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RC-17-1514Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit ■ Permit NO. RC-6-17-1514 Permit Type: Residential Construction Work Classification: Alteration Permit Status: APPROVED Issue Date: 10/30/201 7 Expiration: 04/28/2018 Parcel Number Applicant 390 NE 104 Street Miami Shores, FL 33138- 1121360130160 Block: Lot: CHRISTIAN & DREIRDRE DUNH4 Owner Information Address Phone Cell CHRISTIAN & DREIRDRE DUNHAM 390 NE 104 Street MIAMI SHORES FL 33138- (305)804-2767 390 NE 104 Street MIAMI SHORES FL 33138- Valuation: $ 10,000.00 Total Sq Feet: 1250 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: RELOCATION OF KITCHEN TO EXI Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: RELOCATION OF KITCHEN TO EXIE Classification: Residential Fees Due Bond Type - Owners Bond CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $500.00 $6.00 $4.50 $3.00 $2.00 $5.00 $300.00 $120.00 $120.00 $120.00 $45.00 $8.00 $1,233.50 Pay Date Invoice # 10/30/2017 10/13/2017 06/07/2017 Bond #: 3529 Pay Type RC-6-17-64243 Credit Card Cash Check #: 2423 Amt Paid Amt Due $ 533.50 $ 700.00 $ 500.00 $ 200.00 $ 200.00 $ 0.00 Available Inspections: Inspection Type: Fill Cells Columns Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Review Planning Review Electrical Review Electrical Review Building Review Building Review Structural Review Structural Review Structural Review Mechanical Review Plumbing 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 t LECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWN constr Auth (DAVIT: I d zonin ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ermore, I authojze the above -named contractor to do the work stated. rized Signature: Owner / Applicant / Contractor / Agent October 30, 2017 Date Building Department Copy October 30, 2017 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-001786-2018 Permit Number: RC-6-17-1514 Scheduled Inspection Date: November 20, 2018 Inspector: Naranjo, Ismael Owner: CHRISTIAN & DREIRDRE DUNHAM Address: 390 NE 104 ST Project: Miami Shores , FL 33138 Contractor: HOME OWNER HOME OWNER Permit Type: Building (Residential) Inspection Type: Building Final Work Classification: Alteration Phone Number. 3058042767 Parcel Number: 1121360130160 Phone Number: Building Department Comments RELOCATION OF KITCHEN TO EXISTING ENCLOSED FLORIDA ROOM . CONVERSION OF EXISTING KITCHEN TO OFFICE . ADDITION OF SMALL BATHROOM , ( NO ADDITION TO EXISTING FOOTPRINT OF HOME) Checklist Item General Comments Passed False Comments Passed d Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments November 19, 2018 For Inspections please call: 305-762-4949 Page 1 of 33 )" C., \`15)cr 4C h2O n\T \ Z\ BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED JUN 0 7 2017 BY: FBC 2014' Master Permit No. )1C11 — 1 4 Sub Permit No. jBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3`A0 we City: Miami Shores County: Miami Dade Zip: 3 31 3g Folio/Parcel#: It — 2- '3 (o — 0 t3 •— 0 1( 0 Is the Building Historically Designated: Yes NO )C% Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): DA/ /1 S--H aiv UvJvY' CVVI Address: 3cto NG (DLt s ± Phone#: So S Z13 0647 City: 1" 1 ad°^ : 'V>0`5 State: Zip: 3 3 1 3 rY Tenant/Lessee Name: Phone#: Email: CC` �l�Ai1n 0 `1 I E a VoJ. C. CONTRACTOR: Company Name: Address: City: State: Zip: -\-a(Yvc 0w f\( r Phone#: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: U C'rV C.O. Address: Q. 0 . &).0 c 300 \ ct Value of Work for this Permit: $ CO �000• 00 Phone#: 305 S l.a -- C030 City: ri tf M� uSLwi`e s State: FL Zip: 3 3 13 X Square/Linear Footage of Work: Type of Work: ❑ Addition r5ZP Alteration I - ❑ New ❑ Repair/Replace /❑ Demolition Description of Work: e•,vC.t,,1-1 oN o-k C1� A"t/�'-N 4 k c 5 �1 N ' em,,,oS_ +mot tau 1�_ �r'1 . C" Nivtr S 1 O N �r P:10 S� r All e N -iv t t� CA 1 or, o T SM�U (� 6a4 v1 ✓1).7M , NO [}.6..,{i I - o NS -TV ehol S 1-11Ny I`UJA-Vii i V N'/vt e Specify color of color thru tile: Submittal Fee $ 2.03 .r Scanning Fee $ • Permit Fee $ C° Radon Fee $ ` CCF $ l✓co, Co/CC $ DBPR $ "l - , Notary $ Technology Fee $ (9 - Ci) Training/Education Fee $' ti'V Double Fee $ Structural Reviews $ (20.CiZ) 1 "Ct) i2Bond $ r— 'C3 TOTAL FEE NOW DUE $ L 033 (Revised02/24/2014) "Bonding Company's Name (if applicable) Bonding Company's Address City State Zip [� N U v), fe.ae..r-u.l C,-a„ Mortgage Lender's Address -1 0 Oi SE 1 S r n _�/-s r'. L • Mortgage Lender's Name (if applicable) City M I [Jn 1 State r L Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature . ' Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Ith day of 0n1'( , 20 )7 , by day of , 20 , by Ch6Sfit an -1Y- (I\An'\, who is personally known to , who is personally known to me or who has produced nV'er l l CVIS e as me or who has produced as identification and who did tak- . - .. . identification and who did take an oath. NOTARY P C: NOTARY PUBLIC: Sign: Print: Seal: ************ `s1�pY P%„,, W YANADY ' ' 0 a1 ,.1 MY COMMISSION 4 FF 214031 sv.igf EXPIRES: March 25, 2019 Bonded Thai Notary PU Undom/Alers APPROVED BY Sign: Print: Seal: Plans Examiner Zoning Structural Review (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: (�SCn Vr*r DATE: b\o1zon ADDRESS: 3q O N 1 o 4 -rr Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses requiredby stater law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial Op 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease,/which violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial vv✓. 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial VV/ • 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial CAO 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk, Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 0.0 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/c!lb/!ndex.html Initial C4) 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: oclO N E 104 Initial CAJ) 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial GO Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 111\ day of 20 11 BY a1CIS-1-iGY\ S . bUrArYl(Y) who was personally known to me or who has Produced there License or .1r'�v t `j(VAS •t. OWNER as identification. YANADY PRIETO : ;,; ,., ;,: MY COMMISSION # FF 214031 %a•,rI'a EXPIRES: March 25, 2019 -4 61`',, Bonded Thru Notary Public Undenwiters Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained b jP4— to perform special inspector icesl iinder the Florida Building Code 5th Edition (2014) and Miami D e C nty Administrative Code at the V NWitrldw gy p' project on the below listed structure as of Lee 24i r) (date). I am a registered architect/professional engineer licensed in the St to of Florida. Process Number: /.— 1 - 16 i(--( Special Inspector for Reinforced Masonry; Section 2122.4 of the FBC 5th Edition (2014) Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector _ Trusses > 35 ft. long or 6 ft. high Steel Framing and Connections welded or bolted Soil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or Iicensurc to perform the duties assign by Special Inspector. The qualifications shall include licensurc 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 Fundamentals Examination: or registration as building inspector or general contractor. I (we) will notify the Miami Shores 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 Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .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 work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and pr• essional judgm>nt those portions of the project outlined above meet the intent of the Florida Building de a are in . • 1 accordance with the approval plans. Signed an Date: Engineer/Architect Name \11 ion-% J . Kee Print Address 71(7 NLQ1 BUILDING INFORMATION Design Wind Speed Ultimate Ultimate Wind Velocity (mph) 175 Nominal Wind Velocity (mph) 135.6 Exposure C Internal Pressure . Height above ground (z) -(ft) 20.0 Standard Wall Height - (ft) 9.5 Mean Roof Height (h) - (ft) 12.0 Building Width (ft) 55.5 Building Length (ft) 67.5 Roof Slope (x:12) 3.0 Roof Angle (degrees) 14.04 (a) Edge Strip (ft) 4.80 End Zone (ft) 9.60 Parapet Along Roof Perimeter (ft) WINDLOADCALC.com bu� brucec Wind Load Program JOB INFORMATION Client Dunham Residence Address 390 NE 104th Street Company bruce & bruce, Inc. Job Number Preparer Victor J. Bruce - AR-0017103 TOPOGRAPHIC FACTOR Hill Shape Flat - No Hill H, (ft) 0.0 Lb, (ft) 0.0 x, (ft) 0.0 z, (ft) 0.0 WIND LOAD DESIGN INFORMATION C APPLYING WIND LOAD FOR: ZONE OPENING ELEVATION (feet) WIDTH (feet) LENGTH (feet) EFFECTIVE WIND AREA (sqft) Ultimate Wind Load Pressures NOA Approval Number Max Pressure Per NOA Manufacturer Model Number MAXIMUM POSITIVE PRESSURE (pst) MAXIMUM NEGATIVE PRESSURE (psf) WALL OPENING INFORMATION Doors 101 4 1.8 5.0 6.8 34 48.9 -54.3 102 4 1.8 2.8 6.8 19 51.3 -56.7 Windows 101 4 4.8 2.5 4.0 10 54.0 -59.4 102 5 4.8 2.5 4.0 10 54.0 -75.6 103 4 4.8 5.5 4.0 22 50.7 -56.1 104 4 4.8 2.2 3.2 7 54.0 -59.4 105 4 4.8 4.0 4.0 16 52.0 -57.4 106 4 4.8 2.5 2.5 6 54.0 -59.4 www.windloadcalc.com 8/25/2017 Pagel BY: JM DATE:02/18/17 CHECK BY:JM DATE02/18/17 G2 Consulting Group,Inc. JOAQUIN MONTESINO, P.E 9725 SW 4 th TERR., Miami, Florida 33174 PH (786)2940032, Fax (786)2940032 Lic # 69969,CA 25882 SUBJECT:dunham RES Miami Shores , Florida CALCULATION TITLE SHEET '.. SHEET No.1of 19 JOB #:2001 . .... • • .... Job Name : INTERIOR RENOVATION.... Client: Mr. DUNHAM Job Address : 390 NE 104TH STREET Miami Shores, Florida 33138 Job Type : RESIDENTIAL . • .... • .. • .. • • .. •. . • .. .. • • .. .. • • • • . • • • . .: • . ... • Building Code :.F.B.C.-2014-Edition•\aJ..��EN ./s. •ss o. Building Dept : City of Miami Shore§ • • The undersigned hereby certifies that the enclosed/ calculations were prepared either by myself or under ay, liSkSt supervision. For the computer runs, if any, input was prethr and the output data analyzed and interpreted in the sa e manner prior preparation of the construction documents. Therefore, I accept professional responsibility for my 1, Luz - STATE O.F '�COR\OP• •��j� �N 1111111\\\ • 1• G2 Consulting Group, In Job:DUNHAM JOAQUIN MONTESINO PE Sheet No: 2 of 9725 S.W. 4 th TERR. Calc by: JM Date:9/10/17 Miami, FL 33174 Checked by :JM Date:9/10/17 LIC# 69969, CA 25882 WIND LOADS PER ASCE7-10 EXPOSURE :C Roof angle: (0 Deg.) < 0 < = (7 deg ) Roof angle: o e :_ — 0 := atan(slope) 0 = 4.764.deg 12 1 7.77 mph Mean hight (h := 15ft Topographic Factor Kzt := 1.0 Velocity pressure Exposure Kz := if - 2 (h < 15ft) , 2.01 • Z a g 2 ih"a ft 2.01 — Zg/ Wind Directionality Factor Kd := 1.0 Basic Velocity Pressure qh := [0.00256•Kz•Kzt•Kd•(V)2]•psf qh = 66.55•psf a. := 9.5 • jig := 9od... • • . .. . • • •. • . • •... • •.•. •. • • • • • • • • • • • • •• Kz=0.85 •• • . • • • • • • . . ••• • .• • •. . .• • • • • •.. • • • •• .: • • • • •• • • G2 Consulting Group, In JOAQUIN MONTESINO PE 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 "Wood Flat ROOF " zone : 1 A1j := 1ooft2 Gcp := —1.1 + 0.1oo•1og 2 �ft P1j :_ [qh.[Gcp — (—Gcpi)] + lopsf]•o.6 zone :2 A2j := 1 ooft2 Nan := —2.500 + 0.70• 1og /A2P 2 `ft P2j :_ [gh•[Gcp — (—Gcpi)] + lopsf]•o.6 Joo:DUNHAM Sheet No: of Calc by: JM Date:9/10/17 Checked by :JM Date:9/10/17 Gcpi := 0 Gcp = —0.9 •••• P1j =—29.938•pp (netwindpressure) .. • • •• o Gcp = —1.1 • • • • • • • •• •• • • • • • • • • • • •• • • • • • ••• •• • • • • • • •• •• • • • • ••• • • • • • • • • • • 11:7j =—37.925•p (netwindpressure) zone :3 A3j := iooft2 ,ct:= 0 Gcp3 := —4.5 + 1.7.1og Gcp3 = —1.1 P3j := [qh.[Gcp3 — (—Gcpi) + lopsf]•o.6 `P3j =—37.925•p (netwindpressure) (A3j ft2 , g2 consulting group,inc joquin montesino, p.e 9725 sw 4 terr miami fl 33174 lic # 69969 CA 25882 WIND LOADS PER ASCE7-10 EXPOSURE :C Roof angle: (7Deg.) < 0 < = (27 deg ) Roof angle: sN:= 5 12 := 175; mph Importance Factor I:= 1.00 Topographic Factor Kzt := 1.0 Velocity pressure Exposure Kz := if (h < 15ft), 0:= atan(slope) 0 = 22.62•deg Mean hight h := 151/ 2 2.01 (15)a \ZS , 2.01- Wind Directionality Factor Kd := 1.0 Basic Velocity Pressure qh := [0.00256•Kz•Kzt•Kd•(V)2•Il•psf qh = 66.55.psf 2 /h\a ft g/ Job. Sheet No: of Calc. by: JM Da e:9/28/17 Checked by :JM Date:9/28/17 a := 9.5 Kz = 0.85_ •••• Z� :900 •+•••` •• • • •• • • • • • • • • • • . •• •• • • • • • • • • •• • • . • •••• • •• • • • • • • •• •. . • • • • • • • ••• • • • •• ' g2 consulting group,inc joquin montesino, p.e 9725 sw 4 terr miami fl 33174 Iic # 69969 CA 25882 "Exist. Wood Rafters zone : 1 Negative and without overhang 2 Aj :_ (8ft) Aj = 21.333 ft2 3 Gcp := -0.9 if Aj <_ 10ft2 -1.0 + 0.100.1og Aj if 10ft2 < Aj < 100ft2 \ft2 / - 0.8 if Aj > 100ft2 Gcp = -0.867 Gcpi := -0.18 Job;DUHHAM Sheet No: 5 of Calc. by: JM Date:9/28/17 Checked by :JM Date:9/28/17 •... • •• • • • • .••• .. • • •• • • • •••• • .... . . ••S. • • •• .. P1j := [gh•[Gcp - (-Gcpi)] + lOpsf]•0.6 rP1j =-35.812•psf (net wj#►dpteture) zone2 : Negative without overhang -1.7 if Aj <_ 10ft2 - 2.200 + 0.50.1og Aj \2 ft -1.2 if Aj > 100ft2 Gcp = -1.535 • • • • • •• • if 10ft2 <_ Aj <_ 100ft2 n7GJ�;��n�GaL:= -0.18 P2j := [gh•[Gcp - (-Gcpi)] + 1Opsf]•0.6 zone3 : Negative without overhang - 2.6 if Aj <- 10ft2 [P2j =-62.501 •psf (net wind pressure) - 3.200 + 0.60•lug/Aj if 10ft2 5_ Ai <_ 100ft2 ft2 - 2 if Aj > 100ft2 Acjiiai„:= -0.18 • •• • • • • • .. .. . •• • • • • • • • .•. • • • •• ' g2 consulting group,inc joquin montesino, p.e 9725 sw 4 terr miami fl 33174 Iic # 69969 CA 25882 Gcp = -2.403 P3j := [qh.[Gcp - (-Gcpi)] + 1Opsf]•0.6 zone2 : Negative with overhang avi:_ -0.18 j -2. for all : Aj a.A:= [gh•[Gcp - (-Gcpi)] + 1Opsf]•0.6 zone3 : Negative with overhang 0.18 acze -3.7 if Aj <_ 10ft2 -4.9 + 1.2•log Aj if 10ft2 <- Aj <- 100ft2 ft2 -2.5 if Aj > 100ft2 Gcp = -3.305 Job:DUHHAM Sheet No: (}p of Calc. by: JM Da e:9/28/17 Checked by :JM Date:9/28/17 P3j=-97.126•psf (net wind pressure) [P2j = -89.03 p (net wind pressure) .... . • • •• •••• • • • ••• • • •• •••• • • •••• • • •• •• • • • • • • • • •• • i' := [gh•[Gcp - (-Gcpi)] + 1Opsf]•0.6 L3j == 133.166•psf, (net wind pressure) •. •••• •• • • • •• • • • • • • •• •• • • • • . ••• • • • • ••• • • • •'• • • • g2 consulting group,inc joquin montesino, p.e 9725 sw 4 terr miami fl 33174 Iic # 69969 CA 25882 Existing Wood Rafters Ag := 48ft2 i,:= -0.18 zone : 1 Negative and without overhang -0.18 - 0.9 if Ag <_ 10ft2 Ag\\ —1.0 + 0.100.1og — ft2// - 0.8 if Ag > 100ft2 Gcp = -0.832 if 10ft2 <_ Ag <_ 100ft2 P1g:= [qh.[Gcp - (-Gcpi)] + lOpsf]•0.6 zone2 : Negative without overhang - 1.7 if Ag <_ 10ft2 Ag ft2 -2.200 + 0.50•log - 1.2 if Ag > 100ft2 Gcp = -1.359 JobUHHAM Sheet No: of Calc. by: JM Date:9/28/17 Checked by :JM Date:9/28/17 g =-34.406•psf (netwitilpte • Pltsure) if 10ft2 <_ Ag <_ 100ft2 [��4 -0.18 P2g:= [qh.[Gcp - (-Gcpi)] + lOpsf]•0.6 • .... . • .... . . .. .. . . . . . • • • • • .. • 1P2g =-55.47•psf (net wind pressure) zone3 : Negative without overhang := -0.18 • .•• • • •••• • .. • • • • .•• .. . • • • • .. .. • • • • • • • • ••• • • • g2 consulting group,inc joquin montesino, p.e 9725 sw 4 terr miami fl 33174 lic # 69969 CA 25882 - 2.6 if Ag <_ 10ft2 Ag ft2l - 2 if Ag > 100ft2 -3.200 + 0.60•log Gcp = -2.191 if 10ft2 <_ Ai <_ 100ft2 P3g:= [qh.[Gcp - (-Gcpi)] + lOpsf]•0.6 [P3g = 88.688.psfj (net wind pressure) zone2 : Negative with overhang r -_ -0.18 MEE for all : Ag = [qh.[Gcp - (-Gcpi)] + 1Opsf].0.6 zone3 : Negative with overhang a':= -0.18 -3.7 if Ag <_ 10ft2 Aj " -4.9 + 1.2. log — ft2 - 2.5 if Ag > 100ft2 Gcp = -3.305 if 10ft2 <_ Ag <_ 100ft2 Job:JpUHHAM Sheet No: of Calc. by: JM Date:9/28/17 Checked by :JM Date:9/28/17 • • • •• • • ••.. • • •••• • •• • • • •••. • •••• •• • • • •• . 12g =-89.037•psi (netwiritf*Jttssure) • • • • • •• •• • • • • • • • • • • ••• • Vsv:= [Op [Gcp - (-Gcpi)] + 1Opsf]•0.6 [P3g =-133.166•pp (net wind pressure) •• • •• • •• • • • ••• • •• ' g2 consulting group,inc Job:DUHHAM joquin montesino, p.e Sheet No: Q of 9725 sw 4 terr miami fl 33174 Calc. by: JM Date:9/28/17 Iic # 69969 CA 25882 Checked by :JM Date:9/28/17 Door Pressures for building h<60ft Negative :zone4 ,4,:= 21ft2 2 GcP4 :=—1.2766 + 0.1766.1og \ft 2 p4 gh1GcP4 — (—Gcpi)]•0.6 [-48.84_ps Negative : zone5 Gcp5 :=—1.7532 + 0.3532.1og (A ft2 p5 qh.[Gcp5 — (—Gcpi)]•0.6 p5 =—58.547•psf Gcp4 = —1.043 Gcp5 = —1.286 positive :zone4 & zone5 21ft2 GcP45 := 1.1766 — 0.1766•log (A� \ft 2 p45 gh•[Gcp45 + (—Gcpi)]•0.6 Gcp45 = 0.943 p45 = 44.847•psfj • • • • •••• • • • •• • • •• • • • •••• • •••• • • • • •• •• • • • • • • • •• • • • . • • • • • •• •• • •• • • ••• • • • • ••• • • • g2 consulting group,inc joquin montesino, p.e 9725 sw 4 terr miami fl 33174 lic # 69969 CA 25882 window Pressures for building h<60ft Negative :zone4 Ate:= 10ft 2 x:_-1.2766 + 0.1766•log(—AA \ft g= gh•[Gcp4 - (-Gcpi)]•0.6 Negative : zone5 Gcp4=-1.1 p4 =-51.112•psf /A\ a^:_-1.7532 + 0.3532.1og — Gcp5 = -1.4 2 \ft / ,= gh•[Gcp5 - (-Gcpi)10.6 p5 =-63.092•psff positive :zone4 & zone5 ,A,:= 10ft 2 A\ �w:= 1.1766 - 0.1766.1og — ft2 i .;= gh•[Gcp45 + (-Gcpi)]•0.6 Gcp4.5 = 1 iP4 47.119•psf, Jobr;DUHHAM Sheet No: [1 of Calc. by: JM Date:9/28/17 Checked by :JM Date:9/28/17 • • • • • •• • • • • •••• • • •• •• • • • • . • • • • • •• • • • •••• • •• • • • •••. • •• • • • • • •• •• • • • • •• • • • • • • • g2 consulting group,inc joquin montesino, p.e 9725 sw 4 terr miami fl 33174 Iic # 69969 CA 25882 Wall Pressure for building h<60ft Negative :zone4 (8ft)2 4 3 A = 21.333 ft2 /A\ ,' -1.2766 + 0.1766•log — 2 \ft ,:= gh•[GcP4 - (-Gcpi)10.6 Negative : zone5 a := -1.7532 + 0.3532•log4—AA ft2 ,= gh•[Gcp5 - (-Gcpi)}0.6 positive :zone4 & zone5 (8ft)2 4, 3 A=21.333ft2 ti�:= 1.1766 - 0.1766•log 4 A \ ft2) � e gh1Gcp4 5 + (-Gcpi)}0.6 Gcp4 = -1.042 P4 =-48.792•ps.fj Gcp5 = -1.284 ps =-58.451•psf Gcp4 5 = 0.942 [134.5 = 44.799•psfi Job:DUHHAM Sheet No: of Calc. by: JM Date:9/28/17 Checked by :JM Date:9/28/17 := 8ft •••• • • • • •••• • • • •• • • •• • •••• • •••• • • •••• • • •• •• • • • • • • • • • • ••• • • • • • • • • • •• •• • • • • •• • • • • • ••• • • • •• G2 Consulting Group, Inc. JOAQUIN MONTESINO P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 ,Job:dunham Sheet No: 2 of Calc by:JM Date:9/29/17 Checked by:JM Date:9/29/17 COMBINED AXIAL LOAD & BENDING COMPRESSION FOR MASONRY WALL: VERTICAL LOADS : DEAD LOADS: 1DL_ 4201bfl LIVE LOADS: ILL := 0lbf) Maximun Calculated Axial Loads : P := DL + LL P = 420•lbf Calculated Axial Stress: P fa := — An fa = 14•psi An := 2.1.25in• 12in An = 30•in2 The Allowable Compression Stress is: Ifm := 1500psi h := 8ft h 2 Fa := .25•fm• 1 140•r := 2.66i4 Fa = 350.08•psi Check Compressive Stress in Masonry Mw•2 b•d2•j •k := 48in �d := 3.81 in ASCE7 - 10 ZONE5 : P=-58.5psf 8" cmu TRY : MASONRY WALL PARTIALLY GROUTED # 5 @48" • • • .. .. • • .... • • .... .... . • •• • • .... • .. . .... . • . • • .. .. . . . . ..• • • . . • • . ... . .. • • • .. • • G2 Consulting Group, Inc. JOAQUIN MONTESINO P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 Concrete Block: Block width: web thickness: hblock 7.625in tweb := 1in Shell thickness: tfs := 1.25in Block cell width: bcell 8in — 2'tweb Proposed spacing: !Spacing :=_48ir3 No R Ce11:= 1 Height of Wall: tom:= 8ft As p Ac p = 3.978 x 10 3 Es n := — Em n = 21.481 p.n = 0.085 Mw := 1 •w•12 8 Mw = 1872.1bf.ft k:= 4 2.n.p + (n•p)2 — n•p k = 0.337 k j:=1-3 ob:dunham Sheet No: t of Calc by:JM Date:9/29/17 Checked by:JM Date:9/29/17 been = 6-in hblock Ac :_(Spacing) tfs� + 2 tfs 1 l'(bceu + tweb)•No_R Cell Ac = 77.937.in2 As :_ .31inj Es := 29000000psi Em := 900•fm := 58.5psf w := Spacing•P w = 234•plf:= 8ft Fb := (-3 I•fm • • • • • •• • • •••• •••• • • ••• •• • • • • • • • • • • •• • • .•• • • •••• • •• • • • • .•• • •• • • • • • • •• •• • • • • • • • ••• • • • G2 Consulting Group, Inc. Job:dunham JOAQUIN MONTESINO P.E Sheet No: [if of 9725 S.W. 4 th TERR. Calc by:JM Date:9/29/17 Miami, FL 33174 Checked by:JM Date:9/29/17 LIC# 69969, CA 25882 j = 0.888 fb.— r Mw•2 b•d2•j•k fb = 215.728•psi fb — = 0.431 Fb CHECK BARS TENSION 1 2 MN,:= 8 •wl•1 MW = 468•1bf• ft MW As': j • d•Fs SPACING OF BARS _ As nxn , tFb = 500•psi ((—fa + fb \)= 0.471 s < 1.0 Fa Fbi fb Check := if fa + > 1.0, "NO GOOD" , "OK" [(Fa Fb) Check = "OK" (wi := 58.5psf l2 As. = 0.069• ft S = 53.772•in Zone 5 :Used #5 @ 48" i8$ fr-s := 241cs+ As := .31ini c i := 3.81 in • .•• • • • •• •••• • • • • • • • • ••• • • • • • • • • • • • • • •••• •• • • • • • • • • •••• • •• • • •• •• • • • • • • • • • • •• • •• • • • • •• • • • • • ••• • • • • •• • • • • g2 consulting group, inc Job: unham Joaquin Montesino p.e Sheet #: I of 9725 sw 4 terr miami fl 33174 Calc by:jm_D te:_9/817 ph/fax:786-2940032 Check by:jm Date: 9/8/17 lic:69969 COMBINED AXIAL LOAD & BENDING COMPRESSION FOR MASONRY WALL: VERTICAL LOADS : DATA : ITRY "" fc,'1_@ jambs DEAD LOADS: TRY 1#5 DL := 7071bf LIVE LOADS: LL := 01bf Maximun Calculated Axial Loads : P := DL + LL P = 707 • lbf Calculated Axial Stress: fa := — An fa = 12.16• psi An := 7.625in • 7.625in • 1 An=58.141•in2 The Allowable Compression Stress is: fm := 1500psi:= 83 r:= 2.2ir Fa :_ .25 • fm • Fa = 338.569 • psi 1 140•r h )2 Check Compressive Stress in Masonry Mw•2 fb = b•d2•j•k WIND VELOCITY : 175MPH EXP :C ASCE7 - 10 h := 8ft iZONE4 (pw, := 48 8psf • • • • •••• • • • • •• • •• • • •• • •• •••• • •••• • •••• • •• •• • • • • • • • • •• • • • • •• • • • • • • • •• •• • • • • •• • • • • • • • � • • • ••• • • • •• =g2 consulting group, inc Joaquin Montesino p.e 9725 sw 4 terr miami fl 33174 ph/fax:786-2940032 lic:69969 IN INE IF T� I I:= 8ir = 20in nMi As := .31in2 As P := Ac p=7.213x 10 3. Es n :_ — Em n = 21.5 p•n=0.155 Mw := 1 • w • h2 8 Ac = 42.98 • in 11 bar #5_1 Mw = 1.562 x 103 • lbf • ft k:= 42•n• p+(n• p)2-n• p k = 0.423 j:= 1 - k 3 j = 0.859 fb:= Mw•2 \b•d2•j •k fb = 394.84 • psi b:= I+21 tfs := 1.25in Es := 29000 • ksi Em := 900 • fm L w:= Pw' 21 fw= 195.2•p1f� Fb:=1•fm 3 Fb = 500 • psi fa + fb = 0.826 Fa Fb Jobigunham Sheet #: ' of Calc by:jm_Date:_9/817 Check by:jm Date: 9/8/17 Fi •:= 3.81in •••• • • • • • •• • • •••• •• • • •• • • • • • •••• • •••> • • •••• • • •• •• • • • •• • • • • • • • •• •• • • • • •• • • • • • • • ••• • • • • • • • • • •• • • • • • • • • • • •• 132 consulting group, inc Jo •dunham Joaquin Montesino p.e Sheet #: �of 9725 sw 4 terr miami fl 33174 Calc by:jm_Date:_9/817 ph/fax:786-2940032 Check by:jm Date: 9/8/17 Iic:69969 CHECK := if fa + fb <_ 1, "ok" , "not good" (Fa Fb) CHECK = "ok" check tension on reinf. for fc-1as iambs 2 Fs := 24ksi lbf As' := .311n j w=195.2•— ft ww:= 1) • w • h2 Mw j •d•Fs• 1.33 if(As <_ As' , "ok" , "not good") CHECK = "ok" NOTE : USE 1#5 VERT. As = 0.179 • in2 II < As' ok! • •••• • • • .. • • .. • • • . • .. .... .. • • • • • •••• • .. .. • • • • • • .. .... • • • • . • • • • • • • • • • • ..M G2 Consulting Group. Inc. JOAQUIN MONTESINO P.E. 9725 SW , 4Th TERR. Miami , FL 33174 LIC # 69969, CA 25882 Phone/Fax :(786)294-0032 DETAIL A Job:DUNHAM sheet: ( of CaI:JM Date:02/14/17 Check:JM Date: 02/14/17 USING WELDED HEADED STUD FOR TENSION LOAD —See pci Desing Handbook Use 1-1/2in diam stud le := 6in stud length fy := 50000psi steel yield stress fc := 3000psi compression on concrete Ab := 0.2in2 per stud Using : two studs dh := lin stud head p6 — 8 A0 := •V2•Ie•1r•(le + dh) Surface Area A0 = 186.601 •in2 Aneta •6*A0 Aneta = 111.96 • in2 Area assumed fairlure surface which, for a single stud not located near ifittP. edge, is taken to be that of a 45deg truncated cone • •' • "" • • • Reduced Area due adjustment factor for member thickne•cj vecini ��ty to member side effects. • • • • • • • • . • .•••• . . •. )_Strength based on_concrete, := 0.75 X:= 1 Ibf Tension Capacity for a single (1)Pc:= (11•Aneta•X.(2.8• 3000) . 2 in `4)Pc= 12.878•kip 2) Actual Ultimate Tension Force Ta := 2.2kip Actual Tension Force stud T„ := 1.68Ta Ultimate Tension Force T „=3.696•kip .• • • • • .. .. ..• . • • • • • • • • • • • • • •• • ••• • •• G2 Consulting Group. Inc. Job:DUNHAM JOAQUIN MONTESINO P.E. sheet: of 9725 SW , 4Th TERR. CaI:JM Date:02114/17 Miami , FL 33174 Check:JM Date: 02/14/17 LIC # 69969, CA 25882 Phone/Fax :(786)294-0032 �3 jControl CHECK := if(Tu <_ (1)13c, "ok" , "not good") CHECK = "ok" CHECK SHEAR B/T WOOD & SADDLE up := 2.2kip from nds 2007 table 11G dbl shear main member tm := 3.5in side member is := .25in steel pl Z. .55 sp #2 shear perp to grain use 2- 5/8" diam mb a307 Zperp := 1420Ibf n := 2 number of bolts Z'perp := Zperp •n Z'perp = 2.84 x 103 Ibf check := if(Z'perp >_ up, "ok" , "ok") check = "ok" •••• • • • • •••• • • • • •• • • •• • • • • • •••• • • • • • •••• ••• • • • •• • ••••• • •• •• •• • • • • • • ••• •• •• • • • • • • • • • • • • • • • • • • •• • ••• • • • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Nu-Vue Industries, Inc. 1055 East 29 Street Hialeah, Florida 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). 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 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building co ter • • This product is approved as described herein, and has been designed to comply with th ');lorida Btttltling • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia m idad e.aov/economy Code, including the High Velocity Hurricane Zone. : . • ". ' • .•.. DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Sttet Wood Conpectors • • APPROVAL DOCUMENT: Drawing No. NU-2, titled "NVTA and NVTAS, N /91 4 and tfyuifi 26, • • NVRT and NVTH", sheets 1 through 4 of 4, dated 04/15/2015, prepared by Nu-Vue 1G'Idustries, Inc'; signed • and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control wal stamp kith the"• Notice of Acceptance (NOA) nutnber and expiration date by the Miami -Dade Coups hgduct Control • • •• Section. : • MISSILE IMPACT RATING: None • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city N4J model/series, and following statement: "Miami -Dade County Product Control Approved", 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 NOA renews NOA # 12-0130.33 and consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MANMADE COUNTY APPROVED NOA No: 15-0507.01 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 Page 1 Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU-2, titled "NVTA and NVTAS, NVBH 24 and NVUH 26, NVRT and NVTH", sheets 1 through 4 of 4, dated 04/15/2015, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TEST "Submitted under NOA No. 05-0701.04" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. Report No. Wood Connector Direction Date 1. PT 02-4073 NVTA Upward 2. PT 02-4075 Upward 3. PT 02-4074 Upward 4. PT 02-3938 Upward 5. PT 03-4177 Upward 6. PT 03-4202 Upward 7. PT 03-4271 Upward 8. PT 03-4270 Upward 9. PT 02-4095 Up & Downward 10. PT 02-4096 Up &Downward 11. 31-22456.0002 Lateral 12. PT 04-4698 13. PT 04-503.6 NVTA NVTA NVTA NVRT36 NVRT36-T NVRT36-T NVRT24-T NVUH26 NVBH24 NVTA & NVTAS NVTH24 NVTH24 • •• .. . • • • • . . .... . . .. • . 11/06/02 11/07/02 11t46/02 • 08446/02 • 02f43/03 041i9/03 03127/03 • b3/27/03 • • O1717/03 • .1Q3/02 07106/02 Upward Parallel/Perpen&cular. 04/15/04 Upward Load • :.1Y/l6/04 • .. • . • . • • • .. C. CALCULATIONS "Submitted under NOA No. 04-1202.01" Report of Design Capacities prepared by Vipin N. Tolat, P.E. Product Model No. of Pages Date Signature 1. NVBM24 7 through 8 05/05/03 V. N. Tolat, P.E 2. NVRT 9 through 14 05/05/03 V. N. Tolat, P.E. 3. NVTA & NVTAS 1 through 6 05/05/03 V. N. Tolat, P.E. 4. NVTA & NVTAS 1 through 14 02/06/03 V. N. Tolat, P.E. 5. NVRT 15 through 15 07/07/03 V. N. Tolat, P.E. E-1 Carlos M. Utrera, P.E. Product Control Examiner NOA No: 15-0507.01 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 and 5" (2014) edition of the FBC, issued by Vipin N. Tolat, P.E., dated 04/29/2015, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA No. 09-1202.01 " ' ....' 2. No Financial Interest and code compliance letter issued by Vipin4. �'olat,�P F.3 on 03/26/2003 signed and sealed by Vipin N. Tolat, P.E. • ••• • E-2 .... . . .. . . .... . • .. .. . . . . . • ..• .. .. . • . • .• •• • . • . . .. . ... . • Car os M. Utrera, P.E. Product Control Examiner NOA No: 15-0507.01 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seot NVTAS H Length (in) Product Code Gouge Seat ' Gouge strap 16 NVTA-16 NVTAS 212 20 14 18 NVTA-18 NVTAS 214 20 14 20 NVTA-20 NVTAS 216 20 14 22 NVTA-22 NVTAS 218 20 14 24 NVTA-24 NVTAS 220 20 14 26 NVTA-26 NVTAS 222 20 14 28 NVTA-28 NVTAS 224 20 14 30 NVTA-30 NVTAS 226 20 14 36 NVTA-36 NVTAS 232 20 14 48 NVTA-48 NVTAS 244 20 14 No, of Fasteners each -strop 10d Moximum Allowable Lood (Ills) Uplift Single Strop Uplift Double Strops L1 Single & Double Strops L2 Single & Double Strops 5 757 1514 250 500 6 805 1510 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 nobs per strop. use double truss for double strops. General Notes: 1. Steel shall conform to ASTN A653, SS grade 33, min. yield 33 ksl, min. tensile strength 45 ksi and min. golvonlzed cooling of G 60 per ASTM A653. 2. Allowable loads and losteners ore based on NOS 2005/2012. 3. Design loads ore for S. Pine, specific gravity 0.55. Design foods for other species shell be odjusted per NDS 2005/2012. 4, Allowoble uplift loads hove been adjusted for food duration factor CD of 1.6. Allowoble gravity loads hone been adjusted for CO values of 1.0, per Coble 2.3.2 of NDS 2005/2012. Design loads do not include 333i increose for steel and concrete. 5. Concrete in Tie beams shall be min. of 2500 psL Concrete Masonry, Grout and mortor in concrete masonry shall be min. of 1500 psi. Concrete mosonry shall comply with ASTM C90. 6. Combined food of Uplift, L1 and L2 shall satisfy the following equation. AeWd Unlifl AllorobN Ud1I1 + 4 + e <-1,0 7. Allowoble foods ore based on 1)i" thick wood members unless otherwise noted. 8. Ali designs Conform to FBC 2010 and 2014. 1" TABLE 2 Truss Anchors NVTA and Riveted T H Length (in) Product Code Gouge seat Gouge strop 16 NVTA-16 NVTAS 212 20 14 18 NVTA-18 NVTAS 214 20 14 20 NVTA-20 NVTAS 216 20 14 22 NVTA-22 NVTAS 218 20 14 24 NVTA-24 NVTAS 220 20 14 26 NVTA-26 NVTAS 222 20 14 28 NVTA-28 NVTAS 224 20 14 30 NVTA-30 NVTAS 226 20 14 36 NVTA-36 NVTAS 232 20 14 48 NVTA-48 NVTAS 244 20 14 04411°P*4Ole ThoT Reinforcements Required %WI No. of Fosteners each strop 10d x 1.5" Moximum Allowable Lood (Ibs) Uplift Single Strop Uplift Double Strops LI Single & Double Strops L2 Single & Double Strops 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 •2374 520 630 'Note: For 8 or more nails per strop, use double truss for double strops. Porollel (_1 to wall Perpendicular to wolf L2 VIPIN N. TOLAT. PE (CIVIL) FL. REG. M 12847 16123 LANTERN CREEK LANE HOUSTON, TX 77088 • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • •• • • • • • ••• NIITA mil• • 14 • • •• • •• •• • • y • • • • • • • • PRODUCT RSNEWWC r sorprirs whbdie Plaids WIWI* Cods Maslow Pio WO 20 I.1/L.77` - - -- ProduccttC.a..d �-- Concrete Tie Beom or Tie Beam formed with concrete filled O — masonry Holes Dia. at" NVTA, NVTAS 24" 0 ti„ O Nu — V ue Industries. Inc, 1053-1059 Eost 29 Street Hioleah, Florido 33013 PHONE: (305) 694-0397 FAX: (305) 694-0398 NVTA AND NVTAS TRUSS ANCHORS DWG is Shoat: Date: NU-2 1 of 4 Ana 1$, aole 000 • • • • 4400 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • 0 000 • • lir Trues plate required to transfer load to bottom chard Truss plate required to transfer load to bottom chord Single Strap Single Truss 111 Required Reinforcements %Val Double Strap Double Trues Concrete Tie Beam or Tie Beam formed with concrete filled masonry For General Notes, see sheet 1 0 Reinforcements Required Concrete Tie Beam or Tie Beam formed with concrete filled moeonry Nags on Front do Back Shdl be off centered 5 Nate li groiJtiln.l • Nolo lid x 1. • • • • • • •• • • •• • • PROSFD ••• • • • •• Oullding Ore Aorepr.be Not• - <7./ 47i!T ••• •• • • • • • • By • • •• • • r • • •• . • • • • • • ••• • • • • • TABLE 7 Truss Anchors NVTH H Length (in) Product Code Gauge seat Gauge strop 12 NVTH-16 18 14 14 NVTH-18 18 14 16 NVTH-20 18 14 18 NVTH-22 18 14 20 NVTH-24 18 14 No. of Fasteners in each Strap 10d x 1.5" Maximum Uplift Loads (Ibs) Single Strap on Single Truss Double Straps on Double Truss 5 1032 2064 6 1222 2444 7 1275 2550 8 1329 2658 9 1383 2766 10 1437 2874 22 NVTH-26 18 14 24 NV1H-28 18 14 26 NVTH-30 18 14 32 NVTH-36 18 14 44 NVTH-48 18 14 VIPIN N. TOLAT. PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77088 11 1490 2980 12 1544 3088 13 1598 3196 1a• NVTH Nu —V u e Industries. Inc. 1053-1059 East 29 Street Hialeah, Florida 33013 Phone: (305) 894-0397 Fax: (305) 894-0398 NVTH ANCHORS DWG #: Sheet: Date: NU-2 4 of 4 April 15, 2016 Revisions: ••• • • • • • • • w • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • •