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DGT-14-108962-/°911015 Miami Shores Village S o es ag. a - F, Building Department FEB p 4 � 95 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 K® BUILDING Master Permit No. E)677t/ 141_1C),i PIEMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS C, JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 33 13 9 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: �bc", 1, 1,01t,flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): City: W9� Tenant/Lessee Name: Email: State: Zip: 3313 CONTRACTOR:Company Name: EL / C. f� Can9d-uclio' )) Phone#: Address: Z'yoo �� sv W —7 City:L�6 State: Qualifier Name: State Certification or Registration #: C Q_ /k Y7/may Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 0 17 " Type of Work: ❑ Addition Alteration Description of Work: City: State: Zip: Square/Linear Footage of Work:�� ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ 9 S • CQ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ cR 2. 2G (00 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zi 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. Signature /. L OWNER or AGENT The foregoing instrument was acknowledged before me this day of 8 , 20 /w , by yr who is personally known to me oreohas produc as identification and who did take an oath. NOTARY PUBLIC: Sign:�C@� Print: S-A U " ur -s Seal: APPROVED BY (Revised02/24/2014) VERONICA PhUIPS * W COMMISSION # FF MW EXPIRES: Feb=N 22 2oia Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of i`'�fC�/'- 20 Z ® by ' / who is personal nown b �r who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: * EXPIRES: February 22, 2018 BandedThru Budget Notary Setviees Plans Examiner Zoning Structural Review Clerk g - t T AT M, 0 LORtD,4.. r '!EPA S ; date : NUG -1 2 VISIanS �i4D `722.,J,84. Ch From: Javier Gutierre z Fax: +1 (306) 463-9431 To: � 7 � Fax: +1 (306) 766-8972 Page 2 of 2 0210212015 9:20 AM '4`GIRCERTIFICATE OF LIABILITY INSURANCE ° 21 20115 " THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ALL CITY INSURANCE INC - ACI 275 FONTAINEBLEAU BLVD. SUITE 190 MIAMI FL 33172 cDNTFT CARMEN RODRIGUEZ PHONE (305) 463-9431 FAX(305) 436-6797 EMAIL GMAIL@ALLCITYINS.COM INSUIRERISI AFFORDING COVERAGE NAIC INSURERA .MID-CONTINENT CASUALTY CO 23418 INSURED ELTEC CONSTRUCTION &INVESTMENT LIQUIDATION GROUP INC 2400 NW 98 STREET MIAMI FL 33147- INSURER B .PROGRESSIVE EXPRESS INSUR INSURER D : INSURERE: IINSURER F: COVERAGES CERTIFICATE NUMBER- 11 RPM_QIAN NI IMRC'R• 00 THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR NSR TYPE OF INSURANCE DDL SUBR POLICY EFF 9/01/2014 POLICY EXP LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY 04GL911292 9/01/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 MED EXP (Any one Person EXCLUDED CLAIMS -MADE [?�] OCCUR PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO- LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE LIABILITY 02300142-1 7/10/2014 07/102015 COMBINEDSINGLELIMIT 300,000 BODILY INJURY (Per person) $ ANY AUTO X ALL OWNED X SCHEDULED AUTOS AUTOS HIRED AUTOS X NNOUTN-OSWNED BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS -MADE AGGREGATE $ YdORKERSCOMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED9 (Mandatory In It es describe under NIA WCSTATU- OTH- E.L. EACH ACCIDENT E.L. DISEASE- EA EMPLOYEE E.L. DISEASE- POLICY LIMIT I F I DrSCRIPTION CGC151 OF OPER TIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is requlrerq SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2ND AVENUE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES FL 33138- AUTHORIZED REPRESENTATIVE &U @71988 2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD 100% ,CR.ttt tl4 JQFA1MU17®! • ,, S pl�HNJINCIALOPftCER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERMEB DNISION OF WORKERS' COMPENSATION • CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION UAW • CONSTRUCTION INDUSTRY EXEMPTION TNs cert<ties that the kxIlMdual listed below has dented to be.exempt from Fladda Workers' Compensation law. EFFECTIVE DATE: 5/31/2()13 EXPIRATION DATE: 613112016 PERSON: PHIUJPS ELROD FEN: 270465737 BUSINESS NAME AND ADDRESS: ELTEC CONSTRUCTION & INVESTMENT LIQUIDATION GROUP INC 2400 W98 STREET MIAMI FL 33147 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR DW24YWO-=CERTIFICATE OF ELECTION TO BE EXEMPT MWEO 07-72 QUESTIONS? WW13d809 https://apps8.fldis.comlcrreportviewerlreportViewer.aspx?data=kdvpginc9D7Q3gH6TER6... 5/31/2013 a Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if - 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.'In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage .from the contractor's company for day labor, part-time employees or subcontractors.. Therefore, You may be personally liable for the worker compensation iniuries of any person allowed to work under this ep rmit• Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Signature: :Z State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of ,2015 By who is personally known to me or haste....... as identification. _ :�; oma`z. oo�_ Notary: ct� SEAL:.......... c �iq �e Contractor 0, e W�N J on 06 2 - - 411,� State of Florida County of Miami -Dade The forego* was acknowledge before me this C_ 3 day of , 20— L By ria who i o me or has produced as identific tion.vua4c VEROMCA PHILLIPS 06� %MY COMMISSION # FF Notary: `� piRES: Febmary 22, 2018 SEAL: �r®W Bot ditwBugdNabtY WORKERS COMP AFFIDAVIT I =1 I� ; �.S WILL BE THE SOIE WORKER/CONTRACTOR ON THE PROPERTY AT `16.5 44Z AND WILL BE PERFORMING THE WORK AS IT PERTAINS TO THE SCOPE OF WORK FOR GENERAL CONTRACTOR. ALL OTHER TRADES SHALL SUPPLY THEIR PERSPECTIVE WORKERS COMP. S t-aj e_ C)3' Flo Clea, SWORN TO AND SUBSCRIBED before me this_�_y _day of 20 by �tS►YP4g VmmrAPF rs * * MY COMMISSION A R MM EXPIRES: Febuq 22,2D18 �f° aFFlo��Oe BmMTfwBud$NcWySer lea SEAL rint, Type or Stamp Name of Notary a Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR/ ARCHITECT Permit N. 7 Cl Owner's Name (Fee Simple Title Holder): Owner's Address: S25— cf—I City: M Yom, State : Fe - Phone #: 3V6'_-7� & fV3 Zip Code: 3 343 9 job Address (Of where work is being done): 913.1' AT Y2 `-�J/T City: Miami Shores State:—Florida Zip Code: -31C Contractor's Company Name:,, Y/z Q CAvj Phone #-_36_5:-3j0-747 7/ Address: 1 2®5 S A>ej d d A v City: Il l iCAVVIF State: Ct Zip Qualifier's Name: J i vv% WaLtj G Lic. Number: Architect/ Engineer of Record Name: Address: City: Describe Work: 4 State: Phone #: Zip Code: 1 hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling t complete the contract. I hold the Building Official and the Mia Sho s harmless of all legal involvement. Signature Signature% OwnV'or Agent The foregoing instrument was ak��nowledg d before me this Z day of ,20, by Who i rsena4ly knew me %r who has produced U6 /�4dA as indentification. Nota P blit: f Sign: ,y, e su VERONICAP Seal: r° r' '•• ` * My COMMISSION i FF 0610 *tEXPIRES: February 22, 2D19 fA�Of �oPQQ g�eET1wB�N��vIC� Contractor or Archi The foregoing instrument was aknowledged before me this 2— day of , 20�)by who is personally known to me or who has produced ,( �-T1 on " I as indentification. Notary blit: Sign: Seal: ;° ` VERON0 1PS My COMMISSION f FF MW e ` rEXXPIREa& Fd 2Z 2018 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No:',�gf i y—lo-" r Structural Critique Sheet Page 1 of 1 D 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 Cesar I. Castillo RE i Florida P. E #: 68447 13155 SW 134th Street, Suite 119, Miami, Florida 33186 -Phone -Fax # (305) 253-9 u All 6666 br, w" 6666... �.......... _6666. 6666... s JOB DESCRIPTION: STRUCTURAL DESIGN OF: ALUMINUM GUARDRAILS JOB ADDRESS: MR. AND MRS. LANGTON RESIDENCE 835 NE 92 STREET, MIAMI SHORES, FLORIDA 33138 CUSTOMER: LAZA IRON WORKS INC: ••'•0 6666 6 ,••• , 696.9. 666 666666 DESIGNER: Cesar Castillo P.E 6666 •••• 969 ••• ' 6666.. ... . STATE OF FLORIDA REG. # 68447 ::.::. a 0: 6 6669 . CODES AND SPECIFICATIONS: . .. ' 669• ALUMINUM DESIGN MANUAL 2005 FLORIDA BUILDING CODE 2010 A.S.C.E 7-10 CW4 r. e44WO, P.E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA PE JUL 2 2 2014 6666.. 6666.. 6666.. 6666. 6666. 9666.6 .999.. 66669. 9 0.000• • • • • 0000 • •• • • • 0000•• 0000 0000•• • • • • 0000•• 0000•• • • 0000 0000 • • • 0000• 0000 0000 • • 0000• • ••• 0000•• • • • • 0000•• •• •• •• • • 4 00••0• 0.4000 • • 4 • •004•• • • • • • 40.04• • • • 0 0 •000 • 00 • 0000 Cesar I . Castillo RE Florida P.E #: 68447 A ► ► IIIA►,►/► ►13155 SW 134th Street, Suite 119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 r_1LwvR11yWiv1 11PUL-11yu LJCJ/C//Y H = 42 in MAX. POST DISTANCE= 48 in = 4.0 ft TYPE= ALUMINUM 6061-T6 ALLOY. CODES: ALUMINUM DESIGN MANUAL 2005 FLORIDA BUILDING CODE 2010 ASCE 7 -10 1.- TYPICAL POST (1) ALUMINUM S.T. 2"X2'7(0.093 +(1) INSERT S.T. 1 -3/4"X1 -3/4"X1/8" - L=20" Load= 200 lbs ( 50 Ibs/ft x 4') Height= 42 Inches M= 200.00 x 42.00 = 8400.00 Ib - in Then M = 8.40 Kip - In CHECKING Fb FROM ALUMINUM DESIGN MANUAL 2005 -SEE ATTACHED Then Fb ( Welding Elements)-- = 12.00 Ksi NOT WITHIN 1 in OF A WELD. • • Then Srqr = 8.40 = 0.70 in3 2.1- HORIZONTAL CHECKING 12.00 • • Then try with: (1) ALUMINUM S.T. 2"X2"X0.093 + (1) INSERT S.T. 1 -3/4"X1 -3/4"X1/8" - L=20" 00 96:0 Sxx= 0.79 in3 >= THEN USE: (1) ALUMINUM S.T. 2"X2"X0.093 + (1) INSERT S.T. 1 -3/4"X1 -3/4"X1/8" - L=20" 0.70 o.k 2.- HORIZONTAL RAIL (1)ALUMINUM R.T. 2"X1"X118" Load= 50 lbs/ft ( HORIZONTAL ) Span= 4 It • • 2.1- HORIZONTAL CHECKING • • 0000•• • 00 96:0 Load= 60 Ib/ft • • • • • • • % Length= 4 ft 0000•• �6•006 ••••i• M= 50.00 x 16.00 = 100.00 • • �Ib • • • • 8 0000•• Then M = 1.20 0000 �•KIDa� 0000 �••••� • • CHECKING Fb FROM ALUMINUM DESIGN MANUAL 2006 -SEE ATTACHED 00.00 • 0 Try= (1) ALUMINUM R.T.2"X1"X1/8" ";'0: �••• : ••••• Then Fb ( Welding Elements) = 12.00 ' Ksi 0 000000 WITHIN 1 in OF A WELD. 000000 • 0 Then Srqr = 1.20 = 0.10 In3 : 0 : • • 0000 0 0 1200 0000.• • • • • • Then try with:(1)ALUMINUM R.T.2"X1"X1/8" • •0 •0000• SYY= 0.33 In3 > 0.10 :000 •ac: • THEN USE (1) ALUMINUM R.T. 2"X1"X1/8" C"I" t e"", P.E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA P.E. #68447 JUL Z 21014 eggs . .. ...... .... ...... . . ..g• gees ..... .... .... ..... . ... ...... . g ...... .. goes* . g..... ...... g . 0:000: g Cesar I . Castillo RE Florida RE #: 68447 13155 SW 134th Street, Suite 119, Miami, Florida 33186 - Phone -Fax # 305 253-9442 2.1.1 - HORIZONTAL CHECKING - Concentraded load of 200 Ihs Load= 200 lbs Length= 4 It M= 200.00 x 4.00 = > 010 4 Then M = CHECKING Fb FROM ALUMINUM DESIGN MANUAL 2005 -SEE ATTACHED Try= (1) ALUMINUM R.T. 2"X1 -X118" Then Fb ( Welding Elements) _ WITHIN 1 in OF A WELD. Then Srqr = 2.40 = 0.20 in3 12.00 Then try with : (1) ALUMINUM R.T. 7'XVX118" Syy= 0.33 In3 THEN USE (1) ALUMINUM R.T.2"XVX1/8" 2.1- VERTICAL CHECKING 0000•• Load= 50 Ib/ft Length= 4 ft M= 50.00 x 16.00 = Goes 8 Then M = CHECKING Fb FROM ALUMINUM DESIGN MANUAL 2005 -SEE ATTACHED Try= (1)ALUMINUM R.T. 2-X1 'XI/8' ..... Then Fb ( Welding Elements)-- lements)-- WITHIN WITHIN 1 in OF A WELD. Then Srqr = 1.20 = 0.10 In3 12.00 GSGO• Then try with: (1) ALUMINUM R.T. 2"X1"X1/8" Sxx= 0.21 In3 THEN USE (1)ALUMINUM R.T. 2"X1"X1/8" CHECKING BIAXIAL STRESSES 0.10 + 0.10 = 0.78 0.33 0.21 3.- CHECKING CONCRETE EMBEDMENT FOR POSTS L= 42 in - Railing Height m= 4 in - Embedded Depth C1= 4.5 in - Concrete Edge Distance + p= 200 lbs - Post Load fc= 8000 psi - Type of concrete = Epoxi Grout a= (m/3) * (2m+3LY(m + 2L) Them. a= 2.03 in P2= (a2* P) / ( m*( 2*a-m)) P2= 3,401 lbs And: P1= P2 - P = 3,201 lbs With: 0 = 0.75 do = 3.00 in Vu= 0 * 7*(a/do)0.2 * sqr (do) * sgr(fc)*C1 1.5 Vu= 5.25 x 0.92 x 1.73 x Vu= 7,181 lbs Then Vu > 1.6 P2 7181 > 5121 o.k CC444 I. Ckawe" P �• CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA PE. #68447 200.00 lb -ft 2.40 Kip - in 12.00 Kai > 0.20 o.k 100.00 lb -ft 1.20 Kip - in 12.00 Ksi 89.44 x 9.54594 JUL 2 2 2014 ksi > 010 �.�••• • 0.00•• • • • ••• • 0000 • e0009�• *Soo•• o.k es 0000•• • • G 0000•• 0090 Goes • • .... .... ..... . . •Gee•• ••• • GSGO• • e..e•G • • • • • 869490 •&see• • . • .0.000 00 • ease G 0 a GG.• 89.44 x 9.54594 JUL 2 2 2014 ...00. 0.000. . 0 9 ...9 . .. . 0000.. 0000 0000.. 0000.. 996.99 . . 0000 0000 0 . 0000. .... 0000 0000. . ... 0000.. . 9 0.. 0000.. .. .. 9 • • •09069 9.0660 . 0 . . 0000.. 6 0000.. . . 0000 . .. SYOMAC2 I a 0 QL.......o..:r__ w n ,:j Vl IL7F%-iL.lul UVI It.v wwvv.robvvuu.uum 07/21/14 03:38 PM .. 0000 0000.. 0000 .0000. 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Ill , .....: ......... ,. ,v. .. :: ..; - ijj��jj(( ?=trt111 x Bottom .21 ink"3 - nN'.'1 ::. ::_ ::777 ntroid Y .. .321n '- �.x.x. p 'FUHi3:� lastic Pro Ries �.�i.4..�' �:'h:Vl pp i 25 in -3 �: :i.AIia='dv':i ,._.;'�}i+��'� 3..... : }-r ..., : ."r_ �� i._ 1' *,r3:*: Wi.x.i 3 3"i� NA -X n ..... ?� ... - L'' CON O: i}, r:InAll J IC.7 aiiapeauuuer 4.0 www.iesweD.com 07/18/14 09:02 AM '" wry nw awiwa�� X41..0 tgly+uej ODC?iT(IYl LI It IU w Ak" r _ taortnam P y i N N 1 p Yi I tinol :semo,L,uoaruo— a0HDNV.J108-gJp3M• r 0 a o. r� a � 0 >t s E �� k t - co 0.006. •.666. . • • 000• f •• • 6 6 660666 0000 666.6• • 0 00000 6 .6.6• • • 0000 6600 • 6 6 • 66••6 6.6• a.•• • • 0000• • 6.6 ••.66. • • 6 • •••6.6 66 .• •• • 6 • 6.•••• 666660 6 • 0:000: • • • • • MAY 2, 8201 MIAMI- ✓ MIAMI -DADS COUNTY DEPARTMENT OF PERMITTING, 2W, TqGt ENVIRONMWrBY: CONTROLSEMON AFFAIRS (FERA) , 11005 SW 26 Stmt,Room 208 Nflamt Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION (786)315-2590 F(796)31S-2599 NOTICE OF ACCEPTANCE (N Nn-Vue Indutries, Inc. 1055 East 296 Street. . . . . Hialeah, Florida 33013 SCOPE: This NOA is being issued under the appli p veining the use of construction materials. The documentation submittedand accepted by Miami -Dade County PERA -Product Control Section to be used in 0 County and other arcs 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 Section (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 nWgl#L fang to perform in the accepted manner, the manufacturer will incur the expense of emb telths anc? the AHJ Ml** immediately revoke, modify, or suspend the use of such product or material within 1heirlurisdIMM. pERA Go reserves the right to revoke this acceptance, if it is determined, by Miami DaW qWy Ihm'det cc) 911 •0 0 0 Section that this product or material fails to meet the requirements of the applicable KUN&i codpa :0800: This product is approved as described herein, and has been designed to comp, w/i00W- lori VWWng G 9 0 0 0 Code, including the High Velocity Hurricane Zone. -p *egos* see a DESCRIPTION: Series NVSNP, NVMVTM NVHC, NVSTA and NVHTA Steed W;od Coniml M*m 0000:0 APPROVAL DOCUMENT: Drawing No. NU -5, titled "Skewed Nail Plate, NvV1rW1W451 with Double. Go NVTH Sham NVTWNVTHS Anchors & NVHC Hurricane Clips and NVSTA &�VeA He&VYD&ty . Anchors with Sear, sheets I through 4 of 4, dated 04115t2004, with IW revision d&=M=5l2012#p=panJ by Nu-Vuo Industries, I=, signed and sealed by Vipin N. Tolat. P.E., bearing the Miami-DadeG;vney Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, smt% model/sw* and following statement: "Miami -Dade County Product Control Apprbved*,unlesstVWwisc Goes:* noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fdGd adthere hes lin no change in the applicable building code negatively affecting the performance of thisoppeKluct. • • TERMINATION of this NOA will occur after the expiration date or if them has beM Wrevisic! (;ediwp in the materials, use, and/or manufacture of the product or process. Misuse of this P16K U an w&nAmentor any product, for sales, advertising or any other purposes shall automatically tern in* Valfure to comply with any section of this NOA shall be cam for termination and removal oCNOA: @*sees ADVERTISEMENT: no NOA number preceded by the words Miami -Dade Co", •1Jorida:-;;a1fbllowqd.• .. by the expiration date may be displayed in advertising literature. If any portion of WN0A is disolkyK thdh • it shall be done in its entirety. *see 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 revises',NOA 0 09-0721.05 and consists of this paged ovidgam EA as. wall-sm approvaL—.--- The submitted documentation was reviewed by Carlos M. UtreM P.E. "10A No. 12-0 IMUS Z Mu" [AMPECOU W—Y� Expimika Data Deeenibw 23,2014 Approval Date: April 12,2012 410S Pap 1 ,674 OW r 3 0.00.: see* . sees.. sees . .. sees.. sees sees.. ..•... sees.. . . ...• sees •0000• . sees. 0060 000. sees. . ... sees.. . i sees.. .. .. .. i . • •• sees.. • • sees.. .000.. sees.. • • :**see ••sees ..•0.. . . 0 . ses• a .. 0000 see* sees.. sees . . sees.. •0000• . .. sees ••..• e. i •.•. •••.. • .• sees•• •sees. • •• •• •• • � • sees.. • • • • :**see ••sees 0000 Nn-Vue Industries. Inc. A. DRAWINGS 1. Drawing No. NU -5, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTH/NVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat", sheets 1 through 4 of 4, dated 04!15/2004, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Subnnitted under NOA # 04-0510.03" Test reports on wood connectors per ASTM D1761 by Product Testing, IAp,' *ned and sealed by C. R. Caudel, P.E. • • • • ; • Rwort No. Wood Connector Direction"� nate •0000. 6 1. PT # 03-4482 NVSNP3 Downward 9!15/03 , • 2. .sees PT # 03-4625 NVHCL/R Up& Sideways... 01/21/QA... :0060: 3.PT # 04-4641 NVSTA-24H Up& Sidewaj+a • 6.03/17%4.6' • • ; • • 4. PT # 04-4698 NVTH24 Up& Sideway:t:9o44/15/0T.: ""' . 5. s .. . ees;. PT 03-4590 NVTH26/NV458 Sideways . 12/31/03 6. g.. PT # 04-4642 NVHTA-24H Up& Sidewais • @3/22V ...... 7. PT # 03-4543 NVTH2O/NV358 Up& Sidewaw .12/19/03' �' • .. sees.. .. . .... C. CALCULATIONS "Submided wider NOA # 09-0721.05" 0000 1. Report of Design Capacities, dated 06/30/2009, sheets 1 through 12 of 12, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 04.0510.03" 2. sees Report of Design Capacities dated 04/27/2004, sheet 1 through 12.wepared,• • •' • • • •; • signed and sealed by Vipin N. Tolat, P.E. • • • .. • sees.. .. . sees.. D. sees.. QUALITY ASSURANCEsees :6090: 1. .. Miami -Dade Department of Permitting, Environment, and Regalutoiy A&& (ERA) 9 s • • ...s*s 000000 96669 E. MATERIAL CERTIFICATIONS • • • • *goo 'se.s. 1. sees.. None. • :sees;. sees.. F. . STATEMENT "Submitted under NOA # 09-0721.05" • • ; • • • :0 0 06 : 1. Statement letter of code conformance, no financial interest and no change'df Product, - dated 07/08/2009, issued, signed and sealed by Vipin N. Tolat, P.E. Carlos 1M. Utrers, P.E. !Product Control Examiner NOA No. 12-013035 expiration Date: December 23, 2014 Approval Date: April 12, 2012 E -1 • 0.0000 0000•• • 6 • • 0.00 • •• • • • •0060• •6.6 600.6• • 0 6 • •0 .000 666666 • 0 • 0000 0000 •0000• • 6 • 00606 6000 0000 66666 • 666 600.00 666666 66 •6 •• • 0 • 6.66•• 0 • • • 600066 • 6 6 6 666666 • • 6 • 6 66666 0000•• • • •0000 •0000• • • • 0 0 00.0 • •• ••6• • • • • • • • • • • • • • • • • •0000• 0000• •• • 0000 0000• • •• 0000•• 0000•• • •• •• •• • • 6 666.6• 0.0.00 • • • • 0000•• •0000• • • • 0 0 00.0 • •• IX I• 0 0 • t` t9fi o 0 0 • t4(: 3. ® • � x ' � '4li 0 0 0 Hole pattern ,o "des ifs• dia. mirror knage;of the oppe,te TABLE 1 SKEWED NAZI PI ATF Product Steel er Scc�hedu e Allowable Loads (lbs) Code Gouge Eedt the GravityU N 18 (6) Bel x tij' 394W4 I For Ulift, use two NVSNP3, one at top chord and one k bottom chord of the supportin and supported Trusses in compliance with section 2321.7 of the FBC. Notes: •• ••• • • • • • •• 1, uss 6 nail holes in each flatye. i ••: •• • • • • ••• • 2. Do not benI nail plate more •t• GM aoce: e ; • • • ; i • • • NVSNP3 Installation 1. Steel shall conform to ASTM A653, structural grade .33 (Min. yield 33 ksi) and a minimum galvanized coating of G 60 per ASTM A525. 2. Allowable loads are based on Latest Editions of National Desing specifications (NDS) for wood construction and * Florida Building Code (FBC). is NDS 2ac5 ca,n•t F13c mato . 3. Design foods are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species shall be adjusted accordingly. 4. Common wire nail values are based on NDS and have been reduced for Penetration Qepth factor. 5. Allowable loads for wind uplift have been Increased by a duration factor of 1.6 for anchors Into wood only. Load values shown are, without 33X steel stress increase. 6. Allowable loads for more than a single connection cannot be added together. A design load which is divided into components in the direction given must be evaluated as follows: Actual Uplift, . Allowable Uplift + bwa e + owa e I12 <=1:0 7. Allowable loads are based on 1V thick wood members unless otherwise noted. B. All tie beams and grouted concrete masonry shall comply with FBC. Concrete for tie beams and grout and mortar for concrete masonry shall be a minimum of 2500 psi. Concrete masonry shall comply with ASTM C90. 9. All tests have been conducted In accordance with ASTM D-1761. r#oMW=VNW VEW N. TaLAT. PR (01M) ! 011' 6 OrxMYs !L •!�Y• rispi FL I. / 12547 18185 LAI�fEBM cm=ypNfi 8013 MN, TS; 77'065 3. Supporting rpember shall be in the acute angle side with other flange behind the end of support member (eeo titch.) • • • • • •. ••• • • • • • •• • • • •• • • • • • • • .01 • • • • • • •• • • • • •e• •' . •• •.. ..• . . • • ••• . . • • . • . • . . . . . •• •• . . • .. .. ••• • • • ••• • • . . . . • . . . • . ••• • • • ••• • • U , V U a Industries, Ino. L066-1069 Beet n9 street Rldeah. Florida 83D15 ehaae 694-0899 re> (Sol 694 -OM SIED KOUL PLANE iAi; MMOL. Date: Revision- - 1 of 4 AV= 15. t^5112. 0.099. 0000 . 0000.. 0000 .. . . . 0000.. 0000 0000.. 0000.. .. 0000 0000.. . . 0000 0000 .. . 0000. ..96 0000 0000 0000. . ... 0000.. 0000. . .. . 0000.. .. .. .. 0.0069 . 06 09 .. . ...... .06606 . 6 . 0000.. .0000. O..e 0 0 0 oese 0000 0000.. 0000 . . 0000.. 0000.. .. ...6 0000 0000. . .. 0000.. 0.0069 . 06 09 .. . ...9.9 .06606 . 6 . 0.00.. 0 .0000. . . TABLE 2: V358 — 14G Double NVTH Straps with 2 ply 1813 seat 140 Strap Product Assembly 1413 Strop Dimension Total No. Total No. Total No. f Fasteners Total No. of Fasteners Product Product H of Fasteners of Fasteners Nlowable Loads (Ibe) Cade �®de (des) In 2 Strolls in Seat In 2 Stress in Soot 10d x 3 10d x 3' UPM L1 L2 NVf358-$2 12 WillisBV"s 8 8 2245 Iasi 1838 N V356-14 N 14 10 8 am 2206 20M UV355-1e NVM?o Is t2 8 28as 2452 22M N V3' 20 20 14 s 3056 2M7 2528 HV35S.-n NV011E8 22 ! is 8 3797 2642 2759 NV358-24 24 10 8 2528 NV358-28 NVIH�jO 28 23M NV458-1a NV1N20 NV388-32 NV01.36 32 12 8 NV358-44 NYn148 44 3479 2597 NV45s-20 Notes 20 015. . 14 1. d0h6mim etr&.dmont into aonerets V. 3088 3827 2857. 2. Nab aro necowl shop• and .wt to whim dem bad. MMU22 3 S a ►date 9 (Shoat II) for combined baa. 1s 8 3387 4. W)i through shd not bree 0» bum plots on the oppoe is ekb. 3117 NV458-24 I%- W UPLIFT 14G MVTW 1.2 6 WAN 3 M NVOIS T—pbt. re pked to tratehr bad to 1i • • . . • bottom Glum .. . • • • . . .. R•qutnd ••• . ••• ... •ee -. r 3tj NV35s el�NV458 vMW U. TM AT, PB (CWQ Bud View r4 tit teass7 tm� FLIM"C7 taps HOUSTON. U 77088 •• •.• • • • • • •• ... ... Relntaraanm • . •000 00 to • • • • • • ' •' • . . :on gym Sown ITMeea" hrmed With.. ,lbnon"Of'I"7 • . . . . . . . . . . . ••• • TABLE 3: NV458 — 14G Double NVTH Straps with 3 ply 1813 seat Asawnbly Product 140 Strap Product Dimension H Total No. f Fasteners Total No. of Fasteners Allowable Loads Obs) Code Code (mos) In 2 Stress in Soot 10d x 3' 10d x 3' UPM U L2MV458-12 NVtN16 12 8 8 2245 2783 2078 NV458-14 NVIN18 14 10 8 2528 3131 23M NV458-1a NV1N20 18 12 8 288 3479 2597 NV45s-20 NVIH24 20 14 8 3088 3827 2857. NV458-22 MMU22 1s 8 3387 41M 3117 NV458-24 NVMW 24 NV458-28 NVFM 28 NV438-32 Nye 32 32 NV458-44 44 Holes Dta.W NV.ki6 r�MNw�ei,ad9e Nv4ee �»ra i lot By 4 Holes Db. ' JOG Seat F�--� . . . . . . . . . . . . . . . . . . . ... . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . .. .. . .. .. . . . .. .. ... . . . ... . . ... . . . ... . . DataS NV358 and NV458 onuoucraevs lvu—vue .. I! =J Ent 29 Steed ittvNbh: pbrkW3300 ftaw (305) 994-0397 I= (305) 994 -OM NVS58 R NV458 WITH DOUMM NM 8MM DF3 /: I Date Yslrtedo>� NU—b a al 4 JAMUL ea aMe J,* S. BOW 0.000. 0.6.0• 0000 0000•• 0000 .. • ••• • 0000.. 0000 0000.. 0000•• • •• 0000.. •0660• • 00000•• • • 0000 0060 • • • • • • •0.• •0000• 0000 •6•• • • •• • 0000 • • 0000• • ••• •00.•• • • • • 00 00•• • •0 00 00 • • 0000•• • • •.06•• •00004 • • • • 0.000• • • • • 00 00•• • 6 • • •0000 0 • 0000 • •• e 0000 0000•• 0000 • ••• • 0000•• • •• ••�••• • • • 00000•• 0000•• • • • •• 000 • 0 • • • 0000• •• • 0000 • • 0000• • •• ••• 6.• 00 00•• • •0 •• •• • • • 0000•• 0 • • • •00004 • • • • 0000•• 000000 • • • 0 • 0000 • •• e I l • tourNbIL button dwd FL im ffi47 hale dtd.a.t�a• 16188 1 a L2 2-a wear HOUBM. 79 7401 •• ••• • • • • • • • • • • • •• . .... . ........ i•-�1.�, .... • .lam .. •:::: •: •. • • • . r . . . . . • • . SME. 000 0.0 0 ••• • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 0 Nd•• Ot•. (CIM) e16* lK Lam I NVTH, NVTHS 1,4 u — v ue fthsti. Iae. loam sR a a a9 I= MM / raw MIGHOW at JIM MMM CLIPS nwo # M=L- I n W I aevlel = NU -51 8 of 4 1 AMM m. SMI Jutr 6, 8008 26 NVTH-30 NVTHS 226 18 14 9$° {off 32 NV1H-38 NVTHS 232 TABLE 4 14 1 T— plat• r•gulnd 44 NVIH-48 THS NV244 18 14 jr 770— tb tab oro to Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS Len th Product Gauge Gouge o. o en &► Strop Maximum Mowable Load P N Code sect strop 1Od x 1.5" UPHR L1 L2 ate„ .'(In ® ! 12 NVTH-18 NVTHS 212 18 14 5 1032 580 928 MK ]L pdwL 8 1222 871 630 14 NV1H-18 NVTHS 214 18 14 DL C•narts Tie Beam 7 1275 783 735 4VTHS 1Ji' NVTH %a OOMMta O 16 NVTH-20 NVTHS 216 18 14 8 1328 783 735 TABLE 5 mawnry 18 NVDI-22 NMS 218 18 14 8 1383 783 735 j HURRICANE CUPS la 1437 763 735 Product Description Gauge Fwtenem 10d x 1 ' NI 20 NM -24 NMS 220 18 14 1Nader A11.6 11 11 1490 783 735 NIMCR + HWolWM CUP — MW is s e sst 2s3 T3P NlaNCA i HURfi IW£ CUP — LEFT 19 6 22 NVTH-28 NvTms 222 18 14 12 1544 783 735 e 628 �3 roe ee•• For Uplift, use two clips, one on each 24 MVrM-28 MVTHS 224 18 14 13 1598 783 735 side to comply with section 2321.7 of the FOC I l • tourNbIL button dwd FL im ffi47 hale dtd.a.t�a• 16188 1 a L2 2-a wear HOUBM. 79 7401 •• ••• • • • • • • • • • • • •• . .... . ........ i•-�1.�, .... • .lam .. •:::: •: •. • • • . r . . . . . • • . SME. 000 0.0 0 ••• • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 0 Nd•• Ot•. (CIM) e16* lK Lam I NVTH, NVTHS 1,4 u — v ue fthsti. Iae. loam sR a a a9 I= MM / raw MIGHOW at JIM MMM CLIPS nwo # M=L- I n W I aevlel = NU -51 8 of 4 1 AMM m. SMI Jutr 6, 8008 26 NVTH-30 NVTHS 226 18 14 32 NV1H-38 NVTHS 232 18 14 uRvr 44 NVIH-48 THS NV244 18 14 jr 770— I l • tourNbIL button dwd FL im ffi47 hale dtd.a.t�a• 16188 1 a L2 2-a wear HOUBM. 79 7401 •• ••• • • • • • • • • • • • •• . .... . ........ i•-�1.�, .... • .lam .. •:::: •: •. • • • . r . . . . . • • . SME. 000 0.0 0 ••• • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 0 Nd•• Ot•. (CIM) e16* lK Lam I NVTH, NVTHS 1,4 u — v ue fthsti. Iae. loam sR a a a9 I= MM / raw MIGHOW at JIM MMM CLIPS nwo # M=L- I n W I aevlel = NU -51 8 of 4 1 AMM m. SMI Jutr 6, 8008 0.000. ..0000 . . . .... . .. 0000.. 0000 0000.. 0000.. .. 0000.. ...... . . 0000 0000 . . . . . 0000. 0000 0000 0000. .. . 0000 0000. . ... 0000.. . . 0000.. .. .. .. . . ...... 0 . ...00. 0.00.0 . . . . 0000.. . . 0 0000..0000 .0.. . .. 0000 0000.. 0000 . . 0000.. .. ..�... 0000.. . .. 0000 0000. .. . 0000 0000. ... 0000.. 0000.. . .. .. .. . ...... 0000.. . 0000.. .0.. . .. I TABLE 6 NVSTA—Heavy'Duty Anchors with 140 NVTH Strens and 1 ntv enc sant A"embl,t Product Code 14G Strap Produc Code Dimension H (inches) Total No. of Fasteners in Strap 10d x IW Total No. of Fasteners In 20 GA. Seat 10d x 11j' Allowable Loads (lbs) WM a L1 ° L2 ° NVSTA-144 NVTH16- 12 8 8 1308 700 1049 NVS'fA-9tH NVTH18 14 8 B 1428 780 1144 7 8 1848 823 1238 vWSTA-16H NVFN20. 18 8 8 1884 867 1338 NVSTA-21H NV004 20 2888 6 1783 980 1430 l nleir olm I! 1. ! r-➢7p�-� • O 2868 NVETA-22W NVTM 22 .j,S A -24H NVIH28 24 Po y7A-28H NVIMJO 28 NVSTA-32H NYTN38 32 NVSTA-44H WHO 44 NVSTA 12H throght 44tH TABLE 7 NVHTA—Heavy Duty Anchors with 14G Double NVTH Straps and 1 ply 20G seat Assembly Product'Product Code 14G Strap Code Dimension H (Inches) Total No. Fasteners �Iftwo S�� 10d x 01 Total No. of teners In 20sGA Seat 10d x 1Yj' Allowable Loads (lbs) • UP" s Uplift • L1 i L2 MMA -12H NYWO 12 10 8 1772 2078 1080 1480 12 6 1804 2338 1181 1831 NWITA-14H NVTH18 14 14 6 2218 2898 1312 1612 NWA -16H NVIIM 18 16 6 2437 2888 1444 1994 MALTA -20H NYM24 20 18 6 2868 3117 1678 2178 ~A -22H NYI1428 22 NVHTA 12H throght 44H Y' min.1 r�•r•Idnlls.d8bliaelh CWsnh 4' Nin, 8e�rss••Y��L1o8• bnb*dxhWtL &et a2o3'x 1' Concrete •PonOr 1 uPLFT ..... .. , 2T. id 8o�l�h dl&S "• : : ..' Bit "gdra° tv o apfs• cod . • �-- Us bmnreeaL 2t6 • . t • • . • • • Lt . . ✓ • • • • _•_ • • •• • • • • • • • • OA Seat Nu—Vue • NMITA-24N NVW4 24 1. Nab are neon my In straps and seat to aohisys, dosing too& Bt.in6. llorlda 89016 rmm ->:�, t� � e94 e rI 1gy� mm t Iffm mm vY DUTr A11=189 WITH Itis 2. Sae note 6. sheet 1 for combined loading. 3. Naas through chords shad not faro° the true plates. DW8 Ik SDS D.ts eeds — • : : : • NU -5 4 of 4 1 APm.10. - M 6. 2008 MWA-28H NVIIM 28 4. For general notes, see shoot 1. 5. For higher uplift loods, outorste shad be 3000 peL 8. Based an mhn. 2500 psi concrete. ~A -32H NYMM 32 •• •• • • • •• N%WA-44H 104TH48 44 NVHTA 12H throght 44H Y' min.1 r�•r•Idnlls.d8bliaelh CWsnh 4' Nin, 8e�rss••Y��L1o8• bnb*dxhWtL &et a2o3'x 1' Concrete •PonOr 1 uPLFT ..... .. , 2T. id 8o�l�h dl&S "• : : ..' Bit "gdra° tv o apfs• cod . • �-- Us bmnreeaL 2t6 • . t • • . • • • Lt . . ✓ • • • • _•_ • • •• • • • • • • • • 7N N. Tan, m (aro M. 18847 N rAWUM CF= LADLE usTI09T, TS 77088 OA Seat Nu—Vue • ae. :.: . �// /� 1� 1068-1069 Bot 89 8trwt IUj_ � • I Bt.in6. llorlda 89016 rmm ->:�, t� � e94 e rI 1gy� mm t Iffm mm vY DUTr A11=189 WITH Itis • • . • : L DW8 Ik SDS D.ts eeds — • : : : • NU -5 4 of 4 1 APm.10. - M 6. 2008 • •• •• • • • •• •• f 7N N. Tan, m (aro M. 18847 N rAWUM CF= LADLE usTI09T, TS 77088 OA Seat Nu—Vue • ae. :.: . �// /� 1� 1068-1069 Bot 89 8trwt IUj_ � • I Bt.in6. llorlda 89016 rmm ->:�, t� � e94 e rI 1gy� mm t Iffm mm vY DUTr A11=189 WITH Itis • • . • : L DW8 Ik SDS D.ts eeds — • : : : • NU -5 4 of 4 1 APm.10. - M 6. 2008 ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0.000. 0000.. 0000 • goes . .. • 0000.. 0000 0000.. . 0000.. . .. 0000.. 0000.. 0000.. 000.0. .9 0009 0000. 0000 0000 0000. . .. 0000.. 0000. . ... 0000.. 0000.. . s , 0000.. .. 00000 000000 . .e9•g. ..sees . . . . 0000.. .9000.• . , • • eggs . •. 0000 0000.. 0000 9 . . 0000.. . .. ,0000. 0000.. 000.0. .9 0000 0000. .. . 0000 0000. . .. 0000.. . . 0000.. .. .. .. 9 0 . 9•..9• 000000 ••• • ..•• • • 000000 • • . d ` r MIAW RADE COUNTY PRODUCT CONTROL SECTION 11805 SSV 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (1RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wvnv.miamidade.eov/economy Nu-Vue Industries, Inc. 1055 East 29`h Street Hialeah, FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).0• 000.. This NOA shall not be valid after the expiration date stated below. The Miami -W4 Cg-d4ty Prdtiuct Control.... • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CMunfy) resw%Mp right to have this product or material tested for quality assurance purposes. If this produof or mateiial� AW to000009 peiform in the accepted manner, the manufacturer will incur the expense of such to �t'Iris and the 0AW may: • . • • immediately revoke, modify, or suspend the use of such product or material withiti.Wj jurisdfgtjg4.• RER• .... reserves the right to revoke this acceptance, if it is determined by Miami-Dade.rppW Prodpgt Control..:..* Section that this product or material fails to meet the requirements of the applicable lxutl Wg code. This product is approved as described herein, and has been designed to comply with tke-F•Ierida Building • Code, including the High Velocity Hurricane Zone.• • • • • • 0000.. DESCRIPTION: Series AB, NVSTA, NVHTA, NVTHJ, IKE, NVTT and NV1k-3'f 8teeI Wood :....: .. 0000 Connectors 0000 APPROVAL DOCUMENT: Drawing No. NU -1, titled "Truss and Top Plate Anchors", sheets I through 4 of 4, dated 02/18/2008, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Toiat, 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 Section. 0000 MISSILE IMPACT RATING: None • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logy, city,: tato,. model/series, and following statement: "Miami -Dade County Product Control Apprffl& "finless (ther%rise • • • • • • . 0 Hated herein. 000000 00000 0 0 • RENEWAL of this NOA shall be considered after a renewal application has been filed andAgro'has beta goo jitange " • ... • in the applicable building code negatively affecting the performance of this product. 000060 .0 0 00:966 TERMINATION of this NOA will occur after the expiration date or if there has been a relisibft or changrrinAe ...... materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end*1ft jt of any product, for . sales, advertising or any other purposes shall automatically terminate this NOA. Failure to c8mply'kith al spilin of -00*00 this NOA shall be cause for termination and removal of NOA.0 • . 0 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed' by the' 0000 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 NOA renews NOA # 12-0130.32 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 13-0206.17 Expiration Date: May 22, 2018 Approval Date: May 2, 2013 Page 1 -ANS Goof.• • •0000• • • • • •••••• 0000•• . o Goof . .. 0 0:00 • •GGf.• Goof Goof • . • • Goof .... . ... ...... .. ofof • •...f. • •1.00• • • • • • ••.• . of • • •• Goof • . • • • 00 00 • •f of •• • •••••• •1.00• • • • ••.• . of Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU -1, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 02/18/2008, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 08-0325.02" 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 Load Direction Date 1. 05-5195A AB -5 F1 and F2 .06/03/($... • 2. 05-5196A AB -7 Fl and F2 •..• 0T)/11/05.... 3. 04-4995 NVTHJ-26 Upward ....1}1/31/05....' 0006% 4. 04-4996 NVTHJ-28 Upward 660:41/31/05 . • S. 05-5612 Hrl&1 Upward, Ll and L2 •0 •-Q/20/OCr • • • 6. 06-5622 IKE-2 Upward, LI and L2 • • • 95/01/06• • • • 69:609 7. 04-4908 NVTT Upward and Ll 0 6 ; •'f V/21/04* % 80000 8. 03-4631 NVTT Upward and LI ' • ' *06/21/04 • • 0000:0 9. 08-6711 NVHC-37 Upward, Ll and L2 : 0 /14/08 • 6 0 6.6666 6 6 6.6.6 C. CALCULATIONS "Submitted under NOA # 08-0325.02" . • . • • • 6 • 1. Shear value of common wire nails and steel plate tensile calculations, preparedby Vipin N. Tolat, P.E., Consulting Engineer, dated 03/20/2008, signed and sealed by Vipin N. Tolat, P.E. 0 6 D. QUALITY ASSURANCE . . 0000 0000.. 1. Miami -Dade Department of Regulatory and Economic Resources (R) V40 0 0 0 0 0 • . . 0000.. .. . 0000.. 0000.. E. MATERIAL CERTIFICATIONS . 0 0 6, 0 :.6..0 1. None. 0 0.0 000 .6.6. 06666. . .. 000. .. .. F. STATEMENTS .. 0000.. .. 0000..0 1. Statement letter of code conformance to 2010 FBC and no financial tatefest date40 0 01/31/2013, signed and sealed by Vipin N. Tolat, P.E. ; 6. • • • . . 0 • .. 0000.. 0000 "Submitted tinder NOA # 08-0325.02" 0 ; 2. Code conformance letters for all of the tests listed on Section B, issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 13-0206.17 Expiration Date: May 22, 2018 Approval Date:. May 2, 2013 E-1 0.000. ..0000 0* . 0000.. 0000 .. .0000. 6.00 •0000. 0000.. .. 0..000 0..0.. . . 0000 0000 0000.. . 00000 .... 0000 0000. . ... 0000.. 0000. . . 0000.. .. .. .. 0000.. . .. .. .. . ...... 0000.. . . . 0 0000.. . . 0000 .. oese .... 0000.. 0000 . . 0000.. .. ..�... 0000.. 0000.. . .. 0000 0000. .. . 0000 0000. . .. 0000.. 0000.. . .. .. .. . .0..0. 0000.. . . . 0 ....0• . . 0000 .. 18 Gauge Angle CIips. a M w2 tvr 0 o e a 0 o L L 0 0 0 0 0 0 . AB -7 AB -5 I Typical Installation Product Dimensions (nches} I Fastener Schedule Alowable Loads abs) Code Wl W2 L Header Joist PI F2 AB5 1Y2 21,16 5 340dxl%" 3-10dxl%" 511 595 AB7 1Y2 Zsh6 7 4-10dx%Y 4-10dxl%z" 1 582 794 Notes: Nail wider angle leg to Joist and Shorter leg to Header. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • • • • • • • • • • • • • • •• • • • •• • • • • • • • CENBRAL NOTES: 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield 33 W and a minimum galvanized coating of Q 60 per ASTM A525. 2. Allowable loads are based on National Dosing specifications (AIDS) for wood cwnstruc6n, 20oS Edition. cord Fee test a 3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species shall be ad)usted accordingly. 4. Common wire nail values are based on NDS table I IP, 0=0.55 and have been reduced for Penetration Depth factorPfiOD. 5. Allowable loads for wind uplift have already been increased by a duration factor of 60% for anchor nail. Load values shown are without 33% steel stress increase. 6. Allowable loads for more than a single connection cannot be added together. A design load which is divided into components in the direction given must be evaluated as follows: Actual Unlift + Actual Ll + __U._. AllowabloUplift Allowable Ll Allowab 7. Allowable loads are based on IW thick wood members unless otherwise noted. 8. All tie beams and grouted concrete masonry shall comply with chapter 21 ofFBC. Cohorote for tie beams and grout and mortar for concrete masonry shall be a minimum of 2500 psi. Concrete masonry shall comply with ASTM C90. 9. All tests have been conducted in accordance with ASTM D-1761. • • • • • •• •• • • • •• •• ••• • • • ••• • • reandiylelovabtl•' ride 'ZMEZZ— V: OeN•15 9.096. 9999.. 9999 9999.. 9999 .. . 9999.. 9999 9999.. 9999.. .. 9999.. 9999.. 9999.. . . 9999 9999 . 9999 9999. 9999 9999 9999. .. . 9999 9999. . 66 9999.. 9999.. .. .. .. . 9999.. so 9999.. 0. 9999.. 9999.. 000.0. 9999.. 9999 . ..6 6 . 6696 . .. 0000 9999 9999.. 9999 • 9999.. .. ..�... 9999.. 9999.. .. 9999 9999. .. . 9999 9999. . 66 9999.. 9999.. . 09 .. .. . 9999.. so 0. 9999.. 000.0. . . 9999 . ..6 Deep Seat Truss Anchor.. They are designed to resist lateral and uplift forces. The strap is made of 14 gauge steel and the seats of 20 gauge steel. UPLIFT Assembly Fmdad Coda( Dimension H niches) Total No. of Fasteners in Strap 10d x I 11 Total No. of Fasteners in 20 GA. Seat 10dx 1%" Allowable Loads Qbs) Ups Ll L2 NVSTA12 12 5 6 1046 700 1049 6 6 1141 760 1144 NVSTA16 16 7 6 1236 823 1239 NVSTA20 20 8 6 1331 887 1335 NvsTA2z z2 9 6 1426 950 1430 NVHTA20 20 16 6 2071 NVSTA24 24 Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel plates to resist lateral and uplift forces. The seats aro made of 20 gauge steel. Assembly Fwd Dimension H Total No. ofFastanam Total No. of Fasteners in Allowable Loads (lbs) Code (inches) in two Straps 10d x 1 " 20 GA. Seat6 10d x 1%" Uplift 5 Uplift 6 Ll 6 L2 NVHTA12 12 10 6 1506 L766 1050 1450 12 6 1695 1987 1181 1631 NVHTAI6 16 14. 6 1883 2208 1312 1812 NVHTA20 20 16 6 2071 2429 1444 1994 NVHTA22 zz 18 6 2259 1 2649 1575 2175 Notes: 1. Nails aro necessary in straps and 2. Seo note 6, sheet 1 foroombhW seat m achieve, desing loading. loads. NVHTA24 24 .. _ ......,.•............. 4.........,..,..,,., — — 1- 4., am.4., For general notes, we shed 1. 5. For higber uplift loads, concrete "be 3000 psi. 6. Based on min. 2500 psi concrete. • • • • • • • • • • • • • • •• • i i i i i i• i Newall i'latd� ••• i i i i • •• •• • • • •• •• • •• •• • • • •• •• ••• • • • ••• • • ••• • • • ••• • • AaogikaroNe13-o 7 • • • • • • • • • er P�odutt • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • •• • • • • • • ••• • • • ••• • •• •• • • • •• •• • •• •• • • • •• •• ••• • • • ••• • • ••• • • • ••• • • 0.000• 0000..a ego 0000•• •00• • .. • 0000•• 0•00 •oo••• • 0000•• • •• 00:00• •00.0Y • 0000•• • • 0000 0000 • • • • • • 0000• •••• ••00 0000• i• • 0000 ••oe• • •.• •s•s•• 0000• • •• 0000•• 0000•• •• s• Y• • • •• •• •• • . •••••• •00000• • 0 • 0000•• • • 0 • • •0.00• • • • • • 0000 • ••0000 0000•• 0000 • • 0000•• • •• 00:00• • • • 0000•• •••••. • • • •r 0000 0000• i• • 0000 0000• • •• 0000•• 0000•. • •• •• •• • 000060 • ! • • 0000•• 0000•• • • • 12 Gauge NVTHJ Truss Hip & Jack Hamer 20G Stud Plate Ties o o H e Left e e Right 8 .wy —C y/6 IKE 1 L a — \Q —d-- � _ a (ISOMETRIC) TYP• 0 0 owls' o o ° to °I TyP• H IJack H ° L5-%- -.I i -2x F• =j �•-W-•� IKE-1 IKE-2 NVTHJ-28 similar U.S. Patent No. 4,964,263 UPLIFT TYPICAL. IKE1 IN8TAiATION Allowable Loads (lbs) S. Pine Nail Schedule Product Code uplift Loads Header Nails 16d (e) Hip NO 10d Jack Nail 10d a b total o d I total NVTHJ26 1478 16 4 3 7 2 3 5 NVTHJ28 1931 20 5 4 9 2 3 5 UPLIFT TYPICAL. IKE1 IN8TAiATION pTOLAI;' P9 (CIVIL) G. 0 12847 NU—Vue Industries lne. !LANTERN CREEK LANE 1053-1059 East 298tved tOlW, *TX 77068 Hialeah, Flodda 33013 (305) 696-0397 Fax: (305) 6940398 �• y L� TRUSS AND TOP FLATB ANCHORS .✓..S`J�u L 13 DWG li: Sheet: Date: Revisions: `{ • • • NU -1 3 Of4 I F2 008 ••• ••• • • • • ••• • s • •• •• • • • •• •• ••• • • • ••• • • Dimensions (inches) Fasteum Allowable Loads (lbs) Product Code W H L Stud Plate Uplift Ll L2 TKB 1 IY2 5 3t/a 6.10d 4-10d 787 337 337 UM 2 1Y2 61/a 3% 6-10d 7-10d 932 451 318 pTOLAI;' P9 (CIVIL) G. 0 12847 NU—Vue Industries lne. !LANTERN CREEK LANE 1053-1059 East 298tved tOlW, *TX 77068 Hialeah, Flodda 33013 (305) 696-0397 Fax: (305) 6940398 �• y L� TRUSS AND TOP FLATB ANCHORS .✓..S`J�u L 13 DWG li: Sheet: Date: Revisions: `{ • • • NU -1 3 Of4 I F2 008 ••• ••• • • • • ••• • s • •• •• • • • •• •• ••• • • • ••• • • • • • s ••• • • tNvus: rui 1 -mac wowumb iodxiYe nails can bc_used UPLIFT • •• •• 9.0 • • •• •• ••• • • • ••• • • • • • • • • • • • • • • • • ° • Y • • • • • i •1a1eN 1'IDtti� • • • • • n e e • • o • NVTHJ-28 as Shown NVTHJ 26 similar A 1Ot 'md2ftf-Iccg (U • ® • • ••• • • • { • { > pTOLAI;' P9 (CIVIL) G. 0 12847 NU—Vue Industries lne. !LANTERN CREEK LANE 1053-1059 East 298tved tOlW, *TX 77068 Hialeah, Flodda 33013 (305) 696-0397 Fax: (305) 6940398 �• y L� TRUSS AND TOP FLATB ANCHORS .✓..S`J�u L 13 DWG li: Sheet: Date: Revisions: `{ • • • NU -1 3 Of4 I F2 008 ••• ••• • • • • ••• • s • •• •• • • • •• •• ••• • • • ••• • • • • • s ••• • • • •• •• 9.0 • • •• •• ••• • • • ••• • • •e/•e• • • • sees • a• sees•• ♦.e• •••••• • sees•• • •• •.:•!• • ♦..• seek • • • • • • sees• ••e• ••e• sees• •o • secs •If•• • ••• !sees• f • • • 60• sees!• • •• •• •• • • ••see• • •e•11f as sees•• •.sees • • • • • •see • •• • • sees•• • •• •.:•!• • • • •. sees sees• •o • secs sees!• • •• •• •• • • •e•11f as • •••• 18 Gauge NVTT Sanibel Truss Strap Product Code Dimensions (inches) Fasteners Schedule Allowable Loads (lbs) WB Header late H I L Truss Top Plains Hollow ConcreteMasonry Uplift Ll NVTr-1 IWI 1% 14 13 2-10dxlYl" 6-10d -- 968 543 NVTr-2 IW6 1% 14 13 2-10dxIS2a" — 6 -Ta " 1584 465 . 1. 1-10dx1Y2" nail is placed on each side of the Truss and 3-10dnails in each leg aro placedin two top plates. 2. 3-Y4"dia. x I%" long, lY4" embedment tapcons are placed In each log and into the hollow concrete masonry. Maintain 2%" edge distance $om top of the block and spacing of 3" between thetapcons. ASIA eke + UPLIFT to Nati hole e - g T e e 18 Gauge NVHC 37 SWAY Grip Clip (520) • Nail Schedule Allowable Design Loads Ps) Product Coda Description Header late or Stud Joist Uplift Ll 12 NVHC 37 5 Way Clip or 16 16-1 Od 124d or I2_10d 702 560 637 • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •Niili�l As SIMM• • • • • • • NVTT-2 SimilsrmceptaonorOwmwOwwA a p= ancham intend ofWaod Rdw ead naik • ••• • ••• • • • ••• • ••• • • • • • • • t• • • • • • • • i • i • • • ••• • • • ••• • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • ••• • • VROONCtR8l1 WED �� wkAdgPbli/e By Cquffnt 0.060. 00••00 *see ! • ••666• 0000 • •0000• •!•• 0 • a • ••.e.• • ! • •• ••00. •• • • • • •*sees . • •.• 000• • • see••• . • .00• •••••• 0000 • *see • • ease •0••0• • • • • • • c *see • ••666• •••• • 0 ••• • 0 • a • ••.e.• • ! • •• ••00. •• • • •.• 000• • • • • • •••••• 0000 •00• • *see • • ease •0••0• • • • • • • c Miami Shores Village Building Department QST r1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by CHARLES MITCHELL ENGINERRING to perform special inspector services under the Florida Building Code at the 835 NE 92 STREET MIAMI SHORES FLORIDA project on the below listed structures as of 05/07/2014 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: DGT14-1089 ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection 1. KERRYTURNER 2 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect, graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of rry knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Binding Code and are in substantial accordance with the approved plans. -'� Signed and Sealed Engineer/Architect/�_ Name CHARLES MITCHELL sv (PRINT) Address 924 N. FEDDF_RAL HIGHWAY DATE: W04/2014 Phone No. 305-336-5069 Created on 6/10/2009 2" X 1"X 1/8" ALUM. HORIZ. TOP TUBES 1/2"X 3/4" ALUM, CROSSED FLAT BARS REJECT A 4"0 SPHERE 3/4" SQ. X 1/8" ALUM. PICKETS ALUM POST TUBE 2" SQ. X 0.093" & INSERT SLEEVE ALUM TUBE 1.75" SQ. X 1 /8" X 20" LG (TIGHT FIT TYP.) 2"X 1"X 1 /8" ALUM. HORIZ. BOTTOM TUBE REJECT A 2"0 SPHERE 3 1/2" 0 X 4" DEEP CORE DRILL EXIST. CONC. SLAB 2 SD -4 EXIST. STEEL — COLUMN "RAILING POST SPACED @ 4'-0" MAX. O.C.— Kim ti, I 1161millillillillmA 1/8' 'IN 1 TYP. GUARDRAIL ELEVATION SD -4 SCALE: I"= V-0" ALL CORE-DRILLED/BLOCKOUT HOLES SHALL BE FILLED WITH ENOUGH HIGH STRENGTH GROUT SO AS TO CREATE POSITIVE PITCH, PREVENTING ANY PONDING AT POST LOCATIONS. d d 4 ANY CORE -DRILLED, RELOCATED POSTS THAT ENCOUNTER< STRUCTURAL STE L SMALL BE PR&PED USING* EPDXY. RUST INHIBITOR PRIOR TO • D SETTING RAILING POSTS.. ALL RAILINGS SHALL BE SET USING HIGH STRENGTH ANCHORING CEMENT WITH FAST -SETTING, NON -SHRINK, NON-METALLI1 CEMENTITIOUS PROPERTIES (HARD -ROK Bl ADHESIVES TECHNOLOGY OR APPROVAL "X.4" LL TO LOWEST POINT OF HOLE. I ELOP A MIN. COMPRESSIVE OF 8000 P.S.I. @ 28 DAYS. EP v 42" MIN.' EDGE DIST 3 CORE DRILL DETAIL SD -4 SCALE: 3" = V-0" 'iN 2" X 1" X 1/8" ALUM. HORIZ. TOP TUBES 1/2" X 3/4" ALUM. CROSSED FLAT BARS 1/8" (TYP) 3/4" SQ. X 1/8" ALUM. PICKETS ALUM POST TUBE 2" SQ. X 0.093"& INSERT 1 ��N SLEEVE ALUM TUBE 2" 1.75" SQ. X 1/8" X 20" cn 4" LG (TIGHT FIT TYP.) 2" X 1" X 1/8" ALUM. HORIZ. BOTTOM TUBE 1/8" (TYP) 31/2"0 X 4" DEEP CORE DRILL EXIST. CONC. SLAB 3 SD-4 2 SECTION DETAIL SD -4 SCALE: V = 1'-0" 9-fAvc LAZA IRON WORKS, INC. 7251 N.Miami Ave. MIAMI, FLORIDA 33150 TEL.(305)-754-8200 FAX. (305)-754-8222 Cesar Castillo. P.E 13155 SW 134 STREET, SUIT 119 MIAMI, FLORIDA 33186 PH. 305 985.6875 F. 305 253-9442 ..... •••• w ... ' U 0000• _ • Z •• 0000 0000 w •o 11 00.00 ... :w c0• '•:W �•• ..... z Z< . o F Z.. .. n ; o•g co I� 06 co cn M U Z IX rn¢ °5 z of W Ln O e i" 044VWa P P o'n 2 GD LL r . CONSULTING ENGINEER ATE 13155 SW 134th STREET, SUITE #119 MIAMI. FL 33186 7-17-201 PHONE # (305) 253-9442 REVISIOP FLORIDA P.E. #68447 SD- 4 L 12 2014 - 4 of 4 TABLE OF CONTENTS SCOPE OF WORK SD -1 SCOPE OF WORK, STRUCTURAL NOTES & SITE PLANS • ALUMINUM GUARDRAILS AT COVERED PATIO SD -2 LAYOUT PLAN SD -3 ELEVATIONS VIEWS SD -4 SECTIONS & DETAIL STRUCTURAL NOTES GENERAL NOTES: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES HALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. DESIGN LOADS FOR RAILING: THE STRUCTURAL FRAMING WAS DESIGN USING F.B.C. 2010, AND THE FOLLOWING SUPERIMPOSED LOADS, 1618.4.6.1 RAILINGS, STAIR -RAILINGS, AND OTHER SIMILAR SAFEGUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAL FOOT (74 KG/M) OR A CONCENTRATED LOAD OF 200 POUNDS (690 N) APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES. THE REACTIONS AND STRESSES CAUSED BY THE ABOVE REFERENCED UNIFORM AND CONCENTRATED LOADS SHALL BE CONSIDERED TO NOT BE ACTING SIMULTANEOUSLY. 1618.4.6.2 INTERMEDIATE RAILS, BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED FOR A UNIFORM HORIZONTAL LOAD OF NOT LESS THAN 25 POUNDS PER SQUARE FOOT (1197 PA) OVER THE GROSS AREA OF THE GUARD, INCLUDING THE AREA OF ANY OPENINGS IN THE GUARD, OF WHICH THEY ARE A PART WITHOUT RESTRICTION BY DEFLECTION. REACTIONS RESULTING FROM THIS LOADING NEED NOT BE ADDED TO THE LOADING SPECIFIED IN 1617.4.6.1 IN DESIGNING THE MAIN SUPPORTING MEMBERS OF GUARDS. STRUCTURAL ALUMINUM: THESE SPECIFICATIONS SHALL APPLY TO THE DESIGN OF ALUMINUM ALLOY LOAD CARRYING MEMBERS. COMPUTATIONS OF FORCES, MOMENTS, STRESSES AND DEFLECTIONS SHALL BE IN ACCORDANCE WITH ACCEPTED METHODS OF ELASTIC STRUCTURAL ANALYSIS AND ENGINEERING DESIGN. 1. ALL ELEMENTS SHALL BE ALUMINUM ALLOY 6061-T6 UNLESS NOTICED OTHERWISE. 2. ALL WELDS TO COMPLY WITH A.W.S CODE (LATEST EDITION). 3. STRUCTURES ARE DESIGN IN ACCORDANCE WITH THE FOLLOWING CODES: ALUMINUM DESIGN MANUAL 4. ALL FRAMES HAVE BEEN DESIGN USING RATIONAL ANALYSIS 5. ALL CONNECTION SHALL BE FULL WELDED (U.Q.N.), WITH THE STRUCTURAL ALUMINUM ALLOY FILLET WELD: 5356 UNLESS NOTICED OTHERWISE. 6. ALL FASTENERS SHALL BE SELF DRILLING FASTENERS. 7. ALL ANCHOR BOLTS SHALL BE 304SS KWIK BOLT. SATELLITE VIEW N.T.S. I NORTH 81.21' CHAI'•IL INK i z I z m m ? n z c'1 ,e_____---- m a \ A a 0 o SD -2 ®Q6Yti.IG ON@ •TgRY Ci.B. RWID@!CE �4 0 835 � � ,rraxv.=rr.se' rar 15.68` 2253, US 3 w .1 I.RCH I R . ' SOUTH 61,21' J *61 bRIVEWAY 18' SWALE 'i'ii;�i:;i°i_ ii:^E:S:i-::?ilii;•:>:-';'�>f�' �� 2�7. %i,�fb1.a�:�i°sii?i[iFcSyi'•. �: Piz KEY PLAN N.T.S.' LAZA IRON WORKS, INC. 7251 N.Miami Ave. MIAMI, FLORIDA 33150 TEL. (305)-754-8200 FAX. (305)-754-8222 Cesar Castillo. P.E 13155 SW 134 STREET. SUR 119 MIAMI, FLORIDA 33186 PH. 305 986-6575 F. 305 253-9442 - Z ... .. 094-1 • • 000 LIJ •••i = H Z �••• 000 •••• •••"•LLI Eo g O••• .... • .. � cwe umi... •••• liVc... • • GC • Z N z woes• • • • I__L : S 0:5 L ocw" I� © rn U) M Er M v LL -0) O WD A E. W a w M o CONSULTING ENGINEER H 2 co u- 55 SW 134th STREET, SUITE #1 MIAMI, FL 33186 ATE PHONE # (305) 253-9442 7-17-2014 FLORIDA P.E. #68447 nr�nc+r��ic+ SD. 1 JUL 212014 1 OF 4 • Hw ti w m�z OZ3`+� 'Al,M .. r ^k3v�ii� 0 Nwmm z 8,-,c) AwMcoZ N -C`imb "' m N DESCRIPTION HC-LR-AGmSCOPE OF WCRST:W(f N&ES:& WE%AN9 MR. & MRS. LGTON RESIDENCELVUM C:ARD�S ••• ••• • i � 835 NE 92 STR��J, NIIAq %HQR"% • FLORIDA 33138 'F- �^ —' O v p 0 V) P -? D �. T�T N `, 00 00O W D Z O CD 7 G N O u Sim. 1 -------------- -------------- 1/Sim. 2 V-3SD-3 I I I SD -3 � SD -3 NORTH ELEVATION - KEY VIEW N.T.S. EXIST. STEEL COLUMNS 2"X 1"X 1/8" 2" SQ. X 0.93" ALUM. DOUBLE ALUM./ -,-. POST (TYP.) & INSERT TUBES @ TOP SLEEVE ALUM TUBE ONE @ BOTTO1.75" SQ. X 1/8" X 20" LG. (TIGHT FIT TYP.) 1 EXIST. CONC. SLAB —� (1/Sim. PARTIAL NORTH ELEVATION SD -3 SCALE: 3/8" = 1'-0" r2lim. EAST WEST ELEVATION e`CONI. U 044a -la, P.E. CONSULTING ENGINEER SCALE: 3/8" = V-0" 13155 SW 134th STREET, SUITE 9119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA P.E. #68447 0 JUL 2 P 2014 • sees• • sees• •••• • sees sees. • •• •• • a • LAZA IRON WORKS, INC. 7251 N.Miami Ave. MIAMI, FLORIDA 33150 TEL. (305)-754-8200 FAX. (305)-754-8222 Cesar Castillo. RE 13155 SW 134 STREET, SUIT 119 MIAMI, FLORIDA 33195 PH. 395 98648575 F. 305 253-9442 ••e e•• • ••• rr sees J � •• sees W ••e U = , U Z EXIST. STEEL COLUMN 2" X 1"X 1/8" 2" SQ. X 0.93" ALUM. DOUBLE ALUM. POST (TYP.) & INSERT TUBES @ TOP & 1 SLEEVE ALUM TUBE ONE @ BOTTOM S�-4 1.75" SQ. X 1/8" X 20" LG. (TIGHT FIT TYP.) 5'-4" 1 ----- LLPse We • �Q 0000 (q =s I I. vie•• sew Zee• z ZQ 0 • F— �• e e t4 *ED Z ise Wow r2lim. EAST WEST ELEVATION e`CONI. U 044a -la, P.E. CONSULTING ENGINEER SCALE: 3/8" = V-0" 13155 SW 134th STREET, SUITE 9119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA P.E. #68447 0 JUL 2 P 2014 • sees• • sees• •••• • sees sees. • •• •• • a • LAZA IRON WORKS, INC. 7251 N.Miami Ave. MIAMI, FLORIDA 33150 TEL. (305)-754-8200 FAX. (305)-754-8222 Cesar Castillo. RE 13155 SW 134 STREET, SUIT 119 MIAMI, FLORIDA 33195 PH. 395 98648575 F. 305 253-9442 ••e e•• • ••• rr sees J � •• sees W ••e U = , U Z •e•• W LLPse We • �Q 0000 (q =s •••e :LLI vie•• sew Zee• z ZQ 0 • F— �• e e t4 *ED Z ise Wow • •�U) LJ— a� v) Ch �o U Q z� W u-jO W� of 7-17-201 SD- 3 3 of . 4 VIPIN N. TOLAT, P.E. woff" 15123 Lantern Creels Lane, Houston, TX. 77068-3831 TEL: 281-444-9183 Fax: 281-444-9184 Email: vtolat@sbcgl.Qbal.net Page 1 ENGINEER'S EVALUATION REPORT # NU0413 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors REPORT HOLDER: NuVue Industries Inc;MIA" VM a 1055 E. 20 Street, WE Hialeah, FL. 33013 _ 9 9 9 9 • • • •. 9999. • www.nu-vueindustries.com • •; • ' nuvue(a?bellsouth.net Phone: 305-694-0397 9999.. . • see::* 0009•• • • • •0099. OPY:00 9999 0 Fax: 305-694-0398 U, • 999 0.00 9.. 09:00 0099• 1.0 EVALUATION SCOPE: 0 • •• •• •• 0909•• Compliance with 2010 Florida Building Code- Building and Residential 0; •, • 9999.. 9999.. • 2.0 PRODUCT DESCRIPTION: ; • • • •; �. Refer to tables 1 through 21 of this report for Product name, size, size and number of fasteners, fastening details shown in the diagrams and the allowable loads. 3.0 STRUCTURAL SPECIFICATIONS: 1. Steel shall conform to ASTM A653, SS grade 33, min. yield 33 ksi, min. tensile strength 45 ksi and min. galvanized coating of G 60 per A,5TM A653. 2. Allowable loads and fasteners are based on NDS 2005. 3. Design loads are for S. Pine, specific gravity 0.55. Design loads for other species shall be adjusted per NDS 2005. 4. Allowable uplift loads have been adjusted for load duration factor CD of 1.6. Allowable gravity loads have been adjusted for CD values of 1 A, 1.15 and 1.25 per table 2.3.2 of NDS 2005. Design loads do not include 33% increase for steel and concrete. 5. Concrete in Tie beams shall be min. of 2500 psi. Concrete Masonry, Grout and mortar in concrete masonry shall be min. of 1500 psi. Concrete masonry shall comply with ASTM C90. 6. Combined load of Uplift, Ll and L2 shall satisfy the following equation. Actual Uplift + Actual Ll + Actual L2 <=1.0 Allowable Uplift Allowable L1 Allowable L2 0000 0000 • of .... .. • 0 00 0000.. 0000.. , , 0000.. • 0000.. • , 000 0 • • • 0000. • • • , ,• 0..... 0000. • . 0 'I . 0609 0 .. 00 • , ...... • • • 0 0000.. 0 , • • ...... •• • • •••..• 0.0 0 • .. Page 2 4.0 INSTALLATION Installation shall be in accordance with this report and the latest edition of Nu-Vue Industries Catalog. The information in this report supercedes any conflicting information in the catalog. 5.0 EVIDENCE SUBMITTED: Test reports submitted by Product testing Inc, (PT) Atec Associates Inc(Atec) and PSI Inc and signed and sealed calculations in conformance with FBC 2010 by Vipin N. Tolat, P.E. Product Test #/Test lab .... Mate *00000 tested • • Tested .'': •. 00 0 NVTA/NVTAS 02-3938/PT ...... ...846/02 NVTA/NVTAS 024073/PT . . • • • -106/02 :*0000 NVTA/NVTAS 02-4074/PT O O VI X6/02 ; • NVTA/NVTAS 024075/PT • • : : 01:1/6/02' .. NVTA/NVTAS 31.22456.0002/ATEC 0 ; •'x'6/02 *0 N VBH 24 024096/PT 8 0 L2/3/02:09000 NVUH 26 024095/PT 000 I A 7/03 .... NVRT 034177/PT 2/3/03 0 • • NVRT 034202/PT 2/19/03 NVRT 03/4270,4271 /PT 3/27/03 NVTH/NVTHS 044698/PT 4/15/04 NVSNP3 034482/PT 9/15/03 NV358 03/4543/PT 12/19/03 NV458 03-45901PT 12/31/03 NVHCL/R 03-4625/PT 1/21/04 NVSTA/NVHTA 044641,4642/PT 3/17&3/22/04 NVJH24,26,28 034385,86,87/PT 5/30/03 NVS0236 03-4349,57,58/PT 5/13,5/19,5/20/03 NVTP4 03-4303,44/PT 4/21,5/l/03 NVTP4H 034345,43/PT 5/2,515/03 NVHC43,43/2 70-02-94-00381/ATEC 11/27/95 A135 05-5195,95A/PT 2/15/08 AB7 05-5196,96A/PT 2/15/08 NVHC37 03697.0001/ATEC 11/27/96 IKEI 05-5612/PT 3/20/06 IKE2 06-5622/PT 5/1/06 NVTHJ26 04-4995/PT &138-96013-O1/PSI 1/31/05&2/7/89 NVTHJ28 04-4996/PT& 138-96013-05/PSI 1/31/05&12/2/89 6006 0000 • • 0000 .. 0 0. 0000.. 00•00.. , 0000.. • 0000.. 0000 • 0000.. 60000 0000. • • •0. . 0. 0000.. 000 0.060. 66 . • 0000.. 6 0000.. 0000.. 60000. ,.. . . .. Page 3 6.0 DESIGN: 1 Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads are based on allowable stress design per NDS. 2. Capacity of wood members is not covered by this report. Allowable loads shall not exceed the capacity of wood members. Capacity of wood members shall be checked by Engineer/Architect of record. 3. Wood members with which the connectors are used must be nominal dimension lumber or approved structural composite lumber. 7.0 CODITIONS OF USE: 0000 • .... . 0 0000.. 1. NuVue Industries metal structural connectors described in this report climply0 • •; • 0 •' with or are suitable alternative to what is specified in section 1.0.r0 1 report." • • • • `• 2. Design loads must be less than the allowable loads shown in all thr.Wles of :0000: ' this report. sees' • • • • • 3. The connectors must be manufactured, identified and installed id a�CO;dance� • 00:00 *6000 • with this report and the manufacturer's instructions. 4. Products covered by this report are manufactured by NuVue indust "Ane in '� •, Hialeah, Florida under a quality control program with inspections b}.NA It • • • • • sees @* Inc having State of Florida license # QUA 1789. • • ; • • • • 0 0 0 Vipin N. Tolat, P.E. Florida P.E. # 12847 4/15/2013 vnt1nu0413 ..0. 0000.. 0000 • 0000 .. • • . . .. 0000.. 0000.. . 00.00. • 00000. � � 0000 • 0000.. • 0000 0000. • 0000.. • • • 0. .0 • � •0000. •0000. • • •0000. • • • •0000• ..• • • •• Page 4 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS 14 G Straps, 20 G Seats H Length (in) Product Code 16 NVTA-16 NVTAS 212 18 NVTA-18 NVTAS 214 20 NVTA-20 NVTAS 216 22 NVTA-22 WAS 218 24 NVTA-24 NVTAS 220 26 NVTA-26 NVTAS 222 28 NVTA-28 NVTAS 224 30 NVTA-30 NVTAS 226 36 NVTA-36 NVTAS 232 48 NVTA-48 NVTAS 244 1j" IVVIAZ ' NVTA 1" No. of Fasteners each strap 10d Maximum Allowable Load lbs Uplift Single Strop Uplift Double Straps L1 Single & Doubl Straps L2 Single & Double Straps 5 757 1514 250 500 6 805 1610 250 500 7 854 1708 250 500 8 902 *1804 250 500 9 951 *1902 250 500 10 999 *1998 250 500 11 1048 *2096 250 500 12 1096 *2192 250 500 13 1145 *2290 250 500 14 1193 *2290 250 500 *Note: For 8 or more nails per strap, use double truss for double straps. For oil Loads Ca=1.6 i 4" Perpendicular to wou L _2 Parallel Ll • ' • to wall • "" •• • 0000 • • 40 MSrete Re•am dr Tie Beam armed w'id? concrete filed 0000 •66••• • • 0006• •• • • •• 0 • •60• H 2!. O 0 21" o Holes Dic." NVTA, NVTAS No. of Fasteners each strap 10d x 1.5" Maximum Allowable Load lbs Uplift Single Strap Uplift Double Straps L1 Single & Double Straps L2 Single & Double Straps 5 1032 2236 250 500 6 1127 2254 385 565 7 1136 2272 520 630 8 1144 *2288 520 630 9 1153 *2306 520 630 10 1161 *2322 520 630 11 1170 *2340 520 630 12 1178 *2356 520 630 13 1187 1 *2374 520 630 0668•• • 6 • 0.080• 68.6••• • • •006• • • 0. 0 8• 0000•• e 6 • •6•••• 8 0 •0000• 900. 0000.. 0000 • • 0000 .. • .. 0000.. • 0000.. 0000.. � 0000 0000.. • 0000 0000. • �. 0000.. 0000. 0000.. •• • • ..6... 0000.. 0. 0000.. .0969. .0. 0 . .. Page 5 TABLE 2 NVBH 24 BUTTERFLY HANGER w = p v < FASTENER SCHEDULE ALLOWABLE LOADS (lbs.) w `�+ DOWNWARD 2 a • • w w r o GRAVITY Wind Uplift Load w ao LOADS LOAD = CD=1.D Ca=1.6 12x NVBH24 18 12 6 1113 364 Notes: 1. Values are based on 1j" header and Joist thickness. 2. Con only be used in Non—HVHZ. UPLIFT LOAD 2j" TABLE NVUH 26 JOIST HANGER N v w p < FASTENER SCHEDULE ALLOWABLE LOADS (lbs.) w `�+ DOWNWARD END • • • • x GRAVITY UPLIFT w LOADS LOAD = Co=1.0 Co=1.6 2x6 NVUH26 14 20 10 1 2233 1213 Notes: 1. Values are based on 3" header thickness kp11•. 1 j" Joist thickness. • • • • UPLIFT LOAD • . • • . • • • 0.0 DOWNWARD LOAD 5" 0000 0000.. • 0000 • . • .... .. &.. 0000.. 0.•000. 0000.. .0000.• , 0000 • 0000:. 0 . 0000. • 0000 • • 0 0 .0. , .. 0000.. 0 • . 00 00 0000.. •• • ...... 0000.. 0.• ...... ...... ... . . .. Page 6 TABLE 4 NVRT — Flat and Twisted Rafter Ties 1"x:14 G NVRT Wood to Wood Length (in) Product Code Gouge 12 NVRT-12 14 16 NVRT-16 14 18 NVRT-18 14 20 NVRT-20 14 22 NVRT-22 14 24 NVRT-24 14 30 NVRT-30 14 36 NVRT-36 14 48 NVRT-48 14 Notes: 1. Specify "F" for Flat and "T" for Twisted when ordering. 2. Fastener values are based on a minimum T thick wood members. 3. * Indicates no. of nails In each connected wood member. 16d Fasteners Maximum Uplift Load (lbs) TOTAL ,mgg* Flat Ties Twisted Ties 6 3 588 s 588 s 8 4 1 725 724 10 5 861 860 12 6 998 996 14 7 1135 1132 NVRT Wood to Concrete No. of 16d nails No. of J" diameter • Mai imum •drift to Wood Framing Topcons to Concreteo„•Lgad (lbs o* 4 4 Poet 723 • 5 4 85t' 6 5 • a••• 991 ' • 7 5 : %": 1125 - 4. ITW topcons shall be embedded a minimum of 1j" into concrete tlebeam or tiebeam formed with concrete filled masonry. ITW topcons sholl have a min. edge distance of 24" and minimum staggered spacing of 341" as shown. 5. Use only in Non—HVHZ. 6. For Uplift loads CD=1.6 "II II P" O 1" 1" O O 11" O NVRT Anchor Holes dia. 4" to of, aas s s A1" LENGTH FLAT ol HALF HALF Connected Connected It to truss 01, to wall n a e • e ® o o a L LENGTH _I TWSTED UPLIFT I I Donod • Use e' ..' ; holes 2W 0 o o 0 Or Ir, 0 0 1V 1; f:` ° ° tie 0 0000•• • f6 do* 000 rTopcons jif" t g�-al� ?�? _ iro t 2j" Min. edge distance %Tie Bearn formed with concrete filled mosonary or concrete tie beam 0000.. 0000.. 0000• • 0000• •••••• • • 0000•• •0000• • . 0000 0000.. • .•.. • . • 0000 . 00 0 000 so 000 0:0000 : .0.00• • • , .9000• � , 0000 . •• 00.000 00.. 00 0000• : • 0.0000 •• • • • . • 000000 0.606. • 0 0• 0000. 0.. • 00000: • 0 , , Page 7 TABLE Truss Anchors NVTH 1Y4"x14G, Seat 18G H Length (in) Product Code 12 NVTH-16 NVTHS 212 14 NVTH-18 NVTHS 214 16 NVTH-20 NVTHS 216 18 NVTH-22 NVTHS 218 20 NVTH-24 NVTHS 220 22 NVTH-26 NVTHS 222 24 NVTH-28 NVTHS 224 26 NVTH-30 NVTHS 226 32 NVTH-36 NVTHS 232 44 NVTH-48 NVTHS 244 14 MIN. 4" EM NVTHS 9" No. of Fasteners in each Strap 10d x 1.5" Maximum Uplift Loads (Ibs) Maximum Lateral Loads (lbs Single Strap on Single Truss Double Straps Single Strap Double Strap on Double Truss L1 L2 L1 L2 5 . 1032 2064 560 525 1120 1050 6 � � � 1222 2444 671 630 1342 1260 7 1275 2550 783 735 1566 1470 8 1329 2658 783 735 1566 1470 9 1383 2766 783 735 1566 1470 10 1437 2874 783 735 1566 .1,470 11 1490 2980 78373.5' 1566 •t470 12 1544 3088 783 13 1598 3196 783 _1566101470 .9,94 1566-1-1470 Cp=1.6 for Uplift and Lateral loads. 1Y4" slot 0.203': V H H MIN. 4" EMB. NVTH 1h" Single Truss Concrete Tie Beam or Tie Beam formed with concrete filled masonry 0000 0000•• • 0000•. 0000 . 0000• . � � � 0000• •• ' � �� •• •0000• •0000• •0000• . •0000• 00 271L o �. O Holes Dic. tYa" O NVTH, NVTHS Uouble Truss 1 Concrete Tie Beam or Tie Beam formed with concrete filled masonry 666. 0000.. 0000 • 0000 .. .6 0000.. 00• 00.. 6 . 0 00.00. 0 0000.. � 0000 0000.. • 0000 0000.• .. 0000.. 000• 0. *00000 0000.. .. . .6.6.. 0 .0000. • • . .00000 0 .0666. 000 0 • .6 Page 8 TABLE 6 — SKEWED NAIL PLATE Product Code Steel Gouge Fastener Schedule Allowable Loads (lbs) Each End Grovity I Uplift NVSNP3 18 (e) ed x 1J¢" 594 _J 594 For Uplift, use two NVSNP3, one at top chord and one at bottom chord of the supporting and supported Trusses in compliance with section 2321.7 of the FBC. CD=1.0—Gravity CD=1.6—Uplift Supporting Tus: /r —1 ,Top & bottom Supported Truss Top & bottom chord NVSNP3 Installation olv. 0 0 0 0 0 O O ' x 0 0 0 3� • • 'lie 1Y4` �tY4' • •9f:' Hole pattern is Hole: 11.1M mirror imoge of the avow" oppsite side • • • TABLE 7 — NV358-2 Ply Seat Total No. Total No. of Fasteners of Fasteners In 2 Straps in Seat I Od x 3" 10d x 3" Allowable Loads (lbs) 3)g' 8 a 2245 1981 1839 to 8 2525 2208 2058 12 8 2806 2452 2298 14 I a 3086 2697 2528 olv. 0 0 0 0 0 O O ' x 0 0 0 3� • • 'lie 1Y4` �tY4' • •9f:' Hole pattern is Hole: 11.1M mirror imoge of the avow" oppsite side • • • TABLE 7 — NV358-2 Ply Seat Total No. Total No. of Fasteners of Fasteners In 2 Straps in Seat I Od x 3" 10d x 3" Allowable Loads (lbs) Uplift Lt I L2 8 a 2245 1981 1839 3� • • 'lie 1Y4` �tY4' • •9f:' Hole pattern is Hole: 11.1M mirror imoge of the avow" oppsite side • • • TABLE 7 — NV358-2 Ply Seat Total No. Total No. of Fasteners of Fasteners In 2 Straps in Seat I Od x 3" 10d x 3" Allowable Loads (lbs) Uplift Lt I L2 8 a 2245 1981 1839 to 8 2525 2208 2058 12 8 2806 2452 2298 14 I a 3086 2697 2528 18 8 3367 2942 2758 Co=1.6 for Uplift, L1 & L2. 3 ay � NV4458 . H UPLIFT 0• . Od a.2OrX 1" 04Conarots Pon 1 4•da. Emb••nent 3*" •• • •• •• • •• TABLE 8 — Vft•--R Ply Seat • Total No. of Fasteners in 2 Straps 10d x 3" Total No. of Fastlner8 in Seam •-00 10d x 3" AIi;wsm:o a Loads (lbs) Uplift Lti • 10 a 8 2245 2783 2078 10 8 2525 3131 2336 12 8 2806 3479 2597 14 a 3088 3827 2857 16 8 3367 4175 3117 tY' O 214 Or O O 21r O Holes MOW 14G NViH Concrete Tie Boom or Tie Beam formed with Concrete flied Masonry. U7 3" NV358 4W NV458 1,21r � FWNI 5WNV458 IV Page 9 TABLE 9 HURRICANE CLIPS Product Gouge Fasteners 10d x Or Allowable Loads Obs Code Description 9 Header .Ioiet Uplift L1 L2 NVHCR HUMANE CUP — RICHT 18 8 8 525 253 33.3 NVHCL HURRICANE CLIP — LEWT 18 8 6 M 253 333 For Uplift, use two clips, one on each side to comply with section 2321.7 of the FBC Cp=1.6 for Uplift, L1 & 1-2. •••:•• • TABLE 11' Total No. Total No. of Fasteners Fasteners in two Straps 20 GA. Si 10d x 1Jr 10d x 1) 10 a C =1.6 for Uplift, L1 & 1-2. 0 o A T a Tar A O 20 CA. Seat 94G NViN 1Y h AP], H C�' got 0.203'x 1' Concrete UPl1FTEmbedment 1 Pin 8•dta1k ✓� N%hiTA M 44H NVSTA M 44H .-- tic bow. NC� 2a aft Top & bottom or reIntaeed L_ Canaete blootc wdl i 14 6 18 e 1s 8 Is Loaders (ibs) Psi Unless Noted H 4' Aen. Owwrete UPLIFT 2� Embedment { / Rehfarced Co *vte tie been Min. 205 Top & bottom or raintereed Concrete bleak wcdl 0000•• • • 0000•• • 0000•• •••0•• • TABLE 10 NVSTA—Single Strop Total No. Total No. of of Fasteners Fasteners In In Strap 20 GA. Seat 10d x lJ6- 10d x U4" Allowable Loads (Ibs) We=2500 Psi UPM L1 L2 5 6 1308 700 1049 6 6 1426 780 1144 7 6 1545 823 1239 8 i 5 1884 887 133.9 8 1 6 1783 950 1430 •••:•• • TABLE 11' Total No. Total No. of Fasteners Fasteners in two Straps 20 GA. Si 10d x 1Jr 10d x 1) 10 a C =1.6 for Uplift, L1 & 1-2. 0 o A T a Tar A O 20 CA. Seat 94G NViN 1Y h AP], H C�' got 0.203'x 1' Concrete UPl1FTEmbedment 1 Pin 8•dta1k ✓� N%hiTA M 44H NVSTA M 44H .-- tic bow. NC� 2a aft Top & bottom or reIntaeed L_ Canaete blootc wdl i 14 6 18 e 1s 8 Is Loaders (ibs) Psi Unless Noted H 4' Aen. Owwrete UPLIFT 2� Embedment { / Rehfarced Co *vte tie been Min. 205 Top & bottom or raintereed Concrete bleak wcdl 0000•• • • 0000•• • 0000•• •••0•• • •.•• •••••• • • •••• t•t••t t•t• • t •••••• • 044009 • • • • • • • Page 10 TABLE 12 JOIST SUPPORTS 18 0 NVJH JOIST SUPPORTS Allowable Loads (Ibs) Product DirmQ'sm MGhes foist Double Single Fasteners ara.fty tma, t1�1 uHte waa. teml Code Size Header Header NVJH 26 as sh4 Uplift Double Single Joists D&A10 slat. & two e different holes. W H BS 1108 Size Size der HeaderHeader 2x6-8 2-2x1D 1 1110dno NVJH24 1% 3% 3 2x4 2x6 2-2x4 2-24 2x4 2x8 6-10d 6-10e x 0f 4-10d x tfe 744 744 493• NVJH26 1 5t32x62-�2x"10-10d •• • ••00 2-2x8 2x82X8 • 0 • 10-1ad x Ui 8-1od x W 1240 1240 821 2-2x8 2xg NVJH28 13 63'42- 2x10 14-lOd14-tod x >H 7 -lad x t!<. 1738 1736 1079 2-2x12 202 0 Use only in non-HVHZ 1 -V4* i x' 0000 Fasteners 0 0 , 1 Joist H ° 0 1 Size a / . NVJH 26 as sh4 Uplift NVJH 24 & 28 CO -1.0 similar but with BS different holes. � 6-10d W 1108 U TABLE 13 NVSO 236, 16 GAUGE, HEAVY DUTY FACE MOUNT JOIST HANGER 1 J�' 0 0 o 10 0 1 ° 5 7C � 0 0 e ° 0 1 ° o • 3 4f; BOLT HOLES 1/2" DIA. NAIL HOLE 3/16- DIA. .2 7 3. Double Header `qt'� � 2-2X 0000 Fasteners Allowable Loads (Lbs.) Joist Header 0000.• Size Size Header Joist GRAVITY Uplift CO -1.0 CO -1.6 2-24 14-10d 6-10d 1758 1108 14-16d 6-16d 1875 1279 2x6-8 2-2x1D 2-2x12 ¢,�� 6-16d 808 1217 1 J�' 0 0 o 10 0 1 ° 5 7C � 0 0 e ° 0 1 ° o • 3 4f; BOLT HOLES 1/2" DIA. NAIL HOLE 3/16- DIA. .2 7 3. Double Header `qt'� � 2-2X Header 2-2X Minimum 0000 . • •�•+ 0000.• a 6.6••• 0 000•• • o 0 • 0000• •• • •• • • 6 Of 00000* 0000•• • 0 • 6 • • 06.60• • 0 •0606• • 0 • • 0 0 •• • ••00 •6 ••e• • 0 • • • so Header 2-2X Minimum 0096 • 6 6•••66 • � • • • • • •6•••• .offset a • ♦ • • • • • • • • 90 so ♦ 9• Page 11 TABLE 14 TOP PLATE ANCHORS NVTP Ar NVTPH Size Product Code Gouge Dimensions (in) A e 2x4/4x4 NVTP4 20 3jr 8" 2x6/4x6 NVfP6 20 9 0 _10--1Od-- -91 $47- 2x8/4x8 NVTP8 20 7jr 8" 2x4/4x4 NVTP4H 18 3 8" 2x6/4x6 NVIP6H 18 1 5117 1 8" 2x8/4x8 NVTPBH 18 I 7jr I 8" 1�. Total number of fasteners 10d x 1 Y" EN%VnTP4.6.8 Max. Uplift Capacity (Ibs) 6 8 10 12 NVHC 43 Hurricane alp -with o 828 1087 1346 1605 ,. 938 1207 1478 1745 1�. HEADER JOIST UPLIFT a A o NVHC 43 Hurricane alp -with o 9-10d 6870 407 TU VHC-4&f-H-1eone-Ll --wwex2-- 9 0 _10--1Od-- -91 $47- 43 0 ° *see s 0 • • • e ° 0 0 0 •o • 00.0 • 0 0 ° • o 000000 0 Stud min. 2x4 0 0 0 O 0 0 Or. HEADER JOIST UPLIFT a L2 o NVHC 43 Hurricane alp -with 0000 9-10d 6870 407 308 VHC-4&f-H-1eone-Ll --wwex2-- 14=10d _10--1Od-- -91 $47- 43 *see • • • 0000•• •o • 00.0 • Notes: • 00 000000 �•' 00000 1. One half of all specified fasteners shall be used on �' • • • • s 0 .so* each side of the stud to achieve tabulated values. , : ; ''•� ' i ' • 0.0 0 0 0 • • • • • 2. Cp=1.6 for Uplift. ,'� ••"•' • • • • e •0o0s• •• • • • •• 00 • s• *sees* TABLE 15 •••••• a 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP. 96•• •••*• s• •'••" FASTENERS DESIGN LOADS (LBS) • . • .• . • • • •0000•00 PRODUCT DESCRIPTION • • s CODE 0 Or. 3Y4" Co=1.6 for Uplift. L1 & L2. $For Uplift, use two dips, one on each side to comply with section 2321.7 of the FBC -AV 1 �8° 3 " 1 W �T� NVHC 43 UPLIFT -Use 2 doe ane, an each eN0 Li HEADER JOIST UPLIFT a L2 NVHC 43 Hurricane alp -with 9-10d 9-10d 6870 407 308 VHC-4&f-H-1eone-Ll --wwex2-- 14=10d _10--1Od-- -91 $47- 43 3Y4" Co=1.6 for Uplift. L1 & L2. $For Uplift, use two dips, one on each side to comply with section 2321.7 of the FBC -AV 1 �8° 3 " 1 W �T� NVHC 43 UPLIFT -Use 2 doe ane, an each eN0 Li sees .000.0 '' .e.e • 0000 . •• • 000000 0 0 • a 0+ •0000• • • , 00•.00 000090 • • *see • •000000 0 e .see. • • e+sss . 00 sees.., • . • s 00 +s 0e • , ..sees • . e e • 000000 • •..0.• 00.000 e . 00 0 • e . 0 00 Page 12 18 Gauge Angle (tips. Table 16 Product Cade D'menaone (orches) Fastener Schedule Allowable Loa*Ws) W1 I 112 L Header Jam F1 F2 A85 1)j' 29W 5 3-10dx1Je' 3-10dx1Yt" 511 us A67 1)V 23(e' 7 4-10dxl)¢' 4-10W)j" 582 784 Nates; Nail wider angle log to Joist and Shorter leg to Header. CD ® 1.6 for F1 & F2 F116W 7 18 Gauge NVHC 37 5 W Grip Cf 5201 Table 17 CD = 1.6 for uplift, L1 & L2 Nail Schedule Allow" Design Loods(lbs) Product Code Description Header Joist Uplift Lt L2 or Plato or Stud • NVHC 3716-8d °1 or 12-8d or 710 ss0 730 0000•• • 16-10d 12-1Dd 0000 CD = 1.6 for uplift, L1 & L2 0000 • • 0000 0000•• •• • 0000 • 0000•• •• • 0000•• 0000•• • 0000 • • • • • • 0000•• 060 • 00.00 060060 •• • ••060 • • • • • ••0.6•• 00 • • • • 00000• 0000•• • 0 • •0000• ,,a, iFT • • 0000 . . 0.0000 0000 . 0000000.. . 0 00000. . .. 0000.. 0000.. . 0009. 0000 0000.. . 0000. . 0000 0000. . .. 0000.. . . 0000.. .. . .. .. . 9..... 9..... 0000.. . 0000.. Page 13 Note: For 1-2x members 10dxl)r nails can be used a Left e a Right e -c- b— `jtt —d—�` —b `y�• Jack 1-2x I HPI IR NV HJ -26 as stow NVrHJ-26 einalor EM IAC T-wd' 17 -OW Prodi d03 —W AdowUle tsoda N) S. Faro Nall Schedule Product UP Greft Header Com L lip Nab 106 Jack Nail 10d Nam 166 Up6R U L2 16=100% 1158 125 a b It"c I d ItdW NV01J26 1476 2444 2444 2444 16 4 3 7 2 3 5 WIHJ28 1931 3229 3333 3333 20 5 4 9 2 1 3 1 5 Note: For 1-2x members 10dxl)r nails can be used a Left e a Right e -c- b— `jtt —d—�` —b `y�• Jack 1-2x I HPI IR NV HJ -26 as stow NVrHJ-26 einalor EM IAC T-wd' 17 -OW Prodi d03 —W (inches) Foss AOontble Laads (9q) Cod' N L Stud Pkde Up6R U L2 m 1 1h. V 3l4- 6-10d 4-106 787 337 337 De 2 1X' OWVj- 6-10d 7-10d 932 451 31B CD = 1.6 for uplift, 1-1 & L2 �L� 0000 • •�•• 0.00.0 • • • • N •• • ••••L2� • e° •0• •• • •0e••• •• • • • �w%� • 0000• OKE -1 03/16• �L- • • • L1 • i ° • () •rT•- • 0000• �-- i TM ° • • 000020 • 0000• 03/18' • • • • TYP. N • N 0000•• • • • •a SW • 00 •°o • • • ••••0• N-411,• ••• 0000•• IT--IAT--Z • • • • • ...000 .... . . 0000•• • •• •....• • • • • 00.00• 0.0.00 0.000• • • ••..• • •• 0000•• 000.0• •• • •• •• • 00..00 0.00.0 • • • Page 14 Dee Seat Truss Anchor. They aro designed to resit lateral sed WM lase The is made of 14 gage sted art the seats of 20 gaup Table 20 asembly Product Coda r Dimension H (mom) Total No. of Fasteners in Strap 10dx%* Total No. of Fasteners in 20 GA. Seat IOdxlj2" Allowable Loods(lbs) F c = 2500 si P Uplift Lt L2 WSTA12 12 5 6 1046 700 1049 NVSTA16 18 6 8 1141 780 1144 7 B 1238 823 1239 NVSTA20 20 8 6 1331 887 1335 p�� 22 9 6 1426 950 1430 CD = 1.6 for uplift, Lt & L2 NV9A24 24 Holden Double Strap Riveted Truss Anchor. They am designed of 14 " steel Oft to roast Intend ass uplift feroea. The sods are node of 20 gage stat Table 21 • c Assembly Product Code Dimension H (inches) Total No. of Fasteners in two Straps 10dx1V Total No. of Fasteners in 20 GA. Seat 1D1xl)k' Allowable Loads(ft) re = 2500psi (unless Uplift Ulm F,c lTft00psi otherwise Li noted) L2 NVHTAI2 12 10 6 1506 1766 1050 1450 NVHTAt6 16 12 6 1695 1987 1181 1631 NVHTA20 20 14 6 1883 2208 1312 1812 NVHTA22 22 18 8 2071 2429 1444 1994 18 6 2259 2649 1575 1 2175 NVHTA24 24 CD = 1.6 for uplift. L1 & L2 0000•• i �I`Ti1 UPUFf 0000 • c 0000 0000•• 0000 • •• • 0000•• 0000•• • s • • • • • 0000•• 0000•• • a • 0000•• 9.9. 9 9..9.. 0000 . . 0000 . .. . 0 9 .09..• . .. 9.6... 0000.. 0000.. 0000 0000.. 6 9 a...6 . 0000 0000.. .. . .. .. 9 . .0900. 9.0964 9 . 0:060: . 0000.. . . . .. Charles Mitchell, Professional Engineer, license # 11 Y 924 North Federal HWY, Hollywood Florida, 3302 MAY 21 2015 (305) 336-5069_;____- 0 May 15, 2015 Re: Modifications after approved plans Address: 835 N.E. 92"d Street Miami, Shores Fla. 33138 3� Permit # DGT 5-14-1098 To Whom It May Concern, This letter is to inform you that this firm has conducted and inspection at the above referenced project due to field modifications to the approved permit During a field inspection by this firm, it was observed that the 3"X8" wood joist in the typical wall section on the approved plans are indicating that the joists are fastened to the 2-2"x10" wood beam with Nu- Vue NVHC-37 connector. The fastener was changed to Nu- Vue NVHC- 4 3-2 connector. Based on the inspection, it is our opinion that the modifications were done in professional manner and in general compliance with the FBC. Please accept this letter as a field medication to the approved plans. The methodology utilized to make the determination set forth in the report was based on field visit, all the elements are exposed. Respectfully submitted, Charles Mitchell P.E. #11127 30S® qs —eoqu To, j& U r JAN 10 1015 MIAMI SHORES VILLAGE