+•••• form, revised 11/21/06 FBPE Certificate No: 44901I i 11 I Environmental . Geotechrueal. Construction Materials Testing • Special & Threshold Inspections . Plan Review a Code Compliance Florida's Leading Engineering Source 607 NW Commodity Cove, Port St. Lucie, Florida 34986 Qo2��z� GeoT�cyZ s w / r Phone: (772) 924-3575 Fax: (772) 924-3580 _ STRUCTURAL STEEL INSPECTION REPORT GFA PROJECT# 18-3920.00 �F�� PROJECT Farrell Storage - Kitterman Road RNATt_ATE Monday, January 21, 2019 605 Kitterman Road S 1 11 7 W TH F S LOCATION Port St. Lucie FL 34987 DAY x PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHT SUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE90 CONTRACTOR Welsh Construction, LLC TEMPERATURE x LOW MODERATE HIGH Report No ARCHITECT Frank G. Relf, Architect, PC WIND x LOW MODERATE HIGH 4 ENGINEER Bryn Tessen Structural Engineers HUMIDITY x MEMBERS/AREA INSPECTED: =Re -Inspection 3rd Floor Deck, Section A - K 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: FT1SectIon /Area Approved Work In Progress 1:3Re-Inspection Required COMMENTS /ACTION REQUIRED: `\`�y1tllN /ll�rTi `� "o Inspection Performed B 1aPd Jfrsii� BT4 4 Inspection Certified gir:~ 2%(2079 Ipmas Domin!p�Montano, P Registered Professional 14o: P-E. 84146 lr _ Certified Special Inspector We. :U form revised 11/21/06 FBPE Certificate N, V. Environmental .Geolechnkal• Construction Maledals Tesgng•Special&Threshold Inspections• Plan Renew B�Ot)d Com1 L `\\�. Flodd&s Leading Englneedng Source 607 NW Commodity Cove, Port St Lucie, Florida 34986 Phone: (772) 924-3575 Fax: (772) 924-3580 - STRUCTURAL STEEL INSPECTION REPORT GFA PROJECT# 18-3920.00 iy FRNATt��Pv PROJECT Farrell Storage - Kitterman Road -ATE Monday, January 21, 2019 605 Kitterman Road S M T W TH F S LOCATION Port St. Lucie FL 34987 DAY x PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHT SUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE 90 CONTRACTOR Welsh Construction, LLC TEMPERATURE x LOW MODERATE HIGH Report No ARCHITECT Frank G. Relf, Architect, PC WIND x LOW MODERATE HIGH 4 ENGINEER Bryn Tessen Structural Engineers HUMIDITY x MEMBERS/AREA INSPECTED: =Re -Inspection 3rd Floor Deck, Section A- K 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: F—TISection /Area Approved Work In Progress EDRe-Inspection Required COMMENTS / ACTION REQUIRED: 1111111-Il/// I""M SO Inspection Performed By: •'ki tj Jefferson, BN11*_. Inspection Certified Byr= 3 1ij2C79 —T orVas ,mini, I�ntan,, PE Registered Professional Na P :84146 _Of z Certified Special Inspector No. � � 9TATE OF form revised 11/21/06 FBPE Certificate No: 493� %-AOR1O.P.' (j : Environmental • Geoteclnical • Constrecuon Materials Testing • Special & Threshold Inspections • Plan Review & Code C�alnpliapyel I I t t %` PL • cgOr�Cyn w � Flortda s Leading Engineering Source 607 NW Commodity Cove, Port St Lucie, Florida 34986 Phone: (772) 924-3575 Fax: (772) 924-3580 STRUCTURAL STEEL INSPECTION REPORT GFA PROJECT# 18-3920.00 ATOp" PROJECT Farrell Storage - Kitterman Road _ ATE Friday, January 25, 2019 605 Kitterman Road S M T W TH F S LOCATION Port St. Lucie FL 34987 DAY x PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHT SUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE 90 CONTRACTOR Welsh Construction, LLC TEMPERATURE x LOW MODERATE HIGH Report No ARCHITECT Frank G. Reif, Architect, PC WIND x LOW MODERATE HIGH 5 ENGINEER Bryn Tessen Structural Engineers HUMIDITYI x MEMBERS/AREA INSPECTED: =Re -Inspection (1) 3rd Floor Framing and Metal Deck THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO NIA 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-Snug Tight 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: ..�tlllll/r� Inspection Performed By,:�J .Postl2lhEwa �•�Pj Inspection Certified Bj qk . 1019 hpmas Dominl Mon ano, PE; Registered Professional No: P.€. 84146 W _ Certified Special Inspector N5. form revised 11/21/06 FBPE Certificate Nod P ." i wQO��SW-' OEOT�Cy29 Environmental • Geotechnical • Constn,ction Materials Testing • Special & Threshold Inspections • Plan Review & EQQe/ \� Florida's Leading Engineering Source //0 1 1 1 1 1 l' 607 NW Commoditv Cove, Port St. Lucie, Florida 34986 AL • GFDT�0 w Phone: (772) 924-3575 Fax: (772) 924-3580 1 STRUCTURAL STEEL IM\ INSPECTION REPORT GFA PROJECT# 18-3920.00 ,y�F NA-T%�C�Pv ATE Friday, January25, 2019 PROJECT Farrell Storage - Kitterman Road 605 Kitterman Road S I M I T I W I TH F I S LOCATION Port St. Lucie FL 34987 DAY x PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHT SUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE90 CONTRACTOR Welsh Construction, LLC TEMPERATURE x LOW MODERATE HIGH Report No ARCHITECT Frank G. Relf, Architect, PC WIND x LOW .MODERATE HIGH 5 ENGINEER Bryn Tessen Structural Engineers HUMIDITY x MEMBERS/AREA INSPECTED: �Re-inspection (1) 3rd Floor Framing and Metal Deck 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-Snug Tight 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: FIX Section / Area Approved =Work In Progress =Re4nspection Required COMMENTS / ACTION REQUIRED: Inspection Performed By: ,jo` pstl �OkJIRp, ATE A�� Inspection Certified Br %zyly mes Do c I o, PE.t Registered Professional No.. EYEE 84146 * _ Certified Special Inspector Noyes` form revised 11/21/06 FBPE Certificate No: A STATE OF ; !(/ Environmental • Geotechnical • Construction Matedals Testing • Speual8 Threshold Inspections • Plan Review 8 Ep a FloddWa Leading Engineering Source �� lllllll 607 NW Commodity Cove. Port St. Lucie. Florida 34986 raL • GepT�cy�yy Phone: (7721 9243576 Farr 17721 92d.96Re STRUCTURAL -STEEL-- INSPECTION REPORT GFA PROJECT# 18-3920.00 �FRNATtO� PROJECT Farrell Storage - Kitterman Road _ATE Friday, December 28, 2018 605 Kittennan Road S M T W TH F S LOCATION Port St. Lucie FL 34987 DAY x PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHT SUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE 90 CONTRACTOR Welsh Construction, LLC TEMPERATURE x ARCHITECT Frank G. Reif, Architect, PC LOW MODERATE HIGH Report No WIND x LOW MODERATE HIGH 3 ENGINEER Bryn Tessen Structural Engineers HUMIDITYI 1 x MEMBERS/AREA INSPECTED: F-IRe-Inspection Building C: (1) Beam to Column Connections, 2nd Floor Lines (L-V) / (1-16) (2) Metal Deck Fastening, 2nd Floor, Lines (L-V) / (1-16) (3) Column Bases, Lines (L-V) / (1-16) 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 '1 6 BOLTS IN ALL BOLT HOLES 7 ANCHOR BOLT SIZE, LENGTH, PLUMBNESS, EMBEDMENT, THREAD PROJECTION x 8 HIGH TENSILE BOLT SIZE, LENGTH, TYPE, WASHERS, NUTS x 9 BOLTTORQUEING 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 BARJOIST BRIDGING AND BRACING % 14 CORRUGATED ROOF DECK GAUGE, CONDITION, SIDE AND END LAPS X 15 HEADED STUDS PLACEMENT AND WELDING DISPOSITION OF INSPECTION: ETISection /Area Approved Work In Progress ElRe-inspectionRequired COMMENTS / ACTION REQUIRED: *1 Beam to Column Connections, Ref. Detail 10/S-300; Weldeol fll NgV d in Lieu of Bolting, RFI Pendin 'Column Anchor Bolt Remedial Work per RFl #14, 12/17/18 �� 5.•"' "' .,/V �� Inspection Performed_ 8 P9 tl 1 ' e, BNP43; Inspection Certi£ejE1# ; I/m/2019 homes Dom nlc Montano, PEA Registered Professional,k P.E. 84146 - AM STATE CertifiedSpecial Inspector I�jq �� .:'��— form revised 11/21/06 FBPE Certificate No:A.......... ��` i Envimnmental . Geotechnicel . Construction Matedals Testing . Special B Threshold Inspections . Plan Review S Code doypiJAU t ' Florida's Leading Engineering Source 607 NW Commoditv Cove. Port St. Lucie. Florida 34986 G forFcyi s w � Phone: f7721 924-3575 Far: 17721 924-35RO STRUCTURAL STEEL INSPECTION REPORT GFA PROJECT# 18-3920.00 'yrF\RNAT10aPv -ATE Friday, December28, 2018 PROJECT Farrell Storage - KittermanRoad 605 Kitterman Road S M T w TH F S LOCATION Port St. Lucie FL 34987 DAY x PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHT SUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE 90 CONTRACTOR Welsh Construction, LLC TEMPERATURE x LOW MODERATE HIGH ARCHITECT Frank G. Relf, Architect, PC WIND x Report No LOW MODERATE HIGH 3 ENGINEER Bryn Tessen Structural Engineers HUMIDITYI MEMBERS/AREA INSPECTED: �Re-inspection Building C: (1) Beam to Column Connections 2nd Floor Lines (L-V) / (1-16) (2) Metal Deck Fastening, 2nd Floor Lines (L-V) / (1-16) (3) Column Bases, Lines (L-V) / (1-16) 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 '1 6 BOLTS IN ALL BOLT HOLES 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: F-71Section /Area Approved Work In Progress �Re-inspection Required COMMENTS / ACTION REQUIRED: *1 Beam to Column Connections, Ref. Detail 1 O/S-300; Vy �iddd Wit Aftilil in Lieu of Bolting, RFI Pending�� QpMI1VIC y��ii `Column Anchor Bolt Remedial Work per RFI #14, 12/17/18 : 0CFilSF fyy Inspection PerformA''J .hn?ftM%%ite, ' 43 Inspection Certifigd By: -1012019 'w • Thomas Dominic Montanp, Registered Professiorl P.E. 44��i ,,- .� • P.E. f3F—•� Certified Speciallnspectorf90 �( pP,.•'�: tom, revised 11/21/06 FBPE Certificate N0/f ;��ONAL 0� Environmental • Geotechnical • Construction Malenals Testing . Special & Threshold Inspections • Plan Review & Code Compliance Florida's Leading Engineering Source Port St. GFA PROJECT# 18-3920.00 �?:pFR` S' PROJECT Farrell Storage - Kitterman Road 605 Kitterman Road LOCATION Port St. Lucie FL 34987 PERMIT NO. SLC1712-0019 Farrell Advantage OWNER Port St. Lucie WEATHER CONTRACTOR Welsh Construction, LLC TEMPERATURE ARCHITECT Frank G. Reif, Architect, PC WIND ENGINEER Bryn Tessen Structural Engineers HUMIDITY INSPECTED: (1) Beam to Column Connections, 2nd Floor, Lines (A-L) / (1-16) (2) Metal Deck Fastening, 2nd Floor, Lines (A-L) / (1-16) (3) Column Bases, Lines (A-L) / (1-16) STRUCTURAL STEEL INSPECTION REPORT _ATE Tuesday, December 18, 2018 S I M I T I W TH F S DAY x BRIGHT SUN CLEAR OVERCAST RAIN x BELOW 60 60-75 75-90 ABOVE 90 x LOW MODERATE HIGH Report No x 2 LOW MODERATE HIGH 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 BOLT TORQUEING 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: F—iSection / Area Approved COMMENTS / ACTION REQUIRED: Rev 1. 8/31/1 Work In Progress �Re-Inspection Required .' Ntt1111111//t7' mn Anchor Bolt Remedial Work per RFI #14, 12/17/1'8 0WNlc� t . d Inspection Performed 4: Inspection Certified ey: Registered Professional No; Certified Special Inspector No: FBPECertificate No: 4936"NIii,i tttt• form revised 11/21/06 Environmental • Geotechnical • construction Materials Testing . Special & Threshold Inspections . Plan Review & Code Compliance Florida's Leading Engineering Source o`'`s� GeprF�y 607 NW Commoditv Cove. Port St. Lucie. Florida 34986 Phone: (772)924.3575 Fax:(772)924-3580 STRUCTURAL STEEL r PUPIM INSPECTION REPORT GFA PROJECT# 18-3920.00 O�Pv ATE Tuesday, December 18, 2018 PROJECT Farrell Storage - Kitterman Road RNAT� 605 Kitterman Road S M I T I W TH F S LOCATION Port St. Lucie FL 34987 DAY x PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHTSUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE 90 CONTRACTOR Welsh Construction, LLC TEMPERATURE x LOW MODERATE HIGH Report No ARCHITECT Frank G. Reif, Architect, PC WIND x LOW MODERATE HIGH 2 ENGINEER Bryn Tessen Structural Engineers HUMIDITYI x MEMBERS/AREA INSPECTED: =Re -Inspection Building C: (1) Beam to Column Connections, 2nd Floor, Lines (A-L) / (1-16) (2) Metal Deck Fastening, 2nd Floor, Lines (A-L) / (1-16) (3) Column Bases, Lines (A-L) / (1-16) 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 7 ANCHOR BOLT SIZE, LENGTH, PLUMBNESS, EMBEDMENT, THREAD PROJECTION x 8 HIGH TENSILE BOLT SIZE, LENGTH, TYPE, WASHERS, NUTS x 9 BOLT TORQUEING 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: 'Column Anchor Bolt Remedial Work per RFI #14, 12117/18 ��II111 I I 1 / / Illr Reference New Millenium Shop Drawings 4/12/18. Approved Bryntesen Structural Engineers,..• HMB Shop Drawings, 7/23/18• Rev 1, 8131/18 Approved Brytesen Structural Engineers, 5/29/ � �• Inspection Performed By— h' Postfe�iiwa 146 BN25, $* Inspection Certified By: ffi2IIt9 roes aminlc Montano, PE; Registered Professional No! $b14 ATE OF : • �/ Certified Special Inspector No: ••'•F(ORIOP.•'•G.�`�` form revised 11/21/06 FBPE Certificate No: 4930r*" �ONAL,�� Environmental • GeotecnNcal e Construction Materials Testing • Special & Threshold Inspections • Plan Review & Code Compliance Florida's Leading Engineering Source fflfoor A% 607 NW Commodity Cove, Port St. Lucie. Florida 34986 Phone: (772) 924-3575 Fax., (772) 924-3580 1 gm, ST RUCTURALSTEEL INSPECTION REPORT GFAPROJECT# 18-3920.00 2rFRNAlrO ATE Thursday, January 3, 2019 PROJECT Farrell Storage - Kitterman Road 605 Kitterman Road S M T I W I TH F S LOCATION Port St. Lucie FL 34987 DAY x PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHTSUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE 90 CONTRACTOR Welsh Construction, LLC TEMPERATURE x LOW MODERATE HIGH Report No ARCHITECT Frank G. Reif, Architect, PC WIND x LOW MODERATE HIGH 1 ENGINEER Bryn Tessen Structural Engineers HUMIDITY x MEMBERS/AREA INSPECTED: F 7X Re-Inspection-12/28118 Beam to Column Connections, Detail 10 / S - 300 Welded Connection Approved Per RFI #17, 12/17/18 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: N 8�. p Inspection Perfornrii &*t John Po'sfleMite, BN*A+ Inspection Certifi0'rl-®yi 5/3/2015 Thomas Dominic Montano, Registered ProfessionaJ•1� •P.E. ✓ O Certified Special Inspector tQo�� ''!cCORIOP.•'' \ �� form revised 11/21/06 FBPE Certificate No:r4®3 OVAL N` Environmental • Geotechnical • ConsWcticn Materials Testing • Special & Threshold Inspections • Plan Review & Code Compliance Florida's Leading Engineering Source RECEIVED41, Hod< /APR 12016 f`i607 NW Commodity Cove. PortL Lucie. Florida 3498fi Phnna• 17721 o2das7a cam..• nvor oIw_ocan STRUCTURALSTEEL \\ RAF INSPECTION REPORT GFA PROJECT# 18-3920.00 'yTFRNAT��NPv ATE Tuesday, December 18, 2018 PROJECT Farrell Storage - Kitterman Road 605 Kitterman Road s M I r I w I TH I F I S LOCATION Port St. Lucie FL 34987 DAY x PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHT SUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE90 CONTRACTOR Welsh Construction, LLC TEMPERATURE x LOW MODERATE HIGH ARCHITECT Frank G. Reif, Architect, PC WIND x Report No LOW MODERATE HIGH 2 ENGINEER Bryn Tessen Structural Engineers HUMIDITY x MEMBERS/AREA INSPECTED: =Re -Inspection Building C: (1) Beam to Column Connections, 2nd Floor Lines (A-L) / (1-16) (2) Metal Deck Fastening, 2nd Floor, Lines (A-L) / (1-16) (3) Column Bases, Lines (A-L) / (1-16) THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO NIA 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 7 ANCHOR BOLT SIZE, LENGTH, PLUMBNESS, EMBEDMENT, THREAD PROJECTION x 8 HIGH TENSILE BOLT SIZE, LENGTH, TYPE, WASHERS, NUTS x 9 BOLTTOROUEING 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 Iltli II II fitly COMMENTS / ACTION REQUIRED: `Column Anchor Bolt Remedial Work per RFI #14, 12/1 /�Tt3' l.1 Reference New Millenium ShopDrawings, 4/12/18. Approved B ntesen Structural •.,Ar �� _ i HMB Shop Drawings, 7/23/18• Rev 1, 8/31/18 Approved Brytesen Structural Engineers 5/2i/12 N 46 £� Inspection Performed33ykJDN�5 hn Postlet waite, B43 = Inspection Certified$ 1&2019 ..ffhDmasDominic ano, Registered Professional h%'ftE%8415MTEV 3` Certified Special Inspector No:/i;Cs NAIL C�r,.1 �,- farm revised 11/21/06 FBPE Certificate No: 4936/// t I —I - A I f \\I�\C Environmental . Geolechnical . Construction Materials Testing . Special & Threshold Inspections • Plan Review 8 Code Compliance Pardee Leading Engineering Source 607 NW Commodity Cove, Port St. Lucie, Florida 34986 Phone: 72 924-3575 Fax: 72 924-3580 STRUCTURAL STEEL INSPECTION REPORT GFA PROJECT# 18-3920.00 'yTF�?NAT10�Pv -ATE Friday, December 28, 2018 PROJECT Farrell Storage - Kitterman Road 605 Kitterman Road S M T W TH F S LOCATION Port St. Lucie FL 34987 DAY x PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHT SUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE 90 CONTRACTOR Welsh Construction, LLC TEMPERATURE x LOW MODERATE HIGH ARCHITECT Frank G. Reif, Architect, PC WIND x Report No LOW MODERATE HIGH 3 ENGINEER Bryn Tessen Structural Engineers HUMIDITYI I x MEMBERS/AREA INSPECTED: =Re -Inspection Building C: (1) Beam to Column Connections, 2nd Floor, Lines (L-V) / (1-16) (2) Metal Deck Fastening, 2nd Floor, Lines (L-V) / (1-16) (3) Column Bases, Lines (L-V) / (1-16) 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 '1 6 BOLTS IN ALL BOLT HOLES ' 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: F-TiSection / Area Approved Work In Progress [EIRe-Inspection Required COMMENTS /ACTION REQUIRED: '1Beam to Column Connections, Ref. Detail 1O/S-300; Welded All Around In Lieu of Bolting, RFI Pending ��ttT rrlr 'Column Anchor Bolt Remedial Work per RFI #14, 12/17/18 `�� S •. O Inspection Performed By:.3fo stleth aite, BN2540 Inspection Certified By:= 1XiQ/ D ThorriIis Dominic Mariano, HE Registered Professional No. .9. 84146 Certified Special Inspector No: ', O ' . STATE OF ��— form revised 11/21/06 FBPE Certificate No: 49 �� i o2��y+�-• GepTFo y2 W f Environmental . Geolechnical • Construction Materials Testing • Special & Threshold Inspections • Plan Review & Code Cem61iltdcb I I 1111 v , Flodda's Leading Engineering Source -;e_i t�ecf� 607 NW Commodity Cove, Port St. Lucie, Florida 34986 1 Phone: (772) 924-3575 Fax: (772) 924.3580 STRUCTURAL STEEL GFA PROJECT# 18-3920.00 �yTF INSPECTION REPORT PROJECT Farrell Storage - Kitterman Road RNAT� -ATE Monday, January 21, 2019 605 Kitterman Road S I M T W TH F S LOCATION Port St. Lucie FL 34987 DAY x PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHT SUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE90 CONTRACTOR Welsh Construction, LLC TEMPERATURE x LOW MODERATE HIGH Report No ARCHITECT Frank G. Relf, Architect, PC WIND x LOW MODERATE HIGH 4 ENGINEER Bryn Tessen Structural Engineers HUMIDITYI x MEMBERS/AREA INSPECTED: =Re -Inspection 3rd Floor Deck, Section A - K THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO NIA 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: Inspection Performed Bye rd Jefferson, BN1 i Inspection Certified Bj Th as Domini ontano, PE ; Registered Professional Na E84146 Certified Special Inspector No : STATE OF form revised 11/21/06 FBPE Certificate No: 49 "LOR%I)P- •(9SF . Environmental s GeotecMlral • Censtrudon Materials Testing • Spedal S Threshold Inspections • Plan Review S Coda 6,Wpfianpe , i t 1 FhoddWs Leading Engineering Source 2�n ,�� rKR1 detR RECEIVED 607 NW Commodity Co Port St.14H40417100a 34986 110 �N.I ( /� l� F--L 1 7- 1-7 1-2 0Cj"' Phone: (772) 924-3575 Fax: (772) 924-3580 STRUCTURAL STEEL SL WdeCounty,Permitting �' INSPECTION REPORT GFA PROJECT# 18-3920.00 'yTFRNATt��Pv ATE Friday, January 25, 2019 PROJECT Farrell Storage- Kitterman Road 605 Kitterman Road S M T W TH F S LOCATION Port St. Lucie FL 34987 DAY x PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHT SUN CLEAR OVERCAST RAIN OWNER Port St. Lucie WEATHER x BELOW 60 60-75 75-90 ABOVE 90 CONTRACTOR Welsh Construction, LLC TEMPERATURE x LOW MODERATE HIGH Report No ARCHITECT Frank G. Reif, Architect, PC WIND x LOW MODERATE HIGH 5 ENGINEER Bryn Tessen Structural Engineers HUMIDITYI x MEMBERS/AREA INSPECTED: �Re-inspection (1) 3rd Floor Framing and Metal Deck THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO NIA 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-Snug Tight 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 I Area Approved =Work In Progress =Re -Inspection Required COMMENTS / ACTION REQUIRED: �thCMEEINNNII�� Inspection Performed :T• 'PoSOethw, '43 Inspection CertifiedS ~ ' p. IV2019 Thomas Domi 'c Montano, , Registered ProfessionalSlo* R.E. 84146w _ Certified Special Inspector a taI _ • 57311E O� — form revised 11/21/06 FBPE Certificate Nd) O•�pp ,•�� • . Env onmental e Gwterhniml . Conti Chen Maledals Testing • Special & Threshold Inspections • Plan Review S(Qyd WNApY- G\.` � Flodda's Leading Engineering Source 1 1 1 1 1 111 \ \ 607 NW Commoditv Cove. Port St Lucie, Florida 34986 7yti<n� Gelpiwv Phone: (772) 924-3575 Fax:(772) 924-3580 XAM ��,STRUCTURALSTEEL INSPECT ON REPORT GFAPROJECT# 18-3920.00 FRNAT1'�Pv ATE 1 PROJECT Farrell Storage - KittermanRoad 605 Kittennan Road S 1 M I T W TH F S LOCATION Port SL Lucie FL 34987 DAY PERMIT NO. SLC1712-0019 Farrell Advantage BRIGHT SUN CLEAR OVEjiCAST RAIN OWNER Port St. Lucie WEATHER e/ BELOW 6D fi0r5 75-90 ABOVE90 CONTRACTOR Welsh Construction, LLC TEMPERATURE 1/ MODERATE HIGH Report No ARCHITECT Frank G. Reif, Architect, PC WIND LO LOW MODERATE ENGINEER Bryn Tessen Structural Engineers HUMIDITY MEMBERS/AREA INSPECTED: �Re-Inspectio .o 66" E e-c�G THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO NIA 1 MILL CERTIFICATION AND TEST REPORTS 2 DISTORTION, EXCESSIVE RUST, BURNED HOLES 3 CAMBER -. >. 4 SIZE, THICKNESS, WEIGHT 5 SPLICES V 6 BOLTS IN ALL BOLT HOLES -77 7 ANCHOR BOLT SIZE, LENGTH, PLUMBNESS, EMBEDMENT, THREAD PROJECTION 8 HIGH TENSILE BOLT SIZE, LENGTH. TYPE, WASHERS, NUTS 9 BOLT TORQUEING 10 COLUMN ALIGNMENT, BASE PLATE SIZE AND FIT I 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: Inspection Performed By: (% Inspection Certified By: Paul H. Danforth, P.E. Registered Professional No: P.E. 44653 Certified Special Inspector No: Sit 103 form revised 11/21/06 FBPE Certificate No: 4930 Envoonmontsi a GeotecMical o Construction Materials Testing • Specal a TWesWd Inspections •Plan Review it Coda Comphww Florida's Leading Engineering Source Ilk ,r� e,r! /erm( f #-l?12- 0D/9 GFA PROJECTS_ PROJECT _aQ0_1�44- LOCATION k t iTtc-, iZyyx %c% A.). /fuspeefTwi -if-118 ��✓�-� llmf>k r Phone: T2 924-3675.Fam 77Y .9244NO I STRUCTURAL STEEL` INSPECTIONREPORT PERMIT NO..1J� OWNER Y"n��-�.t_uG-mot— ,WEATHER ./ATE DAYS. M ..T. W - -TH .. S CONTRACTORJ 4- AA-4' TEMPERATURE P A A)k. 6y ARCHITECT fZP,eAj lI Lem,¢'=., � _ .WIND Y'p-1L^r.�7—c.- ENGINEER c"?l�:v,`2�lL.L ��)G_/q)=�_ HUMIDITY BRIGHrsuN OVERCAST RAW ..BELOWf11 -.W73: M90 ABOVE 90oM1Ab LOW .--MODERATE ° wo" R.p LOW - MODERATE MGH �Rc..lnspedic}n MEM13ERWAREAINSPECTED: -� l i 3 `v FG-o o(Z �2r9iYl/�rJ (r f7 � JYIe: Tdi L l�cJ� THE FOLLOWINGHAVE BEEN INSPECTED. FOR COMPLIANCE WITH THE APPR D RECEIVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES, - COMPLIES wA JAN B 20i9 1 MILL CERTIFICATION AND TEST REPORTS 2 DISTORTION. EXCESSIVE RUST, BURNED HOLES ST. Etiele Gayt1E1",. NerRlltting 3 CAMBER 4 SIZE. THICKNESS, WEIGHT 5 SPLICES -e BOLTS IN ALL BOLT HOLES, 7 ANCHOR BOLT SIZE. LENGTH; PLUMBNESS. EMBEDMENT. THREAD PROJECTION 8 HIGH TENSILE BOLT -SIZE. LENGTH, TYPE, WASHERS, NUTS 9 BOLT TOROUEING. S A- L0 e- "i f L' M T" 40 COLUMN ALIGNMENT, BASE PLATE SIZE AND FIT ^I1 GROUTING OF BASE, PLATES 42 BARJOISTSIZE, SPACING. BEARING, CONDITION 13 SARJOIST BRIDGING AND BRACING ,Mr.CORRUGATED ROOF DECK GAUGE, CONDITION, SIDE AND END LAPS 15 HEADED STUDS PLACEMENT AND WELDING DISPOSITION OF INSPECTION: `�Seclion !Area APProved COMMENTS'/.ACTION REOUIREW �Work:InProgress MRe-Inspection Inspection Porfoaned By. John ,POsl olhWeile, BN 2543 Impaction Cortined By: Registered ProtesslOnOl No: tHi Corod Spacial Inspector No: FBPE Cartincato No: 4930 form mvisad +,rilroa . y• � M&Ae" Tay.y. SPKW& ThatEm w peclimo.PaA RIMY+E Code rT/REa - E'_"� rldM�t.rbNnn Bmm�win9smrn_- --- -- {•ter z: - - .. ' �.. _ , ��"�n- �""- '' _ %�%m �^ .ter• 1 ' ! r - .`60TNINCommod! Cov Po Y° •. rf SLLucie, Rorlda'34986 f Pheine:- 2'924.3575'Fax: 72024-3580 • STRUCTURALSTEEL, ' GFA_ PROJECT#._ ' �U �3 Z /� �I INSPECTION REPORT 1 .y -'7 ..<4.�iLcLL .O�• R($AT10 NP' BATE/��Zo ��.•? PR.O,IECT . 6oS' I�cii EPA N • 'sue. 'M T W 7y1 _s LOCATION r _c— - DAY I _.. PERMITNO. OWNER -NEA� "� THE C- CONTRACTOR S ,/ v 'L97.0 G[.s.' MP RATUR F4-0111-76:t: Ca 'ARCHITECT AeG7•:/ FEG %'� ! WIND .2•��r/7—t sc -,ENGINEER UMIDITY •I 1 MEMBERS/AREA INSPECTEDr =Re-Inspedton s • • .I .. a o �Q• r-ti Qo z, L - u)_ . — 6� :. I HE FOLLOWING HAVE BEEN INSPECT D FOR COMP CIANC;WI THE APPROVED I CONTRACT DOCUMENTS AND ACCEPT D PRACTICES j COMPLIES YES.NO RECEIVED, . NIA ' • • _ 1 MILL CERTIFI ,ION AND TEST REPO TS DEr,g018 * ° 2 DISTOR770N;CESSIVE RUST, BU O.H LES 4 SIZE, THICKNE S; WEIGHT , y STa Lucie County Permitting e 5 SPLICES ,+ , ,, s 'k• r ` 6BOLTS,IN ALL LTHOLES �,' r'• 7ANCHOR BOLT IZE, LENGTH' PLUMB ESSEMBEDMENT, ,THREAD#PROJECTION, R _ { 8 HIGH TFIVSILE LT SIZE LENGTH E •�ASHERS,NUTS 9,13 TOROUEI G' e t �, +� +•'a 10 COLUMN ALIGN ENT BASE PLATESI 1 .11 ,GROUTING OF SE:PLATES 12 9AR=JOISTSIZE SPACING, BEARING,.: NDITION 13 BARJOISTBRID ING AND BRACING I, ORRUGATE -DECK GAUGE C DIT ON, SIDE AND END LAPS ,a ,'� t, ,. I. •~ , 15 HEADED STUDS LACEMENT:AND WE ING DISPOSITION OF INSPEC'- N: •' =' ,�I'. ' " =Sectlori{Area ApprovedWork In piogr �Re InspecUooRequired COMMENTS /ACT10N REQUIRED: G a' fo ' oI ft etuanA� (aNcf4aQ_-1,3r7t�-' pec ion Perfiormed By 'John Postletlwade BN'2543 . r: ,, �Z//7/vim - �'T �- •'' nsli I ctlon CertlfiBmY I Il31� ..Reg tered Prot'essionallNo• 1 •�Y Certifi Spgo cial It spector No: farm ra,nrxd 11l21ros' � � L.:y, y, FBPE Certificate o: 4930 1 Fowmvrcnw. ceotechitical; , „ , • , 6Y C bucffmMelefals 7lsWlg.-Sip MkI ecU Floflda a � °� •Plan Reulni 8 Code Cam Lemllfj�ngo Enal edna Sourea BRIGHTSUN CLEAR r O RAIN BELOW 60 a 60-76 -75.90 ABOVE90. LOW . MODE `HIGH -HIG - apait ldo ' LOW MODERATE GFA PROJECTV. p --3c12 r PROJECT S TlJn ,4 G� j LOCATION PERMIT NO. S�L.G /7/0_ OWNER CONTRACTOR W57-,&/,f/ 6� �LrL7.UiL C� 'TMdSEL ARCHITECT Hk!GF// r'Ec .2, yAITc�S �n ENGINEER .5 MEMBERS/AREA INSPECTED: J S / THE FOLLOWING HAVE BEEN INSPECT CONTRACT DOCUMENTS AND ACCEPT COMPLIES YES NO NIA _ RRJ FOR COMPLi PRACTICES. 1 MILL CERTIFIC TION AND TEST 'REF J15 DISTORTION, CESS1%RUST, BUl CAMBER SIZE, THICKNE S, WEIGHT SPLICES ` BOLTS IN ALL B LT HOLES ANCHOR BOLT IZE. LENGTH, PLUM] HIGH TENSILE LTSIZE, LENGTH,1 BOLT TORQUEI G. COLUMNALIGN ENT, BASE. PLATES GROUTING OF SE PLATES ARJOIST SIZE SPACING,.BEARWG, ARJDIST GRID ING AND BRACING ORRUGATE DECK GAUGE,C EADED STUDS LACEMENT AND WE DISPOSITION OF INSPECTION: Section /Area Approved =Work In Progr COMMENTS / ACTION REQUIRED: 4L-- l I form rai4cad 11/21/06 erv4mvnhlw. Gm!oC . Wtlbn Maledaly Tes >:: �n • s>z INSPECTION REPORT ./ATE /Z/z s 11 r W rH s DAY BRIGHT SON CLEAR OVEV MT j7/0..,Ip RAIN BELOW 60 60.T5 ABOVEM LOW MOO HIGH Report No LOW MODERATE HI THE APPROVED ;MBEDMENT, THREAD PROJECTION USHERS, NUTS FIT SIDE AND END LAPS F—ORe-Inspection Required n on Pertolmed By John Postlethwade BN 2543 m%r .don Cer#Ified 007 KW CommodiW Covo, Porf St. Lueio Florida 34986 GFA PROJECT# /°o —.3 ?ZQ, O STRUCTURAL STEEL INSPECTION REPORT :ATE ♦t /7 // 9 PROJECT Fe, nr,.. 5;•;,�Q,6etGC: —T--�— LOCATION DAY II II 0 PERMITNO. OWNER �gS-r cle>` WEATHER CONTRACTOR _ W�,d,.�u iT,Lr/GTiD.U� i r 4TEMPERATURE F"Nk— Gr 'K& o.F ARCHITECT Ai�T�c9�G' WIND ENGINEER HUMIDITY clma dr =j •. O CAU arras, i rUDI eac"rP co-73 r;S i.�A.:v, Lary 'i=eFtA.:c FL'd Fsvu LOW 6'OCi ""M l� MEMBERStAREA INSPECTED: �R/o-Irlspod;on t t1� S'118 THE -FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. ✓ 1 MILL CERTiFICAPON AND TEST REPORTS 1,2 DiSTORTtON, EXCESSIVE RUST, BURNED HOLES CAMBER SIZE, THICKNESS, WEIGHT SPLICES 6 BOLTS IN ALL BOLT HOLES ANCHOR BOLT SIZE, LENGTH, PLUMENESS, EMBEDMENT, THREAD PROJECTION - B HIGH TENSILE BOLT SIZE, LENGTH, TYPr. WASHERS, NUTS 9 BOLT TORQUEING D COLUMN ALIGNMENT, BASE PLATE SIZE: AND FIT 1 GROUTING OF BASE PLATES 2 BARJOIST SIZE, SPACING, BEARING, CONDITION 13 EAR -JOIST BRIDGING AND BRACING 14 CORRUGATED ROOF DECK GAS, CONDITION, SIDE AND END LAPS 15 HEADED STUDS PLACEMENT AND WELDING DISPOSITION OF INSPECTION: EETSectlon IArea Approved =Work In Progress =Ro-inspowon Requbed COMMENTS/ ACTION REQUIRED: Inspection Performed By: Jahn Pos6a0nwNe, BN 2543 Inspection Certified By: Registered Professional No: Certified Special Inspector No: nvNsd 1 t21/o8 FBPE Cortificate No: 4M . E'tw „rvr. cn.wda. CwwfuwvAtwbi. Tuf•sp•e.Ian.wmta FIeId.Y L.tlne rrrmh.rina law