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REV-17-271 2-7 I r i r } k i t - , a , I A Miami Shores Village �a Building Department RECEIVED"1 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 JAN 3 n j.l"17 />t. 040' .Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 a�2 \` FBC 20, BUILDING Master Permit No. FG15 J P2.-. PERMIT APPLICATION Sub Permit No.'R�yn - 2-7 1 ❑BUILDING ❑ ELECTRIC ❑ ROOFING Q REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1420 NW 103RD STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE:' FFE: OWNER:Name(Fee Simple Titleholder):ANNE & MARC LITZENBERG Phone#: Address:1420 NW 103RD STREET City: MIAMI SHORES State: FL Zip: 33138' Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: EJD CONSTRUCTION Phone#: 305-433-4843 Address: 1700 NE 143RD STREET City: NORTH MIAMI State: FL Zip: 33181 Qualifier Name: ERIC SCARBOROUGH Phone#: 305-318-4978 State Certification or Registration#: CGC1515901 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: —�---/'Lu - cry Value of Work for this Permit:$ Square/Linear Footage of Work: 0 Type of Work: ❑,Addition ❑ Alteration Q New ❑ Repair/Replace ❑ Demolition Description of work: UPDATE STRAPS FOR 1ST FLOOR & ADJUSTED RAKE BEAM DETAIL SpeciN tolor.of for thru the: "A. Submittal Fee Permit Fee$ CCF$ .� '•?® Scanning Fee$ Radon Fee$ �2_ DBPR$ y2 Notary$ �J Technology Fee$ Vo Training/Education Fee$ © `J Double Fee$' Structural Reviews$ Bond$ TOTAL FEE NOW DUE,$, , (Revised02/24/2014) ' < �' I. t Bonding Company's Name(if applicable) Bonding Company's,Address City State Zip Mortgage Lender's Name(if applicable) A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 _oc s seven (7) days after the building permit is issued. In the absence of such posted notice, the inspect 11 not be approved�pi i-reinspection fee will be charged. Signature Signature OWNER-or AGENT ONT OR The foregoing instrument was acknowledged before me this The foregoing instrume-nttww cknowledged before me this day of JONI 20 ��_ ,by •.��-�,nn�day of 2�� I�� 20 '� by �MMZ°A1 who is ersonally kno to T `� D��i ersona no me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: \���x'\\\0 1111+1It/// Co ` �� �jEX E • bpi 5�� b Sign: -- 871 Sign: r �. �Q.0 • F LL_ Print /� Print: = "'� Seal: Seal: % •. �, �\�\\\�� RAOUEl,r,TAR -. �i// * '• ...... NO p• ,,aeu;nr.,tiotary Puona rs APPROVED BY 61( Plans Examiner Zoning /�' 'Jl)T) Structural Review Clerk (Revised02/24/2014) RECEIVED FEB 01201 426 - 2-� of Miami Shy es Vin APPROVED ®N1�1I1- <'; BY DATE � ��rrt����. zor�in�a D`p? , JUAN J. FUENTES PE BLDG DEPTSTRUCTURAL ENGINEER A LLJ FL LICENSE No. 62426 X—BRAEINGA1\11)rnllNn z (NOT SHOWN—FOR_CL4 ITY)1n "i (101 f\Ti()N,3 s — In Fit, CL >1 + K I'r') W �- P Y•k"' I') �.+ !�� ���.'i�1�'ti1;;J��Sai`faP t PLYWOOD SHEATHING w2:Z R�i R l� 1 1 VD o° a"0 TAPCON @ 8" (NOA# 16-1222.06) PREFAB WD TR SS ( Y (OR EQUIV.) DELEGATED ENGIN ER) EMBED 2" INTO CONC. (TYP.) CMU WALL _ (REFER TO PLAN) .... ...... LEDGER CONN . @ RAKED BEAD;;;:' •••••' ••:••. SCALE: 3/4" = 1'-0" •• •• •••••• . . . . ...... . . . . ...... 'tAUED Engineering, Inc. Project LITZENBERG RESIDENCE 1 STRUCTURAL ENGINEERS Scale Drawn Issued UNITED Project No. 9700 S. Dixie Hwy,STE 880 AS NOTED 3.L. 01/30/2017 1801-21 Miami, Florida 33156 Tel.: 786.347.5250 Cross Ref. Revisions K_^ /19 . O Email:info@unitedeng.pro J Certificate of Authorization No.29691 3/S4.3 J i DOSE •'�,\CENSE•• c NQ. 62426 STATE OF ` CMU WALL •. , (REFER TO PLAN) �'•.,,�ONAo- ,ol w J JUAN J. FUENTES, PE WD. LEDGER Cn STRUCTURAL ENGINEER WE. (REFER TO 1/S4.2) a FL LICENSE No. 62426 J PLYWOOD cO SHEATHING N T.O. BEAM F5 EA. TRUSS (REFER TO PLAN) 8"x28" CONC. TIE BEAM. W/ 2 #5 TOP, 2 #5 MID., �' •° 2 #5 BOTT. & #3 TIES AT 12" O.C. o �a PREFAB WD TRUSS CMU WALL USP THD210. PROVIDE (20) 10dx12" 1—(REFER TO PLAN) NAILS INTO TRUSS AND (14) 16"� POWERS FASTNERS TAPPER +. •••• . . .... ...... EMBED 14" INTO CONC. (OR EQUIV.) • . e .... ...... ('1 TYPICAL WALL SECTION ...... ' .... .... ..... SCALE: 3/4" = V-0" """ '••'• .. .. . ...... . . ...... I UNITED Engineering, roject , g g. Inc.. LITZENBERG RESIDENCE STRUCTURAL ENGINEERS Scale Drawn Issued UNITED Project No. 9700 S. Dixie Hwy,STE 880 AS NOTED 3.L. 01/30/2017 1801-21 Miami, Florida 33156 Tel.: 786.347.5250 Cross Ref. Revisions ^S 1/— .111 O■O Email:info@unitedeng.pro J .J'K` Certificate of Authorization No.29691 1/S4.2 .. .. . . . .. .. . WA COMO Ul'N March 22,2017 : '•' • ;-engineering, Inc. Miami Shores VillagI d g e •" • 10050 NE 2nd AVE Miami Shores Village,,.,- B . , •• •' '• . ... . . . . .. . Attention: Ismael Naranjo •• •• f •• " ?y Building Official Reference: Litzenberg Residence— 1420 NE 103 ST UNITED Project No.: 1801-21 Mr.Naranjo: As discussed in our meeting of March 1,2017,the contractor for the Litzenberg Residence("project")exposed the roof and floor framing to the weather for an extended period.rAs requested, UNITED Engineering, Inc. ("UNITED") visited the site on March 7,2017 to evaluate the condition of the plywood sheathing and prefabricated wood trusses. Based on visual observation,here is a summary of our observations: • Main House Roof Sheathing In general, plywood is in good condition with numerous panels exhibiting water stains along the edges. Plywood has a gray exterior color and yellow interior(underside) color.We did not observe plywood panels with section loss,swelling,or veneer buckling.Plywood sheathing stamp is Exposure 10.563". • East Roof Sheathing I In general, plywood is in good condition with numerous panels exhibiting water stains along the edges. Plywood has a gray exterior color and yellow interior(underside) color.We did not observe plywood panels with section loss,swelling,or veneer buckling.Plywood sheathing stamp is Exposure 10.563". • Garage Roof SheathingIn general, plywood is in good condition with numerous panels exhibiting water stains along the edges. Panels towards the main house(south)are discolored and may have mold/fungus growth.Plywood has a gray exterior color and,yellow interior (underside) color. We did not observe plywood panels with section loss, swelling,or veneer buckling. r • Floor Sheathing In general, plywood,is in good condition with some panels exhibiting water stains.In general panels that are near windows are exhibiting the water stains. Some panels may have mold/fungus growth. Plywood has a yellow color. We observed some isolated panels with veneer buckling.We did not observe plywood panels with section loss or swelling. Plywood sheathing stamp is Exposure 1 23/32"., • Floor and Roof Trusses In general,trusses are in good condition.Several trusses appear weathered and are discolored but none show section loss. j • Truss Connections Roof truss connections are in general conformance with,the-5pproved plans prepared by UNITED dated August 29,2016 and SSK-7.0. + d4 The construction deviated from the approved plans for the floor truss connections by substituting the specified connections at the girder without prior approval from UNITED.A NuVue NVFHE was installed instead s of the specified Simpson HGAM10 and HGUM. The truss girder was installed too close to,the corner, PA1801-21 Litzenberg Residence\0-Project Admin\Corres\L77-03-221 Naranio 1801-21.docx s` UNITED Engineering, 9700 S.Dixie Highway, - 88033156 786.347.5250 -•- • • • . ... . ... Litzenberg Plywood Sheathing Evaluation : • : ••• • ' ' March 22,2017 Mr.Ismael Naranjo ; ; •;• : : : • • Page 2 of 2 consequently, the connection violated the minimum edge distance and thus nullified its capacity. UNITED provided SSK-12.0 as a repair and are pendir4 inMaAatiori to confvrnits c kormance. . . 0. 0The construction deviated from the approved•plarjs*by aVcUnt a 3/a"shw•1 to each truss end.The installation of the shim caused the nails/screws specified to violate the edge distance thus, nullifying the connection's capacity. .. . . . .. ... .. A USP THD210 hanger was installed without pAor?1:�rovaIZ#6n;TJNITT.This connector does not have a product approval and required verification fro"S delegated;r g;Vbr'Contractor, however, has provided a signed and sealed letter for the USP THD210.We received the signed and sealed drawing from James Collins, PE on January 30,2017. Based on our visual observation and review of the relevant American Plywood Association publications, it is our opinion the structural capacity and integrity of the water stained and discolored plywood sheathing has not been affected from the weather exposure. In our opinion,the roof plywood sheathing may remain and does not need to be removed. However,the floor plywood sheathing exhibiting veneer buckling shall be removed and replaced with new plywood. Due to the appearance of the trusses,we requested the contractor contact the delegated truss engineer to evaluate and provide a signed and sealed letter stating acceptance of the trusses or provide any repair recommendations if necessary.We received a copy of the signed and sealed letter by Armando Perez, PE dated March 10,2017 states the structural capacity of the trusses has not been affected by the weather exposure and do not need to be removed. If you have any questions or would VJ*4Wdisicuss this further,please feel free to contact me. Iloilo N DS6 FUS, Sincerely, I , 'Y �,�C ENS �< UNITED ENGINEERING, �i` F No- 62426 ATE 7 . ITES,P.E., ,3 ',A OF o hA J Structural Engineer = s•. ORION '"1!:` Florida License No.62426 ,s NAL ","A#11011 JF 00 0 UN"ITED 0 • 0 • • Engineering, Inc. ' • :.0 • ••• • STRUCTURAL ENGINEERS 9700 S.Dixie Hwy,STE 880 Miami,Florida 33156- f1////////Ofp sJ Tel.:786.347.5250 ' •• • • ••• ••• ••• •• Email:info@unitedeng.pro ' • • • • - _ 1�, / �A\ J o si� • -Certificate of Authorization No.29691 000 0.0 000 * No 62 - 42 rA?'F OF EXIST. PLYWOOD scS'/OORIQA SHEATHING (F.V.) %sN,4L E ����ei/`//J J J• To the best of my knowledge these plans and specifications comply with the applicable m building codes. �— ]UA N Ju P.E. STRUCTURALRAL ENGINEER Florida License No.62426 Submittals/Revisions 5„ i EXIST. CONC. _ COL. (F.V.) EXIST. WD. TRUSS GIRDER (F.V.) lD Drawn: A.H. — � I 1 _ Checked: A.M. Reviewed: J.F. BENT R a UNITED Project No.:1801-21 1 Date:03-08-2017 � , T w 00. 3„ U T_q Z w LU r)M e L � z 0 � � w.O 4"0 HILTI KWIK BOLT 3 (OR EQUIV.) EMBED 5" U) J INTO EXIST. CONC. (TYP.) U M � (D OU 0C o O LU I _ :(/) V) ED w U) =) U-1Z H w ('1 TRUSS GIRDER/ CONC. COLUMN CONN . N o SCALE. 1 = V-10" F-_ Q SSK- 12 . 0 AMLN DOS, F E F F Winn MW 0 - . 1u- t . * : No. 62426 • uti z upy0••.•• STATE OF •;��� ++�' JUAN J. FUENTES, PE =_ �` ' f ORIOP.••• � ++' STRUCTURAL ENGINEER rs�ONAL EN�?� +''+ FL LICENSE No. 62426 X-BRACING (NOT SHOWN FOR CLARITY) Al z a 30# ROOFING rPER N PA `O w >- FEB 3 2017 PT PLYWOOD SHEATHING o" ' (REFER TO PLAN) PT WD 2x8 (MIN.) SYP. NO. 2 GR a"0 TAPCON @ 8" LEDGER (NOA# 16-1222.06) PREFAB WD TRUSS (BY (TYP.) (OR EQUIV.) DELEGATED ENGINEER) EMBED 2" INTO CONC. RAKED TIE (TYP.) 0000 BEAM (REFER • • CMU :�n/A4LO TO PLAN) (REF0•TO' PLAI4T. •. '.. BUILDING REVIEW •••••• •• •••••• 0000.. 0000.. APPROVED DATE , I� '� • . . 0000 . .. 0000. 0000.. 0000. .. .. ' 0000 0000.. . . 0 0 000000 .0000. 1 LEDGER CONN . @ RAKED BEAM '--' : •••. ; SCALE: 3/4" = 1'-0" STRUCTURAL REVIEW • E�/.v8��-- 6le- Vlq -U b AJft-b%3 APPROVED A# Air. 7✓drf 6S` DQ6d DATE ti 7Xuriew .vt-j D I'miad -*v,3) 01w/ } � "(10it - �ti-r►F,,C4/OA( To 7t ".��11, �N �c. . � ►u.t�� s Ho>�. I/�i�d•�• � �1 I C• Pr LITZENBERG R DENCE STRUCTURAL ENGINEERS scale Drawn Issued UNITED Project No. 9700 S.Dixie Hwy,STE 880 AS NOTED 1.L. 01/30/2017 1801-21 Miami,Florida 33156 Tel.:786.347.5250 Cross Ref. Revisions q Email:info@unitedeng.pro 02/21/2017 S S K—r •O Certificate of Authorization No.29691 3/S4.3 1 CITY COMMENTS f •Y H { JUAN J. FUENTES, PE CMU WALL STRUCTURAL ENGINEER (REFER TO PLAN) FL LICENSE N(� X4,26 T!/ s OSEFU��_ ��� '•\\C EN •TF J `� SF CP W D. LEDGER rn N0. 62426 (REFER TO 1/S4.2) '� . TATE OF PLYWOOD CD ORIDN •'���Q��`� SHEATHING N ' NAL ENG;,��`�� T.O. BEAM """'01 �5 EA. TRUSS (REFER TO PLAN) 8"x28" CONC. TIE BEAM W/ 2 #5 TOP, 2 #5 MID., �' •' 2 #5 BOTT. & #3 TIES AT 12 11 O.C. I Le • DAlPREFAB WD TRUSS .•�'�. CMU WAIL .•.. 0000.. (EDGE SP THD210. PROVIDE (20) 10dx12" - (REFER TO.*PIAN) .. .' { AILS INTO TRUSS. MINIMUM 1 " NAIL •*90•• �� ��••�� 0000.. DISTANCE. PROVIDE (14) 1-"0 0000 .. . . OWERS FASTNERS TAPPER+ (NOA •. .. 000015-0629.06) INTO CONC. MINIMUM 3" •••••• ••0•••CREW EDGE DISTANCE. (OR EQUIV.) •' " '• •••••• .....• . • 0000.. • • . - .0000. ('1 TYPICAL WALL SECTION 1--9 E: 3/4" = V-0" REVIEW D _ DA 19 UNITED Engineering, Inc. Project LITZENBERG RESIDENCE STRUCTURAL ENGINEERS Scale Drawn Issued UNITED Project No. 9700 S. Di zieRwy,STE 880 AS NOTED J.L. 01/30/2017 1801-21 Miami, Florida 33156 Tel.:786.347.552PS 1K`50 Cross Ref. Revisions ^^ '/ O, 0 3 Email:info@unitedeng.pro 02/21/2017 1 S Certificate of Authorization No.29691 1/54.2 1 CITY COMMENTS