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RC-18-2186Miami Shores Village �� 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 tO1Phone: (305)795-2204 F�OR` Permit NO. RC-8-18-2186 Permit Type: Residential Construction Per 1"t Work Classification: Alteration Permit Status: APPROVED Issue Date: 9/14/2018 1 Expiration: 03/13/2019 Project Address Parcel Number Applicant 1180 NE 100 Street 1132050190390 Miami Shores, FL 33138- Block: Lot: BRENDA CHIABRA Owner Information Address Phone Cell BRENDA CHIABRA 1180 NE 100 Street (786)319-5218 MIAMI SHORES FL 33138- 1180 NE 100 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone STAR PAINTING & WATERPROOFING (954)455-5421 In Review Valuation: $ 3,500.00 Total Sq Feet: 0 Comments: Date Approved:: In Review Date Denied: Type of Construction: STRENGTHEN STRAPS ON RESID Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: STRENGTHEN STRAPS ON RESIDE Bond Return : Classification: Residential Fees Due Amount CC F $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 P&Z Review Fee $35.00 Permit Fee $105.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $219.40 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-8-18-68576 08/17/2018 Check* 1187 $ 50.00 $ 169.40 09/14/2018 Check #: 1258 $ 169.40 $ 0.00 Hvaname Inspection Type: Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Window and Door Buck Fill Cells Columns Review Review Planning Review Electrical Review Plumbing Review Mechanical In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contra�jjor to do theAork stated. Authorized Signature: Owner / Applicant / Building Department Copy / Agent September 14, 2018 September Miami Shores Village ` BuildingDepartment RECEIVED p AUG 17 Z018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 C0+_) FB� G f-1-C 20I BUILDING Master Permit No.r1B ZI elS PERMIT APPLICATION Sub Permit No. �. C 18_ ZI (a) (0 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1180 NE 100th St City: Miami Shores County: Miami Dade Zia: Folio/Parcel#:1132050190390 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type OWNER: Name (Fee Simple Titleholder): Brenda Chiabra Address:1180 NE 100th St City: Miami Shores State: FL Flood Zone: BFE: FFE: one#: 786-319-5218 Tenant/Lessee Name: Phone#: Email: p: 33138 CONTRACTOR: Company Name: Star Painting & Waterproofing ANC. Phone#: 954-455-5421 Address: 2412 Sw 59th Terr City. West Park State: Fi Zip: 33023 Qualifier Name: Sander Kushner State Certification or Registration #: 11 B000339 hone#: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: LD City: State: Zip: Value of Work for this Permit: $ _�).500 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ` �c-a �.hl7a ow<� ' ()N4 -yvC S i �C' Y1 cC Specify color of color thru tile: Submittal Fee $ Permit Fee $ 1ys ' GZ3 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Z - C•Jl� DBPR $ 2 GO Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ //-- TOTAL FEE NOW DUE $ _ I �o40 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu Signature OWNE or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 �j by Ck, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: The fong instrument was acknowledged before me this day of 20 by ho i personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: k Sign: �-- Print: Print: Seal: Public Stage of Fbrida Cindy F Cyr Seal: ot Public State of Fbrida Cindy F Cyr My Commission GG 130590 Q� My Commission GG 130590 �yy Expires 08/0112021 OF Expires08/Ot/2021 ww ************** * ************** *************************************************************************** APPROVED BY INt Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Lab Report No. 128762 FLORIDA TEC ' PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY TE: July 27, 2018 ANYIUME: Star Roofing PROJECT ADDRESS: 1180 NE l 00th St., Miami Shores RE -STRAPPING DETAIL REPORT C.A. # 30448 Lab Certificate # 17-0703.01 RECEIVED AUG 17 2018 C" 46001111% 1. Where possible add 16d nails on the existing straps to bring the total to four (4) fasteners. 2. On the trusses that do not have a strap or fasteners cannot be added, please follow the detail below: Install one (1) masonry connector (see drawing) model HGAM10 with four (4) Titen masonry screw 1/4" x 2 3/4" (minimum 1" embedment) into the tie beam and four (4) Titen screws into the wood truss (minimum 1" embedment). Install to manufacturer specifications. OR Install one (1) MGT Girder Tie Down (see drawing). Miami Dade requires only four (4) 16D Nails on the strap to be up to code (Min. 2 nails on each side). tjseo �/8" ..... concrete/cmu anchor to complete installation. Note: To reach the ma1itnuth holding. - capacity of the tie down, install a minimum of six (6) nails in the fa e fit: the truss•bcr minimum of four (4) nails into the top of the truss. Install to manufacjV�er specifcaf ons. . ...... To the best of my knowledge, belief and professional opinion, the above roof to°wa4l.00nnectian . provides the necessary uplift resistance required by the FBC and will comply with trite minimum-: requirements as set forth by the Hurricane Mitigation Retrofit. :'"'' . .... % Once changes/repairs have been made, please contact our office for a re-inspect?%f1pse donot� hesitate to contact my office if you have any questions regarding this report. •. 0 •, • F, 0 I \9� e\F/j1y.i HGAM10 •� Z". 680 lbs. (DF/SP) 530 lbs. (SPF) N5 Rebar Min. HGAM10 Installed Jorg F. o zal��olryl�sonry Lic. o. 2 10735 SW 216t1 St. Unit 404 Miami FL 33170 Install a miniroom of 4-16d mils into the mp. Moisture barrier nOt shown 14"he ° Imtall r minimum o - of6-16d mils into ( the face. wrl 1Y.' 3-Min. r �r /5 Reba r j Imall 518" MGT Min. Ip concretdcMU anchor. Typical MGT Installation Page 1 of 3 L` ' wwwt loridaTEC.net 56-4550 56-6833 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY Simpson Strong -Too* Wood Construction Connectors $iIT, P$Qiv St,tb Tie Seismic• Anchor (cont.) Fastetlers OF/SP SPF7HF AJowaNe toads" Alowable Loans" Dodd GL W L de No. (h) To To To Uprite Uptli!' (L Rel. ru Tn,sltst L ai concrete (160) h Fz (160) F, Fz HM9KV 18 141• BDi (4) SOS %' x 1 W (5) Si' x 2 W T_'*"o 2 (5) W x 1 W Tt2rA 2 LC5 070 200 C35 am 200 FL HGAUIOKTA3 14 — -- (4)S0SWx1%' (4)'.'x,ri T2w-•2 B50 1.005 IJ057 610 725 7w H1 OS 18 1 % 11 % (8) 8d x 1 W (2) iii x 4' TEM H0• (2) W x 4' Tian HOO IR65 — — 915 — — F1. FL LTA2 Pc:vc;dotdw-b- 18 — -- (10)13d x 1 w FmDed Embod 1210' 415 675 1,015 415 735 tita11 "Ata •'w LTA2 • • • • param-"'au 4tstt7xtion 18 — — (10)10d x t W EraDed Ented 1.210' 950 220 1.vp • • am • M • • • • H18 18 1% tM MlWxIW (q': r21Y._i62 (5) Wd TLx'32 1.470 — — •1 � — • =• • H16S 18 1% 11% M10dx1W (6)Wx2W7im2 (6)Wx1i, The 2. 1,470 — — — — •t265 FL H16.2 18 346 18i9 (2)10dx 114' (L)': r ^la' 7 (G)' : x t%: TL: Z 1.470 — — •1.2Zi — • • • • • • H16-2S 18 31: 11 % M 10d x 1 Ni (6) W x 2W T-. -t' 2 (Ci) W x 1W Mir 2 1.4M I — •�Z63 — • +— • • 1. Loods haw been inorszsad for wind a earttn p"w kxKft wkh no tutttas incrome dowad. Pled roe vAwe athw bode govern 2. Abaxabia beds we for a* andw. A akrrtm rafter thkimm d 2W must be used when tra nim endmrs ate insmred an each skis d the joht and an the runs We of the pieta a&";rnn m fy a Z500 pd cud n**nun fn . I'sw pd atv E Ht3AM10oura=rvpadcaped wkhShV&onStrong-Tie' rg-Dave• SOS HeavyDutyCornec:or screws and 2W and Titer,' 2 ersews, mspec**. (14'.•Then 2 straws for conawe t'-rions sRs'sra" p. ran straw t5 n 0 M6S Installed into Masom & fiotf�Icls •heir be inatded s.h *W the Titer 2 'x .j; f. i ian H r anchors • • • • • � • as not aocad to the W=32 o • • • • • xp 7. Ht3AM 10 F2 bads are br tames Fto the arxnne w. Sea Sian 2 fop • • • • • i • bads away fmm the comet:m • • • • • • • • 8. L3A2 alaw>161a up(dt on SP in 1,425 b. for papertdddar to we! inats3rion • • • • • • and 1.3A0 Rx for p vWW to was kwWb ion. • • • • • • •4. • • Fastamrs: 10d x 1 W= M 148' da- x 1 W iortg: 8d x I W= 0.131' diet x l'-w 7TN2.25214H a W x 2W Tt.n 2: TTN2-26234H a 14' x 2W T9w 2. TTN25214H a Timm 14' x 2W and TT1 25234H - Thm W x 2%' may also be used at U Ckft bad;. Sae pp. 26-27 br other nei sizes and k9affrtaum 1w �.,,,� /5 rebar F n, 1 e` © HM9 AttxhhV Muss to Masonry 10735 SW 216th St. Unit 404 Tel: 305-256-4550 Miami FL 33170 Page 2 of 3 Fax: 305-256-6833 www.FloridaTEC.net FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY Simpson Strong -Too' Wood Constnrct,on Connectors M J, 10 F1 0 Eli Girder Tiedowns The MGT and HGT series are Order tie downs for moderate to high load applications that are rypk:a"y Installed prior to roof sheathing. The MGT wraps over the heel and Is anchored on one side of the thus. The HGT straddles the had and anclors on bah sides of the truss. The HGT is Wd adWabi3. making It suitable for trusses with top chord slopes up to 8/12. The HGT is available In sizes for 2-.3- and 4-ply widths. Material: MGT — 12 gauge: HGT — 7 gauge Finish: MGT — GaNanlzed: HGT — Sirnpson Strong-TUP gray paint lnsmilation: • Use at fasteners: see General Notes • when the HG r-3 Is used with a 2-1* girder or bearn. shlrrini ng Is required and rnust be fastened to ad as one unit • Attach to grouted concrete block with a minimum one #5 rebar horizontal in the tap ftvd block • MGT — Ired a nd *ntxn of ('3)1 Od n2!3 into tho foe of roof rlrcmbcr 0= Is on --• ddo as MGT bam • See pp. 328,329 for wood appicaJons Codes: See p.14 for Code Raterence Kay Chart • • 14r'hs' • 1 Y: \ �Sr1t MGT M Stroh Tie %'d13. WWWrs reWred (not supplied) I� Crescent washer suppitd and required O.C. Fastawa DF/SP SPFMF Model W Dintnrslan Allow rk A6ovr3blt Coda Pb. (M) Batwsen Anchors Caocrrts Cinder uplit I ftmk tipift Loads Rd. and G w J (160) OR ma 3% — (1)% (22)10d 3.965 3.330 FL HGT-2 3tla 5% M V. (16)10d 110.960 6.9t0 @0. F7_. H7. 00. L16 Hai 3 4W. 7% (2) r!. (16)10d 10= 9410 ir,T4 6% 9 (2) Y. (16)10d 9.250 9.250 1.Aradred . m.t ms n%M be I li; ed io resist applied loads. 2. ARw*mrn Pm = 1.500 pd and Pe = 2.500 123 3.To achieve the bob imm! for the MGT and HOT, errdaraga into a 8• wide eormne t o beam or grouted erd renamed CMIJ tiabaan can be nv da twig Simpam Strang ilia• SET-XP• andxzl adraive with a n**rsrn enbsdman depth of iT. V4rkal reidorcam maybe regtied to UwWar the loads per Deigw 4. Albymbla toads have bean irx7rsssd for wind or earMqualte loedrg with no hrther ire ease dmmc : reduce where other loads gavem S.The kW can be kwj& d YAM strap. vttnicel for full table toed provided all specified rusts are it stalad to aft w a solid header or ff** rn darbb 2x6 web. 6. Nalls:1Od - 0.148' da. x 3• long. See pp. 26 27 for adw nail suns end Mametiam HGT-2 P4GT•3 and HGT-4ainVJ•00 •••• • r'• r. sail '• • �.I� � � ljlplcai HGT-2 Installation Into Concrete 10735 SW 216" St. Unit 404 Tel: 305-256-4550 Miami FL 33170 Page 3 of 3 www.FloridaTEC.net Fax: 305-256-6833