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FW-13-2275Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-200689 Permit Number: FW -10-13-2275 Inspection Date: October 08, 2014 Permit Type: Fence/Wall Inspector: Rodriguez, Jorge Inspection Type: Final Owner: NUGEN, JOHN Work Classification: Masonry Job Address: 375 NE 99 Street Miami Shores, FL 33138-2436 Project: <NONE> Contractor: GATOR POOLS AND SPA CONSTRUCTION Buildina Department Comments IV174 IT -1111 i! M, 11 70 M Parcel Number 1132060135530 Phone: 786-412-5281 PERIMETER WALL Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed VEr Failed E] Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 October 07, 2014 Page 1 of 1 m��911013 1,13-13 16WILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION L111 OCT 07 `� 3 BY. 000am©°oommao____oo� FBC 20 10 Permit No. Master Permit No. 1 5 —OXV 5 Permit Type: LDING ROOFING "� JOB ADDRESS: 3! S City: Miami Shores County: Miami Dade Zip: I� Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):_ Id ?tv�d ✓ire Phone#: Address: '3 `%S %J P � 11 1t b:)-- 4' -LP- #- City: M1 4 t-- '%" Tenant/I.essee Name: Email: �n �-'z State:%�- W Al �i - C0� 00 "� i13y CONTRACTOR: CompanyName: �lDrfz o i s p ��. c s c Phone#: 72 o 5 - z 7 . 2 - Address: .r W 2p/2 5f City: State: J�FL Zip:. 3 17 `% Qualifier Name: tvU F_g:Zij i. da . ���,r �„ ,�. m Phone#: '3a` -s ^ Z 22 -?-2, State Certification or Registration #: C . P f d 4 -S 9aq Certi%c to of Competency #: ' S Contact Phone#: Email Address:` DESIGNER: Architect/Engineer: Phone#: n Value of Work for this Permit: $ `(ao0 Square/Linear Footage of Work: Type of Work:AAddition ❑Alteration *ew ,gRepair/Replace ODemolition Description of Work: COZOP thru tile: 2 Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ 3 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspec o which occurs en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not e a a a reinspection fee will be charged. Signature Signature (1q, - 110"J. Owner or Agent ontractor The for trument was a led ed be re me this The foregoing instrument was acknowleded�befsore me this day of , 20, by day of ��, 20�3, by ��Lln-�..c,+`�' who is Iters nally known to me or who has produced who is personally known to me or who has produced • As identification and who did take an oath. as identification and whoan oath. NOTA RY LIC: . • B NOTARY PUBLIC: Sign: v. s�a`e \ 3.2c� Sign: \r,«�y P fiP`ces 12aa� Sr. Print: ti. EE ���Ps Print: r..+ r tr i� 7- \10 t�V �( My Commission Expires: _ - e Jh"& h a My Commission Expires: '''',i s ., TASIE\ APPROVED BY Plans Examiner l J Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 10 r0�, 3 _ Permit No: Structural Critique Sheet (L . JA -R i .m ® -.D-f*P e e- 9-(Izd Civ X4 --L, r 2) awl✓ c4 PavT s Baas ,pp R, Page 1 of 1 STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdi Asraf PM) STRUCTURAL DESIGN COMPUTATIONS `WM 0 b tT1 FOR -! /-/p SITE WALL IMPROVEMENTS NUGEN RESIDENCE 375 NE 99th Street Miami Shores, Florida 33138 October 23, 2013 ORDER No. A-101678-79 PAGES: 7 + COVER MTS ENGINEERING Civil and Structural Consulting Engineers EB No. 28451 r Athanasios Tom Marinos, P.E. Civil/Structural Engineer Reg. No. 51562 PEMBROKE PINES CIVIL" STMXT-UI fun 'M 18331 Pines Blvd, Suite 307, Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax:954.437.3137 Wl NDXpert 1. 1 O(C) 0 2006-2013, All Rights Reserved MTS Engineering Project ID: NUGEN SITE WALL License No. 1016-2012-14 A/E Professional: Tom Marinos, P.E., S.I. M, Billing Ref. A-101678-79 Project Location: 375 NE 99 STREET, MIAMI SHORES, FL WALLS/SIGNS Horizontal Dimension (6):100.00 Height (h):5.00 ---------- Vertical Dimension (s):5.00 --- --- Ratio of Solid to Gross Area: 100% P- w- 7 1 Horizontal Dimension of Comer Retum:0.00 Wind Speed used for Wall Pressures: 115 Solid Wall/Signs-CASES A and B Wind Caw EffecWe Area Cf Pressure Force , Distance from, Geometric Center (GC) Torsion about GC Case A 7�2-J% 16,376. Case B 5001 +1.301 +32.751 16,376.11 201 327,522 PRESSURES SHOWN ARE ULTIMATE WIND PRESSURES US Unhs-*W Speed In mphJ9nTXwwA7shmcesAccw*1d* are measured In FeetArm In square tea! (sq Premum we in Pow pwaqum fbwMSftw In pw#Ws 0b*;KbmwWT0r&W In powmWbW Pbs-M null Page 2 of 2 MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments i f 771 . ..r. 1 ..T K. r5 1•"1 r..,,:`iA $�@tda[J4 i.l ..•i Wim.. t.3Y y. ..`-.. N 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax. 954.437.3137 PROJECT OdNWI&W pj&4t MTS Engineering Civil and Structural C.6nsulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments ORDER: ENT CHK DATE: e d -13 WAR! not: WmA -41 A Ly at ISO SUE 1K M SAW IN WANITI loom ;4*.�;.� -mail. �nj I Poet% W" AIL:, NET A. TTW Wow to Woo 414 "�Wawlo I-ANWIT WITUR a faww"n W i,.W a, K loom wow., q 71 AS 0 -v, T- 19LEW SOWN 4 a W 1, u�. is pa SMQ 3 wool. W '` f i. I t t t y } sn"Was'.. v� TAW. too �74%j WsM M _00__ Was A M= ONQ KW J * 40 :F WH -J-r 10 Kob"Hy ME Piz q M W�Ywv pawn 7 -0 QW pit Z ACV 1 WOW ✓ r MOA, 0 DUNN FC Y MIX SwE 0010 ACV 1= WAIT 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 9542372111 Fax: 954.4313137 MTS Engineering Civil and Structural Consuldng Engineers Coastal and High Wind Velocity Area Mitigation and Assessments PROJECT: ORDER: ENG: CHK: DATE: -13 yl - care i MTS Engineering Civil and Structural C6nsulUng Engineers Coastal and High Wind Velocity Area Mitigation and Assessments PROJECT- ORDER: ENG: CHK DATE: usq is K P .�j k 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 z. j 1. 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments PROJECT: 6 f'W ORDER: 47YV16 74110-9p .1 a t. "44 r —Poll 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 (� TM MASONRY WALLMCD Fba := 0.33 -fm 70•r 2 Effective height• 12 R(Effective height, r) := if > 99 (Effective height•12 r 1 — Effective height 122 otherwise ( 140•r Fba = 495 psi Faa := 0.25•fm•R(Effective height,r) Applied Stresses in Masonry Faa = 322 psi Check Axial Compression fa := P fa = 4 psi b•t fa = 4 << Faa = 322 OK Check Flexural Stresses (Masonry and Steel) Try Steel: Ast— 0.31. 12 Ast = 0.08 in21#5 at 48" o.c. 48 Ast P := b•d p = 0.002 k.= 2•p•n+ (p•�2 — (p•n) k= 0.236 j:= 1 — 3 j = 0.92 Fm := 2-M-12 Fm= 156 psi M•12 fs := fs = 10843 psi j•kb•d2 2 p•j•b•d CHECK COMBINED STRESSES (NO INCREASE DUE TO WIND) fa + Fm = 0.33 <<< 1.00 OK Is = 0.45 <<< 1.00 OK Faa Fba Fsa Page 8" WALL DESIGN -5.67' cant. v INSPECTED MASONRY MASONRY WALL DESIGN fn 1500 psi Effective height:= 11.33 Feet P'= 340 pif M.= 246 lbs-fVft t = 7.625 inches Fsa 24000 psi Es := 29000000 psi Es d:= d= 3.81 inches _ n (900•fin) n= 21S b.= 12 inches Effective height 12 A lovable Stresses in Masonry Walls r = 2.59 = 52 r Fba := 0.33 -fm 70•r 2 Effective height• 12 R(Effective height, r) := if > 99 (Effective height•12 r 1 — Effective height 122 otherwise ( 140•r Fba = 495 psi Faa := 0.25•fm•R(Effective height,r) Applied Stresses in Masonry Faa = 322 psi Check Axial Compression fa := P fa = 4 psi b•t fa = 4 << Faa = 322 OK Check Flexural Stresses (Masonry and Steel) Try Steel: Ast— 0.31. 12 Ast = 0.08 in21#5 at 48" o.c. 48 Ast P := b•d p = 0.002 k.= 2•p•n+ (p•�2 — (p•n) k= 0.236 j:= 1 — 3 j = 0.92 Fm := 2-M-12 Fm= 156 psi M•12 fs := fs = 10843 psi j•kb•d2 2 p•j•b•d CHECK COMBINED STRESSES (NO INCREASE DUE TO WIND) fa + Fm = 0.33 <<< 1.00 OK Is = 0.45 <<< 1.00 OK Faa Fba Fsa