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RC-10-163 '. r N i� - £ 3 a : £ � Miami Shores Village 10050 N.E. 2nd Avenue r E Miami Shores, FL 33138 -0000 • '. fc r '� � v �P'l b S Phone: (305)795 -2204 Expiration: 0810212010 Project Address Parcel Number Applicant 848 91 Terrace 1132060050350 Miami Shores, FL 33138 Block: Lot MOJDEH SHUSHTAR Owner Information Address Phone Cell MOJDEH SHUSHTAR 3928 GATEWAY Drive PHILADELPHIA PA 19145 - Contractor(s) Phone Cell Phone Valuation: $ 6,000.00 PINECREST CONSTRUCTION INC (954)817 -3030 _....,..._._ ._.__... µm._._ ....,._.. _. Total Sq Feet: 0 Approved: In Review For Inspections please call: Comments: (305)762 -4949 Date Approved:: In Review Available Inspections: Date Denied: Inspection Type: Type of Construction: OVERHANG REPAIR Occupancy: Single Family Final Stories: Exterior. Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Certificate Status: Certificate Date: Additional Info: Bond Rat um : Classification: Residential Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $3.60 RC -2 -10 -36948 $ 240.60 $ 50.00 1 ' Education Surcharge $1.20 - -' Permit Fee - Additions/Alterations $225.00 RC -2 -10 -36948 $ 240.60 $ 240.60 $ 0,00 Scanning Fee $6.00 Check #: 4173 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $4.80 Total: $240.60 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 contractor to do the work stated. February 09, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 09, 2010 1 111111111111IINI IH1111111111111111111111111 NOTICE OF COMMENCEMENT R, ft 271.7 P 327a� - gips A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION •EC0RDED 02108/ 2010 1.d "56;41 ARVEY RUVIHr CLERK OF COURT IACII -DADS C:OUNTYr FLORIDA PERMIT NO. TAX FOLIO NO. AST PAGE STAtff d4 C&bk D " COUNTY& MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. i 1. Legal description of.property and street I address: ® e- , ' c �6 2. Description of improvem t: ja_ ex 3. Owner(s) name and a4d s tye k tv Interest in property: o' 9- Name and address of fee simple titleholder. 4. Contractor's name and address: 1 5. Surety: (Payment bbnd required by owner from contractor, `if any) Name and Address: Amount of bond $ m - UA 6. Lender's name and address: AJJA p.: ,t' 7 . g � 7. Persons within the s4ate of Florida designated by Owner upon whom notices or other documents may be served as pF ®uled 5 )(a)7., Florida Statutes. Namt anlAddr� ss: nAl 8:{ I ition`to hi If O e designates the following person(s) to receive a copy of the Uenor's Notice as provided I ion 13. 3(1)( , to a Statutes. N and Addr s� cJ( /S F 9.'' Fic iration date of this'.' fl c of C mencement: (the expira cr ate is 1 year from We date of recording unless a di#'erent date is s cif1 1- 4 e ature Prot Name .., e �� ' �O�v Prepared by r gy o 1 Swom nd subcrd f e this day of { <�� `/ , 20 ` Address: J� Notary Publi WWI 7 Print Notary's Name: My commission expires: + A ARID otary Public State of Florida Commissior� DD7 MY comm. exPlres Feb. 23, 2013 PEOW #: '-.1 Villa e kft, i Shores Mwe DATE APPROVED BY DATE • ZONINO DEPT L,LDC 3U BLDG DEPT IIJWWTO COMPLIANCE VIA M 4LM)ERAL SUBJECT TO COMPLIANCE WITH ALL FEDjERAL STATE AND COU,M RULES AND REGULATIONS AND REGULATIONS -------------- Miami Shores Village 039V • Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. `V PERMIT APPLICATION Master Permit No. F13C 2004 Permit Type (circle): Building Roofing ii <' Owner's Name (Fee Simple Titleholder) - c4 o� K G5 M M _� L-jL P hone # ( 30 - 7) � l � 0 — � c V = G Owner's Address y T �K/ i= 4 7g 0< City /YI,H�i S/'jcY�os State EL zip 3 313 Tenant/Lessee Name Phone # Job Address (where the work is being done) g U *� q1 k4 City _ Miami Shores Village / County Miami -Dade zip FOLIO / PARCEL # ✓ Z 0 03 5-0 Is Building Historically Designated YES NO Contractor's Company Name P Im Fcecsf G INS - • Phone # Contractor's Address 1 ' S ' ® "c S ; City 1/ State Zip �i Qualifier Name 5t0le 60 e? z +4 z— Phone # State Certificate or Registration No. /S��r�3 Certificate of Competency No. Architect/Engineer's Name (if applicable) � �'o� • Phone # Value of Work For this Permit $ ® Square / Linear Footage Of Work: Type of Work: OAddition Alteration New x Repair/Replace ❑ Demolition Describe Work -P REAt ✓e- lw a a ® Zz ASS' Submittal Fee $ • V V Permit Fee $ r O C CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ ' Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $_ Structural Review. $ Total Fee Now Due $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) / 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 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 com encement must be posted at the job site for tho-first inspection which occurs seven (7) days after the building permit is issued t a sense of such posted notice, the ins ection will not be approved a reinspection fee will be charged Signature Signature ` Owner or Age for The foregoing instrument was acknowledged before me this a (0 T The fore o' instrum ac ledg before me thi day of Uir 20 /y , by y , el e�iLl�c,,� ® day of 20 by who is personally known to me or who has produced ho is personally kn to me or who produced / `'^ 1 ,,rr�� entification and who did take an oath. As identification and who did take an oath. V NOTARY PUBLIC: OT PUBLIC: Sign: S gn Print 2"T 0 V tR`� Print:9a My Commission Expires: 4 V)-e- 3- 1, a-o / My Commission Expires: `S � �0 APPLICATION APPROVED BY: �/ , —, Plans Examiner Engineer Zoning (Revised 07n0i07) N ry Public Stde of Florida a °� Margaret MecheNe Montgomery a MY Commission DD540�51 Exemption Detail Page Page 1 of I DEPARTMENT O ` FINANCIAL SERVICES Alex S ink Chief •Finuncnil Officer ofl:lorida �A Workers' Comp Home Exempti ®n Detail Page About Us La st Updated: Assessment Rates Return to Qus Form - _a Benefit DeW6ry Pt0cess D etails Centralized Performance System a' Ch: 440 FL SNatuies STEVEN R — s PR Feb 27 s Feb 27 2001 I Construction PINECREST BUILDERS INC Contact Us GONZ4LEZ 1999 Databases STEVEN EVEN R Aug 21 GONZALEZ FPR1995 Feb 271999 Construction PINECREST BUILDERS INC ' Directory - -- -- - -- - — -- — — — -- STEVEN R �Jun 19 2008 ' — PINECREST District Offices SONZAL.EZ [ PR it Jun 1.92091 Constru ' _ CONS INC ED[ STEVEN R FJun20 2007 PINE - STEVEN EZ [ PR Jun 19 2008 :Construction l Frequent Questions CONSTRUGTION INC — - — STEVEN R Fun 2005 - PINECREST History GONZALEZ PR Jun 202007 Fs ctl on # CONSTRUCTIONMemorandaBuiletins STEVEN R __ — _ .- -. - - -- � ._ —' PINECREST GONZ4LEZ J PR ^Jan 1 2004 Jun 20 2005 Construction —} CONSTRUCTION INC Publications STEVEN R J Related Links PR , �2.�Construction GONZALEZ j CONSTRUCTION INC Rules & Forms STEVEN R PINECREST — ul FPR Jun 7 2001 Jun 7 2003 Construction i GONZ4LEZ _ CONSTRUCTION INC Safet `Termination may be through the revocation of the exemption, expiration of the exemption, or invalidation by Statistics — failure to re -issue the exemption. What's New Return to Query Form i tsEOiti Q i ?I'"` CCWPEHSAT40M (300) 742 -221: or (85@; 413 -954" Florida Division of Workers° Compensation • 200 Fast Gaines Street • Tallahassee, Florida 32388 -4228 • • Legal Notices ' Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. t,tMc• /lcannrA flAf .• ,.,„nxlr�unC/r..,,,..r..,.,,.,, ... .,r „- Cd.r:w +r/G',rr...,..tie.++n .,�+.4DFUiTI —/1GZ 17ti'7Cfl 9'117'l!'1/VM) BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301-1895 - 954 -831 -4000 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30 2010 DBA: Receipt # 180 - 0004189 Business Name: PINECREST CONSTRUCTION INC Business Type: Owner Name: STEVEN R GONZALEZ GENERAL CONTRACTOR Business Location: 13326 SW 28 ST Business Opened: 02/25/91 DAVIE 33330 Business Phone: (954)370 -5722 State/County /Cert/Reg: CRCO38044 Exemption Code: NON EXEMPT Rooms Seats Employees Machines Professionals 1 UNIT Number of Machines: For Vending Business Only Vendin a Type: Tax Amount Transfer Fee NSF Fee Penalty Priof Years Collection Cost Total Paid 27.00 1 $ 27.00 PAID 08/05/09 7708113.0001 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privile of doing business within Broward County and Is non - regulatory in nature. You must meet all County and/or municipality WHEN VALIDATED planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and Mailing Address: regulations. PINECREST CONSTRUCTION INC STEVEN R GONZALEZ 13326 SW 28 ST DAVIE FL 33330 2009-2010 STATE OF FLORIDA AC# 40 -. VIA Orfts- G'CsC1sr I6I$ T21 080065Z� . C$t,� CTOR rs CERTIFj•ED uuder �sairation sate: the Provisri 091 0.< 1.Q89bp i39. F8 129 : i...* �b PMMUCOt NWOM bMMMM FTn. AOAB* TMICERWIVIA ISUMXCI AS MATTER Tmm UP mKWAR IC ONLYAMMMEW NON UPW THE CEWWWAYS "51 udm* D60 %14 i #MOM THIS CISIMPWATE DOUG NOT AMEND, EXTEND COV Wip,, Fk =W Fu 954.70-3447 INSLMRs AFjro"W COYBRAOE n Vvidd® lnVLfrmn0v 00. Amsdal I mm Pinar w comwdon. Inc. 13= S. W_ 2mfth no ATED. NOVMM LtCy peaW UMC Iss 0 70 28mPro WW8 " CEI RTrwre Wy a moulm CA OFI THE Pmcm (W cowmicraRaymmoom 9N[7 t AF AttCM AW "A WWWAINT-WWOR Tw P OLOO Mcmew mm" Is VJS*GT vftWAN.TWbWJRAHW - SMN WU=SypAp*AlL AIW POUCMB. ASONW75 1.111735 ' j;j_WTj;�FWAM*F L" Imam I �0010.60 RD 100.000 mmM UANUTY GLMW,44 03123109 5 ^ 0 ^ 00 1) C?X�P (AM UM & ADVI 011 OAWWM WJ Q=m A 0 0 AGGREWTZ 2k am Ae lkleUWT o0WNED SINOW L ex slued m awk*d woluded AWAM j GODLY INLLAY "C' = i - -- m 1 �, : ... 0 p n mw vdltml eRdLKWd OTHF-R Imm GARWE UABWy Mao aw," A' BnslUded U AWAVTO Lj axduded mce"uAw"Aimw O=Nt 0 exetuded u FEWIPM VATth awduded WORMS rL0..W."4K* AND 8 L UM PZCU ANy pRoPRETOR I PARTM I Ifyw. dame= undor OT14ER OU 0 0pWT4W i LOCATIONS i UgW IM 1 OtaLWO" AOM ey ekD=SWg)ff I SPECIAL VMVISMS VISOR" carpentry . ............. CANCELLAT" mar, P - 064les oil CANCaLM ANY OF "N A110VIIII DWI' TWOOMMA'M "Mao INVANt"O.".1 1 DAYS WWMtl Cla m6 m So T om' - -� Km... ...... .. Ca* ftbles BIA&M 060- as 405 Oft W"y 1 134 4:01VORAT" GableS, Doi AG to fai • • •'�vyT .i CASt ' • STRUCTURAL NOTES • 0 0 F �I (� - BG� to 0.wva aRanf mx mmmanwo.6++�1 • • • °f . - r -- J L • •" • • • Q O_ maze•asm • VE"wAmmrmtiwacenmwnmamrua s , °L0.• m w90 RBrD} . •e,�`\ • • • •X•` Ea34a W E-- Llpf� O A= 4 ._ • .:; Cl g - aLmu. na�saLULaLU.aa.pruyarneoa..sooa •.;,� 2 ° x 3" x 48" L #2 SP •• •• • •/�� W SCAB SEC. TO TOP CHORD ��IS • ��! V U i ppa m � W/i6d NALS ®8" O.C.�••.•l ,°xsreo->eee j • d - J LIJ _ pp iao. rw u4e �-m 1P4�ttr w 1�/ • � - - • i M I Z OTM OT mm awmama Wamur A AM CDNTBM= WM `�.m. EXIST W0. FASCIA � • • • i • • x 4" A2 SP RETURN • • • • • • • «' �y Q 2 } -8d TIAILS TO TOP • (1) WRff 0881 AM UUM f t& ORD/LEDGER • • • LL1 W va anavax. amap a asooa m aawsa, as axoxa m rr C U J o� a , La awaa+ ®ea °sLmueaw 11 FELT BACKED MTL. RIB LATH COV. _ a79AmL VIDRt. Ly(1r A® �d OPo1 a0 L1ApY Z 7) r : 'ce vva mn CL 2 "x 4" g2 SP P..T. � t W /$TIIGGO :!) Q �' ' e�10 who r • v Laacnux aa�inam � 1 < .•ucac a$ aarL�yL G r a ma we �wur� 6 D3[� X�3� EMB He IBM INS L° ®24� O.C. to Si Lu apt ax-xm aa� tm amamarrs rm aaaa ®mLmr[ &'3 b3 ° ' 6 ' O wmL, asmme I— Z SWWW NQ- eHC8IIt8 AND 7AWOVAU BHAaM B I L� W a - a amia m - agora am wbmm m amxaa v as waxer a m e t iCBI Well B@CtiOII aswm erramL asaaim oa7aw as seawasa ww amartaaaan A 1 IV Lr cn cn le M � p 0 oaLgn aa: ec mm l� b � B ae se.aaMr ® 0 4/ B CD p RT -7 BY USP (5) -8d TO SCAB &SEAM NOA: 07- 0306J0 T'YpICAL SE(T(pP1 ••••�•N~ ~••••• j TYP. so,-Jt� ay r•aLe _. LaT V -JUS 410 BY USP 6 -16d TO BM. ••• •'• & 8 -1/8`9 x 1 -3/4' HILTI PINS. •• ; JUS 410 BY USP 6 -16d TO 8M, NOA: 07- 0419.01 es aprtn as a•reo ,:,r • & 8- 1/8'9x1 -3/4" HILTI PINS. % (2)2"x 10" #2 SEC. � UPLIFT CAP-1605# • ` NOA: 07- 0419.01 TOGETHER W /16d NAILS UPLIFT CAP =11 m ® 8" D.C. ACTUAL UPLIFT FORCE-W6# O ; * ACTUAL UPLIr FARCE =1446 �%% •• * rp S-1 � K L M t A M hDADE MIAMI -DARE COUNTY, FLORIDA _ METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -29M NOTICE OF ACCEPTANCE (NOA)eO °�" United Steel Products Company. 14305 Southcross Drive # 200 Burnsville, MN 55306 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Nfiami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High velocity Hurricane Zone. DESCRIPTION: Joist Hangers JUS Series and Framing Angles JAJMP Series APPROVAL DOCUMENT: Drawing No. JUS/JA/MP, sheet 1 of 1, dated 02/15/07 with no revisions, prepared by United Steel Products Company signed and sealed by Robert W. Lutz, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement. "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. .. ..... . . . .. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturd of.* dis=ritut, inspection at the job site at the request of the Building Offi , ... • 0 ::::: •: 0 . and shall be available for �Pce J � g fC� .. This NOA renews NOA # 06- 0605.10 consisting of this page 1, evidence page E-1 & approval document ... mentioned above. The submitted documentation was reviewed by Carlos M. Utre ra, P.E. • 006 •" . . . .. • . .. • • • :'NOS Ito: W!0419.V . f Expiration Date: July 09, 2012 • Appnvil Date: July 19, 2007 . .. • . . .. . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . 0 s United Steel Products Company. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing No. JUS /JA/MP, sheet 1 of 1, dated 02/15/07 with no revisions, prepared by United Steel Products Company signed and sealed by Robert W. Lutz, P.E. B TEST Test reports on wood connectors per ASTM D1761 -88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connector Direction Date 1. 06 -6119 JUS26 -2 Upward & Down 12/13/06 2. 06 -6120 JUS28 -2 Upward & Dow 12/08/06 3. 06 -6121 JUS210 -2 Upward & Dow 12/20/06 4. 07 -6164 JA3 Fl, F2 and F3 02101/07 S. 07 -6165 JA5 Fl, F2 and F3 02102/07 6. 07 -6166 MPAI Fl, F2 and F3 02/22/07 7. 07 -6167 MP34 Fl, F2 and F3 02/26/07 C CALCULATIONS 1 JUS/JA/MP Series Calculations prepared by United Steel Products Company, signed and sealed by Robert W. Lutz, P.E. D STATEMENTS 1. No Financial Interest letter issued by United Steel Products Company, dated 04/04/07 signed by Robert W. Lutz, P.E. and notarized by Loretta A. Parker. 2. Code Compliance letter issued by United Steel Products Company, dated 04/04/07, signed and sealed by Robert W. Lutz, P.E. 3. NOA Renewal Request letter issued by United Steel Products Company, dated 04/04/07, signed by Robert W. Lutz, P.E. 4. Code Compliance letters issued by Product Testing, Inc., singed and sealed by C. R. Caudel, P.E. .. •.• • . . • . •• • .. 060 00 . k%14 1 • * t Eontrol%'aio Wi • • NOA go X419.01' Expiration Date: July 09, 2012 ApVgojval Datg: J°:y :9., 20117 . E -1 %: . La.: . . . . . . 0000 • 0800 0000 • •• . . JUS JOIST HANGER " • •• •� 0900•. 000 DIMENSION FASTENERS •Att®MIABLE LOADS (LBSiI ° P CODE T GAUGE D VII• • UPLIFT' 46460 %) • "; p W H D A HEADER JOIST 6000 0000 • 08 •p p JUS26 -2 18 3 1/8 5 1/4 2 1 •• • ' JUS28 -2 18 3 1/8 7 1/4 2 1 •• • • . 0 JUS210- 18 3 1/8 9 1/4 2 1 (6) 16d •• • • JUS46 18 3 5/8 5 2 1 (4) 16d 185 • 10 • 2 1 (4) 16d "SO • "11"? 0• N JUS48 18 3 5/8 7 � TYPICAL JUS INSTALLATION ° JUS410 18 3 5/8 9 2 1 (6) 16d 0Z 5 ••• •• JUS26 -3 18 4 5/8 4 1/2 2 1 C4) 16d 1185 0' JUS28 -3 18 1 4 5/8 6 1/2 2 1 (4) 16d 1480 1290 I JUS210-31 18 1 4 5/8 Is 1/2 1 2 1 cm iAa 1(6) 16d 2070 1605 L Minlnum header thickness shell be 2 Inches for 16d rafts. 2. Specified ,joist nags shall be Installed at 30 -40 degrees horizontally such that they penetrate JUS through the end of the Joist and Into the header. • D MP & JA FRAMING ANGLE CONNECTORS o DIMENSION FASTENERS F1 CLBS F2 (LBS) F3 (LBS) • • o PRODUCT GAUGE • • o H CODE H D A HEADER JOIST 100% 160% 100% WIND 16 WIND D &L WIND D &L • o JA3 14 3 2 1/22 1/2(4) 16d (4) 10d x 1 1/2 466 466 608 171 JA5 14 5 2 1/22 1/2 I- M P MP34 18 2 13/16 1 3/81 3/8 '" MPAi 18 4 1/2 1 3/81 3/ 653" '" 1. Kntrnmm header thickness shalt be 2 Inches for 16d naps, and 1 1/2 Inches for all others specified. b2. Laced values are for framing angles Installed singly, and may be doubled If installed In pairs. 3. The Joist shalt be a minimum of 1 1/2 Inches thick. @)cannot be used in this direction for wind uplift. wv- i ref FRC 2321.7- rdnim�un uplift = 7001bs. TYPICAL MP INSTALLATION UNITED STEEL PRODUCTS COMPANY JA INSTALLATION SIMILAR. 143088oulham DrM, Bdls201L Bumft 1YN WO PH (910 811111mMI. p -, DUCT RM.&`.VED NAME, FACE MOUNT JOIST HANGER GENERAL NOTESt ascomnly- ngvdt&aft F10fift r`3ct_wiasCodr AND FRAMING ANGLE L STEEL SHALL CAM TO ASTM Ate, STRUCTURAL GRADE 33,U,n�L ��.��_e��cv'wa 0.1 naTE� AND A MDO�JM GALVANZIED CDATDdi OF G-JIL - ROBERT W. LUTZ Z FASTERHERS ARE COMma VEM NAILS UNLESS OTF�RWISE NOTED. H: 3. - .te 2/15/07 a ALLOVAKE UPLIFT LOADS HAVE BEEN IICREASED BE A SHORT TERM a PROFESSIONAL ENGINEER (STRUCTURAL) NO LD"D WIM Z ° FLORIDA LICENSE. N0, 55409 4. ALLOWABLE DOWN LOADS ARE NOT AI�SED BY SHORT TERM t'^ .; 66 4 ] DURATION FACTIM s. ALLUVADLE L� ARE UN THE NATHINAL DESIGN Div ? SHEETS DRAWING # JUS /JA � aS CaNSTTRUCnma 2M EUrMK FUR 1 OF 1 MP MDADE M I A M MADE MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1107 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (3057 375 -2908 NOTICE OF ACCEPTANCE (NOA) www naimidade.govibuRdin wde United. Steel Products Company 14305 Southcross Drive # 204 Burnsville, MN 55306 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida building Code including the High velocity Hurricane Zone. DESCRIPTION: Wood Connectors Rafter Ties "RT" Series. APPROVAL DOCUMENT: Drawing No.02 -07, titled "RT3 & RT7, RT10 & RT20, RT15 & RT16 (Rafter Ties)" sheet 1 through 3 of 3 dated 02/10 /07, with no revisions, prepared by United Steel Products Company, signed and sealed by Robert W. Lutz, RE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. AUSSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manuf4riumpr it.%disiribgtors • and shall be available for inspection at the job site at the request of the Building Official. This renews NOA # 05- 4105.05 and consists of this page 1, evidence page E -1, as we as ar®va� dur da�tt •. mentioned above. .. .... The submitted documentation was reviewed by Carlos M. Utrera, P.E. . ... ... . ... . .. . .. .... . . • •NOA N0: �.I ®• •,. ° 1 Expiration Date: May 02, 2012 Ap1WyvADatV Jpar 1:1j . • %: lgagel . .... . . .. . . ...... . .. .. United Steel Products Company. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Drawing No.02 -07, titled "RT3 & RT7, RT10 & RT20, RT15 & RT16 (Rafter Ties)" sheet Through 3 of 3 dated 02110107, with no revisions, prepared by United Steel Products Company, signed and sealed by Robert W. Lutz, P.E. B. TESTS (submitted under NOA # 05 -0105.05) Test reports on wood connectors per ASTM D1761, signed and sealed by T. Kolden, PE. Laboratory Report Wood Connector Direction Date 1. PTT # 01 -3338 RT3 Up, Parll & Perp. 08/01/01. 2. PTI # 01 -3339 RT7 Up, Parll & Perp. 08/06/01 3: PTI # 01 -3340 RT10 Up, Parll & Perp. 08/10/01 4. PTI # 01 -3341 RT 15 Up, Parll & Perp. 08/14/01 5. PTI # 01 -3342 RT16 Up, Parll & Perp. 08/30/01 6. PTI # 01 -3343 RT20 Upward 09 /14/01 C. CALCULATION (submitted under NOA # 05 -0105.05) Calculated Capacities prepared by R. W. Lutz PE. Product Model No. of Pages Date Signature 1. Rafter Ties 1 through 15 01/23/02 R. W. Lutz, PE. D. QUALITY ASSURANCE 1. Building Code Compliance Office E. STATEMENTS (submitted under NOA # 05 -0105.05) 1. No Financial Interest letter issued by USP Lumber Connectors, dated 01/18/02 signed by R. W. Lutz, PE and notarized by R. Radabaugh 2. Code Compliance letter issued by USP Lumber Connectors, dated 01/18/02 signed and sealed by R. W. Lutz, PE. 3. Letter requesting revision issued by Product Control Section on 10/25/04 and signed by C. F. Font. F. OTHERS 1. Code Compliance Letter issued by United Steel Products Company, dated February. 23, 2007, signed and sealed by Robert W. Lutz, P.E. 0 0 0 0... . . 00 • 0000.... • • • • • • • 0000. 1os n Utjeq%, P. • .'. Qqt C�o�dryl �:sgnainer • NOA Pao 0743063 • • Expiration Date: May 02, 2012 Apprr4vidPatel JpV q& . E_1 . . . fee . . . . . . . . . . . 0000.. . 0000 GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. a ® 2) FASTENERS ARE COMMON WIRE NAILS UNLESS ®® ' OTHERWISE NOTED. • 0 3) ALLOWABLE LOADS HAVE BEEN INCREASED o ce BY A SHORT TERM DURATION FACTOR OF 6(r/ ® FOR WIND LOAD CONDITION. NO FURTHER e ° INCREASE IS ALLOWED. 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL 0 9 DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION • LL TEST �G01EDITION 0.55OR BE FOR E PERFOR ED IN ° ° o • ACCORDANCE WITH ASTM D1761. 5) NUMBER OF FASTENERS SHALL BE EQUALLY DIVIDED t BETWEEN RAFTER & STUD. 6) NAIL PENETRATION IS ASSUMED TO BE f 1/2' INTO WOOD. BETWEEN RAFTER & STUD. RT3 RT7 RT RAFTER TIE SERIES 18 GAUGE FASTENERS SCHEDULE ALLOWABLE LOADS DF -L / SYP Ll L2 UPLIFT PRODUCT RAFTER/ 8d x 1 -1/2 PR ODUCT EWE CODE TRUSS PLATE STUD 160% 160% 160% 160% I� RT3 (4) 8d (4) 8d -- -- 180 140 1 365 365p¢ralfi ar • ....' (5) 8d (5) 8d -- -- 175 125 1505 1 505 • • • •.. . . t'reat�Ce�ret • 131visi ...••. • • ' 0 00 0 ' UNITED STEEL PRODUCTS COMPANY • • ..so I Z] T. E • • • 14305 SouthcrOSs Drive, Suit 200. Bumsvllle, MN 55306 - PH (952) 898 -8651 ••••• • •• ••• 1041. ARE,.L.OADS:9j 'PLIED NAME] RT3 &RT7 ;..PARAL TO 3WRING WALL (RA FTER TIE) �). ••�� ARE7 LOADS: APPLIED DATES 02 -10-07 ROBERT W. LUTZ '. PERPF!F19;�UL�Y� BEARING WALL _ rt PROFESSIONAL ENGINEER (STRUCTURAL) • 2 FLORIDA LICENSE. NO. 55409 l>••QCL❑�,:oNkE L ALTS FOR UPLIFT, • • • • SHEE7s DRAWING NO: L1 & L2 ARE NOT TO BE COMBINED 10173 02 -07 MDADE GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 Z it STRUCTURAL GRADE 33. AND A MINIMUM GALVINIZED COATING OF G90. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. ° 3) ALLOWABLE LOADS HAVE BEEN INCREASED ° BY A SHORT TERM DURATION FACTOR OF 6OZ FOR WIND LOAD CONDITION. NO FURTHER Al. OWBL.E BASED ON THE NATIONAL 1 DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION �• 2001 EDITION FOR SOUTHERN YELLOW PINE o (G= M55 OR BETTER & MOISTURE CONTENT OF i/ g 19% OR LESS. ALL TESTS PERFORMED IN Z1 ° ACCORDANCE WITH ASTM D1761. 5) NAIL PENETRATION IS ASSUMED TO BE 1 1/2' INTO WOOD RAFTER & STUD. AND 1 5/8' (8d) OR 1 3/4' (10d) 3 / OR MORE INTO WOOD PLATE. 10 ' 6) FOR UPLIFT USE TWO (2) RT10'S. ONE ON EACH ' SIDOERIIIN,q C WITH SECTION 2321.7 OF THE FL 0 . RT10 R T 20 RT RAFTER TIE SERIES FASTENERS SCHEDULE ALLOWABLE LOADS DF -L / SYP L1 L2 UPLIFT E 13 PRODUCT RAFTER/ 8d x 1 -1/2 CODE TRUSS PLATE GA STUD 160% 160% 160% 160% RT10 (6) 8d (8) 801 18 (6) 8d 170 160 495 495 RT20 0 000 K-9 10d .. �• 1 -1/2 (4) 10d 16 t9) 10d x 1 -1/2 - - 925 925 RT20 • REV #1 V fee 0 0 . . � • }r • 000000 U TED p � �, SmOmm S E L M p ��e I PRODUCTS �p C OMPANY ... ..... . . ...... 6 A • ••o•t) Ll ARE L❑AD&*APPLIED NAME' RT10 & RT20 P44AWEL 1 - 'ARING WALL CRAFTER TIES) • • • 0000 DATE+ ROBERT W. LUTZ •;•••L) L�•A�� LOAtI .t••APPLIED 02/10/07 PERPE"DICLILAR-.TO BEARING WALL , 2 PROFESSIONAL ENGINEER (STRUCTURAL) • • • • • • 0000 0 �, FLORIDA LICENSE. NO, 55409 3) ALLLWO'ABLE LOADS FOR UPLIFT SHEET+ DRAWING NO L1 & L2 ARE NOT TO BE COMBINED. 2 C1F O 02 -07 MDADE L P 9 16 1 3 11 16 0 y F)T15 ° 0 R T 15 -1 11 6 y RT16 RT16 GENERAL NOTES RT RAFTER TIE SERIES 18 GAUGE GALVINIZED 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM FASTENERS SCHEDULE ALLOWABLE LOADS GALVINIZED COATING OF G90. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS DF -L / SYP OTHERWISE NOTED. 3) ALLOWABLE LOADS HAVE BEEN INCREASED UPLIFT L1 L2 BY A SHORT TERM DURATION FACTOR OF 60Y. 8d X 1 -1/2 FOR WIND LOAD CONDITION. NO FURTHER PRODUCT RAFTER/ INCREASE IS ALLOWED. CODE TRUSS PLATE STUD 160% 160% 160% 160% 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION RT15 (5) 8d x 1 -1/2 (5) 8d -- -- 445 255 465 465 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER, AND MAIISTURE CONTENT OF RT16 (8) 8d x 1 -1 C81 8d -- -- 540 370 890 890 19% OR LESS. ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. . • 5) PENETRATION IS ASSUMED TO BE 1 1/2' INTO WOOD • • •••• • •• RAFTER & 1 5 /9' OR MORE INTO WOOD PLATE. • • • • • REV # 1 6) FOR UPLIFT USE (2) RT15'S ONE ON EACH SIDE go**** • FOR COMPLIANCE WITH SECTION 2321.7 F.B.0 •"•••• N 17 T E: < •• UNITED STEEL PRODUCTS COMPANY 1�• • �•� A R' - kb A DS •:Z P P L I E D 14305 SouP=M Drive, suit 200. Bwmvft MN see - PH (M) M4=1 "PARALtfEl... Tq••B� ARING WALL NAMEt ( RA F T E R 15 & R TIES) • • • • •••••• DATE 2t --L--2 A14E �OA�..APPLIED 02/10/07 ROBERT W. LUTZ .-: BEARING WALL. � FLORIDA ILICENSE, ENGINEER (ST RUCTURAL) NO. 55409 •••• SHEETS DRAWING NOS 3) ALLOWABLE LOADS FOR UPLIFT, SHEET, 3 02 -07 MDADE L1 & L2 ARE NOT TO BE COMBINED. 1 F w o 1/-X5 �,. . J -DADS A , via BUILDING CODE COMPLIANCF. OFFICE (BCCO) 140 WEST FLA !M PRODUCT CONTROL DIMON MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www- maimidarie aov/buildu rcode United Steel Products Company 14305 Southcross Drive # 200 Burnsville, MN 55306 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida building Code including the IIigh velocity Hurricane Zone. DESCRIPTION: Wood Connectors Rafter Ties "RT" Series. APPROVAL DOCUMENT: Drawing No.02 -07, titled "RT3 & RT7, RT10 & RT20, RT15 & RT16 (Rafter Ties)" sheet 1 through 3 of 3 dated 02110/07, with no revisions, prepared by United Steel Products Company, signed and sealed by Robert W. Lutz, P.E, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, • ... • • • • . • • This renews NOA # 05-0105A5 and consists of this page 1, evidence page E -1, as wejl as appto%%dgc"nC mentioned above. 0 • • • • . • • • • • The submitted documentation was reviewed by Carlos NL Utrera, P.E. • • 040 • • • • • • • N Kam #lq • . . E�c¢gdtio f Date.-OVhyTt 2012 • • • Approval Date: June 07, 2007 • • Page 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • j M 1A M FD COUNTY, FLORIDA METRO -DADE FLAGI.ER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STS, SUITE 1683 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 '(305) 375 -2901 FAX(305)375-2M NOTICE OF ACCEPTANCE (NOA) •�°`�� United steel Products Company. 14305 Southeross Drive # 200 Burnsville, MN Ssm SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High velocity Hurricane Zone. DESCRIPTION: Joist Hangers JUS Series and Fmnft Angles JA/MP Series APPROVAL DOCUMENT: Drawing No. JUS/JA/MP, sheet 1 of 1, dated 02/15/07 with no revisions, prepared by United Steel Products Company signed and sealed by Robert W. Lutz, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: ' Miami -Dade County Product Control Approved or MDCPPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any pardon of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06- 060.10 consisting of this page 1, evidence page E -1 approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, Py- • • • • • • • • • >� �i �- Q�1SI0>Z � • • Approval Date: iniy P age 1 •• • • • • • • • • •• • • ••• • • • • ••• • • ••• • • • • •• •• I Mtrr ii � I pill. 2 s FAT !3.y I z 7 v" kv. LEE-W-=M-T-77 -4 J-1, 41ii �1. I -1 A 1 VA JIM tfM1 - 7- 1 7 JI Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 134674 Permit Number: RC -2 -10 -163 Scheduled Inspection Date: March 09, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Owner: SHUSHTAR, MOJDEH Work Classification: Repair Job Address: 848 NE 91 Terrace Miami Shores, FL 33138- Phone Number Parcel Number 113206005035 Project: <NONE> Contractor: PINECREST CONSTRUCTION INC Phone: (954)817 -3030 Building Department Comments REPAIR OVERHANGS (ROTTED WOOD TRUSS TAILS) AND WIRE MESH AND STUCCO. Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 08, 2010 For Inspections please call: (305)762 -4949 Page 16 of 34