The URL can be used to link to this page

RC-16-3198 'Water and Sewer PO Box 330316 • 3071 SW 38 Avenue MIAMI-D DE Miami, Florida 33233-0316 VERIFICATION FORM T 305-665-7471 VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM A1O%T*1910es90v F-7 INV#: 29915 FORM#: 201761189 DATE: 1/24/2017 NAME OF OWNER: ANGELA M HENAO-M2017002527 PROPERTY ADDRESS: 10804 NW 2 AVE — PROPOSED USAGE/ ADDITION TO EXXISTING SFR WATER/SEPTIC PER PAPER PLANS N0. OF UNITS: REPLACES: PREVIOUS ESFR PER PTXA 1944 AND CCB PREMISE ID#0958373200 WATER ONLY ACCT USAGE/NO. OF UNITS: PROPERTY LEGAL: 136 52 41 SHORELAND HGTS PB 43-45 LOTS 12&13 FOLIO NUMBER: t—– 11-2136_002-0140 GALLONS PER DAY INCREASE: r 0 PROPOSED FLOW: 220 PREVIOUS SQUARE FOOTAGE: 1,677 ❑ NEW CONSTRUCTION PREVIOUS FLOW: I 220 PROPOSED SQUARE FOOTAGE: 1,895 F,/� INTERIOR RENOVATION ADOPTED FLOW: 0 ❑CRITICAL HABITAT F�SEWER ONLY THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N)_4_INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY,(OR,IF"WILL HAVE",UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT,(AGREEMENT ID# N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. Betkys Pares-New Business BY: /� RepreSentstive er'tJ'�"� G""�' a� SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: VF$30.00+$1200.00/1"SRV INST TOTAL$1,230.00**FOR NEW SRV INST ALLOW 8-10 WEEKS**PRESSURE TEST ACCEPTABLE FOR 4"WTR MAIN, MAX 5/8 MTR SIZE* THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N)_-_INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY,(OR,IF"WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID#N/A). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENTS SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE:NO GALLONS[0] GALLONS PER DAY INCREASE. Betkys Parera-New Business 14 "X BY: ^-4— Representative �r r SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: Subject to RER terms&conditions set forth in Consent Decree(Case No.1:12-CV-24400-FAM) or DOH Onsite Sewer Treatment&Disposal Rules&Statutes I THIS VERIFICATION LETTER CERTIFIES THE AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY,AND IT DOES NOT GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5360.SHOULD IT BECOME NECESSARY TO INSTALL A SERVICE LINE AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS. CONTACT NAME: CHRISTOPHER COX Printed On:1/24/2017 NB: Belkys Parera CONTACT PHONE: 95 1:28:31 PM PR: AUTHORIZED BY: t r Miami Shores Village'.. Building Department 10050 NE 2"d Ave. Miami Shores, FL 33138 305-795-2204 t Fax,305-756-89724 NOTICE TOMIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER.THE FLORIDA BUILDING CODE. 1(We)have been retained by MC I �A 2 to perform special inspector services-under the Florida - ng (._ )_.. .., tY ►�! Aa,f . Building Code-50 Edition 2014 and Miami Dade C un Administrative Code of the�O ��W 'project on the'below listed structure"as'of p IC .1. (date).I am a'registered 1 arch ite'ct/professional engineer licensed in the'State of Flon a. Process Number: Y Special Inspector for Reinforced Masonry,Section 2122.4:of the FBC 5th Edition(2014) _Miami Dadetounty Administrative Code,Article II Section 8.22 SpecialInspector for Trusses>35 ft..long or 6 ft.high Steel Framing and Connections welded or bolted L/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 perfor"m inspection* ' 3. 4 .. :...:. • ...... . ...... *Special inspectors utilizing authorized representatives shall insure the authorized representative is gU'dML"by ' :....: education or licensure to perform the duties assign by Special Inspector. The qualifications shall inclU tlitinsure 4% professional engineer or architect:graduation from an engineering education program in civil or structetA engineering; •• ";". graduation from an architectural education program;successful completion of the'NCEES Fundamentals£xaminatigir • ••••• ,or registration as building inspector or general contractor. *Gee** •• •••••• • l(we)will notify the Miami Shores Building Department of any changes regarding authori"ied i6eionnel. .••• • 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 MiamiShores 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 insrNtion log form and a sealed tatement indicating that,to the best of my knowledge, belief and i pro s�sional jud+nt those port ons of the project outlined above meet the intent of the Florida Building Cod d are in substantial accor ance with the approval plans. i Engineer -rchifect Name 14 I 1-,D)t4 W . lt,S Signe and Se led Print �C Date: Address (�� ay ��, 0-To �lAfrljlF(, )(p, i i i MILTON CUBAS, P.E., INC. t 1302 N.E. 125 Street—North Miami—Florida 33161 Phone(305)891-4174 Fax(305)891-4175 E-mail: miltoncubasra)msn.com www.miltoncubaspe.com PAGE '/3a COVER SHEET DATE: October 10, 2016 PROJECT: ANGELA HENAO. RESIDENCE. ADDRESS: 10804 NW 2ND AVE, MIAMI SHORES, FL 33168. 9999.. • 9999.. • a .. CLIENT: M C I CONTRASCTOR 990:60 6 •••••• 000090 9999.. 9999 .. 9 9999 .. 9999.. .. 9999. DESIGN BY:MF sees .9 9 6:6 9999.. 6 9999.. 9999.. . . 696669 6 .This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 34. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code recjuiret,ents, 1 using nationally recognized computer software and in-house developed software. Prior to orri issicning into service,the in-house developed software was thoroughly checked by performing parallel m ual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 throug 3 . ilton Cu ash Certification Authorization# 27267 F.L Reg. P.E # 51902 S.I: # 6999901 MILTON CUBAS, P.E., INC. 1302 N.E: 125 Street—North Miami—Florida 33161 Phone(305)891-4174 Fax(305)891-4175 E-mail: miltoncubas(bmsn.com www.miltoncubaspe.com ti PAGE "/34 w INDEX DESCRIPTION PAGE Wind Pressure Main 1 Wind Pressure Component & Cladding 4 Straps Design 6 Straps Approved 14 •Masonry Design 30 ....... . . • •fooling fL dsAry Design 32 ...... . ...... ..... .. . .... ...... .. . .. .. F 1/34 MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 c n.inecaenterprises.com. Date 8/15/2015 Project No. Company Name Milton Cubas, PE, Inc. Designed By me j Address 1302 NE 125 St Description NEW HOUSE City North Miami Customer Name : State :.ri Proj Location : 10804 NW .7ad Ave, Miami Shores File Location: C I CONSTRUCTION ( ORLANDO LA ROCA)\10804 NW 2nd Ave, Miami Shores, FL 33168 (window pressure')•\CALCULATIONS\LO QUE MANDO SINDY\CALC\10804 NW 2nd Ave, Miami Shores, FL 33168.wnd { -----°-Directional Procedure Simplified-Diaphragrm Building (Ch 27 Part- 2)- - --- --�--�-- All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = t0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft F At = 0.11 Bt = 1.00 Am = 0.15 Bm = F0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 2.57 : 12 Slope of Roof(Theta) = 12.09 Deg Ht: Mean Roof Ht. = 13.00 ft Type of Roof = Gabled t RHt: Ridge Ht = 16.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 2749.00 ft^ 2 Bldg Length Along Ridge = 48.00 ft Bldg Width Across Ridge= 52.00 ft Gust Factor Category'I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 0 • 0 • .000. 0000.. Gust Factor Category II Rigid Structures - Complete Analysis 0 .• 0 0 • Zm: 0.6*Ht =••15!00 fit•••i• •• ( lzm: Cc* (33/Zm)^0.167 A'••;u:23 * ��•••� Lzm: 1* (Zm/33) ^Epsilon 9042.7'06 ft ' :...•: Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 =•008.92 ;•. •. • • Gust2: 0.925* ( (1+1.7*lzm*3.4*Q)/ (1+1.7*3.4*lzm) ) =•••0.8'8 • '• ":•�. 0000•. .. . 0000• Gust Factor Summary .•�••• •••� 0000•• l Not a Flexible Structure use the Lessor of Gustl or Gust2 =..9•4.85 • •� \ . . • 0000.. 0000.• Table 26.11-1 Internal Pressure Coefficients for Buildings, GC PSI . • • GCPi Internal Pressure Coefficient =•�+r•-Q.18 0000 Topographic Adjustment t 0.33*z 4 .29 Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z) ]^0.5 = 175.00 mph t Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 52 ft wall L/B = 0.92 ph: Net Pressure at top`of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf 2/34 pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.99 psf y MWFRS-Wall Pressures for Wind Normal to 48 ft wall L/B = 1.08 ph: Net Pressure at top of wall (windward + leeward) = 38.28 psf p0: Net Pressure at_ bottom of wall_ (windward + leeward) 38.28 psf ps: Side wall pressure acting uniformly outward = .55 * ph = 20.99 psf pl: Leeward wall pressure acting uniformly outward = .37 * ph= 14.20 psf pwh: Windward-wall pressure acting u`nifo`rmly outward• ph-J51= -24'.-09 psf pw0: Windward wall pressure acting uniformly outward p0-pl = 24.09 psf See Fig 27.6-2 fo'r' Parapet wind Roof Pressures pressures See Table 27.6-2 Mean roof ht. ph Wall Pressures W-=nb See Table 27.6-1 b' Plan • Elevator ••••• �• ••.•� Net Wind Pressures on Roof (Table 27.6-2) : •�.... Expgsu4e AdJVgtg�ent Factor 1.000 ' ZoNe • • load Casel Load Case2 •••••• Psf Psf •..... -'=-- . .--------- ---------- 1 ; •••• .00 .00 2 .00 .00 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. r 3/34 a -,, - .y._.-•'- �.._. __ ._..-----•--+.-..rte.- _ °'r. ;,�� _..._._.._.....__ ..,..��—_ ._ ...—�....,,..:�.. Gabled Roof r Roof Overhang Loads (Figure 27.6-3),: I Load Case 1: Povhl: Overhang pressure for zone 1 = �00 psf Povh3: Overhang pressure for zone 3 = -27.03 psf Load Case 2• Povhl: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = .00 psf 1�s or Iia r . 666.60 of 0 00900 T T 606.0• • •0000• • 0 •6•••• ***See :9. 0. 0000 9 00 e0:609 3 9 •0000• •• • •0.0• 9' • • • • • 00 •• .k • •• ••00:• • • • • 6 • • • 6666•• 6666•• • • • •0609• 666* • • 0I 7 i 4/34 NECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MEGA Enterprises, Inc. Copyright 2015 w-.,rw.mecaenterprises.coir. Date 8/15/2015 Project No. Company Name Milton Cubas, PE, Inc. Designed By me Address 1302 NE 125 St Description NEW HOUSE City North Miami Customer Name State FL Proj Location 10804 NW 2nd Ave, Miami Shores Fi=c Location: \\nu'ton\Documents\M C I CONSTRUCTION ( ORLAN ^ LA ROLA)\10.804 NW 2nd Ave, Miami Shores, FL 33168 (window pressure)\CALCULATIONS\WIND PRESSURE_wnd y •. Roof hot shmf' SE 4 1': 1 .: 2 7:_.1 ;:2 1t. a 1 1 l 13 31 1 .1 1�a[ls Gable Roof iz--8 4 _ . .;..Wnd Pressure on Components and Cladding (Ch 30 Part 1) ) •:•��• All ?5res4d;es:shown are based upon ASD Design, with a Load Factor of . 6 •••••• • •&Iidth of Pressure Coefficient Zone "a" = 4.8 ft �••�� •Descrip"""LOU Width Span Area Zone Max Min Max P Min P • • • •• •••• ft ft ft^2 GCp GCp psf psf ------------------------------------------------------------------- • • • • • •••:•• DOOR 3.00' Y,4k,• 3.00 6.67 20.0 4 0.95 -1.05 38.25 -41.64 •••••• D0t"3.90' X'J6,16, 3.00 6.67 20.0 5 0.95 -1.29 38.25 -50.02 •. DOOR• 3.33' Xa�.0 3.33 8.00 26.6 4 0.92 -1.02 37.50 -40.89 0;•000 DOOM 3.33' X. 8•.0 3.33 8.00 26.6 5 0.92 -1.25 37.50 -48.53 WI01>-1-14' X 4.1 1.54 4.17 6.4 4 1.00 -1.10 40.05 -43.45 �••••: WIND 1.t4' ).•4•.1 ; 1.54 4.17 6.4 5 1.00 -1.40 40.05 -53.63 WIC`-?.,08' h• 4.•1• 3.08 4.17 12.8 4 0.98 -1.08. 39.40 -42.79 WIND ".08' X 4.1 3.08 4.17 12.8 5 0.98 -1.36 39.40 -52.33 WIND 2.42' X 4.1 2.42 4.17 10.1 4 1.00 -1.10 40.03 -43.42 WIND 2.42' X 4.1 2.42 4.17 10.1 5 1.00 -1.40 40.03 -53.58 WIND 3.08' X 3.0 3.08 3.08 9.5 4 1.00 -1.10 40.05 -43.45 WIND 3.08' X 3.0 3.08 3.08 9.5 5 1.00 -1.40 40.05 -53.63 WIND 4.00' X 6.6 4.00 6.67 26.7 4 0.92 -1.02 37.50 -40.89 WIND 4.00' X 6.6 4.00 6.67 26.7 5 0.92 -1.25 37.50 -48.52 WIND 1.54' X 3.0 1.54 3.08 4.7 4 1.00 -1.10 40.05 -43.45 WIND 1.54' X 3.0 1.54 3.08 4.7 5 1.00 -1.40 `40.05 -53.63 WIND 0,75' X 3.0 .00 3.00 3.0 4 1.00 -1.10 40.05 -43.45 WIND 0,75' X 3.0 .00 3.00 3.0 5 1.00 -1.40 40.05 -53.63 WIND 3.00' X 4.0 3.00 4.00 12.0 5 0.99 -1.37 39.58 -52.68 WIND 3.00' X 4.0 3.00 4.00 12.0 5 0.99 -1.37 39.58 -52.68 TRUSSES 2.00 17.00 96.3 1 0.30 -0.80 16.40 -33.32 TRUSSES 2.00 17.00 96.3 2 0.30 -1.21 16.40 -47.11 TRUSSES 2.00 6.00 12.0 2 0.48 -1.66; 22.54 -62.47 TRUSSES 2.00 6.00 12.0 3 0.48 -2.55 22.54 -92.75 5/34 TRUSSES 2.00 30.50 310.1 1 0.30 —0.80 16.29 —33.26 TRUSSES 2.00 30.50 310.1 2 0.30 —1.20 16.29 —46.84 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 y Qhcc: .00256*V^2*Khcc*Kht*Kd = 33.94 psf r a ...... . ...... i r r ' r k PROJECT: 6134 MILTON CUBAS�..P_E_� 7NC_ �i1 --�ONSLTLTINO ENOINPSA SUBJECT: STRAP DESIGN M11toa cubla• + ADDRESS: 10844 NW 2 AVE.,MIAMI SHORES,F 1302 r4 3B. 125'STT -Not-th..Miatni,'.Florldn 33161 DATE: 8/1512016 SHEET No. Phone305-891-4174,Fax:305-891-4 173 E-taa1L-.traoubaa99Qwor1�lt�et.att:net DESIGN BY: MF OF STRAP DESIGN BASED ON ASCE 7-10 ENTRYDATA GRAVITY = D + L P, P2 Wind Pressure -78.33333 psf (ULTIMATE) f Wind Lateral Ult 65 psf(MWFRS) DEAD LOAD 2.5 psf LIVE LOAD 30 psf .. L1 2.00 ft _ _- .IT a .»-......s�..»-�,------•-• L3^-��_ ___.... •....�. - TOTAL L2 12.50 ft r NET UPLIFT = 0.6D + 0.6WIND L3 2.00 ft P PZ Bldg.Width 48.00 ft L5 _ LB Bldg. Height 10.00 ft Parapet Height 1.50 ft LAT LAT JOIST SEPARATION 24 in 2 CONCENTRATED LOAD u , 1 Lz L3 P1 P2 TOTAL _l. DEAD LOAD 0.0 Ib 0.0 lb "Russ seP LIVE LOAD 0.0 Ib 0.0 Ib t A r��N aj) WIND LOAD 0.0 Ib 0.0 Ib � ti L4 • ...i 0.00 f c\ L5 6 6.O.ot+ft cqT� L . • •....• ••.• •" • •••• TOTAL• •. •.•••.16.5 It STRAP 1: USE(1)NVTHA-24 BY NU-VUE W1(18)10d-1 1f2"FASTENERS • ***05 •• • •• •12.50 It INTO DOUBLE S T RAP&(6)10d-1 112"FASTENERS INTO SEAT •• REACTION 1 :o:**: NOA: 16-0201.22 •.••• pan ..•...•• • t.25 It GRAVITY NA •... ravity (Concentr000 .) .o• :0.0 Ib UPLIFT 2649.0 Ib [OK] • Gravity:(D4%t btited) 907.5 Ib LATERAL 1 1575.0 Ib [OK] o Total Gravity(R1) 907.5 lb LATERAL 2 2175.0 Ib [OK] 0.6 D 10 psf STRAP 2: USE(1)NVTHA-24 BY NU-VUE WI(18) 10d-1 1/2"FASTENERS 0.6 W -47.0 psf INTO DOUBLE STRAP&(6)10d-1 112"FASTENERS INTO SEAT Net Uplift(Concentr.) 0.0 Ib NOA: 16-0201.22 Net Uplift 940.5 Ib GRAVITY NA Total Net Uplift(R1) 940.5 Ib UPLIFT 2649.0 Ib [OK] REACTION 2 LATERAL 1 1575.0 Ib [OK] Span 8.25 it LATERAL 2 2175.0 Ib [OK) Gravity (Concentr.) 0.0 Ib SUMMARY Gravity 907.5 Ib LOAD R1 R2 LAT 1 LAT 2 Total Gravity(R2) 907.5 Ib GRAVITY 907.5 Ib 907.5 Ib 0.6 D 10 psf NET UPLIFT 940.5 Ib 940.5 Ib 0.6 W -47.0 psf LATERAL 66.0 Ib 507.0 Ib Net Uplift(Concentr.) 0.0 Ib STRAP INTERACTION EVALUATION Net Uplift 940.5 lb Total Net Uplift(R2) 940.5 Ib Actual Uplift' + Act661 Lot 1 + Actual Litt 2 .r 1.0 LATERAL LOAD 1 ANALYSIS Allowable Uplift Allowable Lat 1 Allowable Lat 2 Lat.Wind Reaction 55.0 Ib@ft Strap 1 0.36 0.04 0.23 0.63 [OK] Load (LAT 1) 66.0 Ib (ASD) Strap 2 0.36 0.04 0.23 0.63 [OK] LATERAL LOAD 2 ANALYSIS Lat.Wind Reaction 422.5 Ib@ft Load (LAT 2) 507.0 lb (ASD) r { 7/34 d Project: Design: C MILTON CUBAS, P.E.,:INC. Subject: Inspection: - CONSULTING ENGINEER Address: Investigation: )ItUil CilbAS 10804 NW 2 AVE,MIAMI SHORES,FL 33168 ❑ 13 62 N E,,125:ST.'•North.Miami,,Florida 331L61Sheet No: w Phone'305-891-4174•Fax: 305-891`-4175= '� Job No. Date: Design By: Reports: 1 E-mail:,mcubas99@worldnet.att.net 8/15/2016 M.F. WOOD TRUSS REACTION ESTIMATION ZONE 2= 62,50 psf TILE= 10.00 psf ZONE 3= 93.00 psf zone 2 reduce= 56.5 psf L (Total)= 17.17 ft zone 3 reduce= 87 psf Slope X:12 3.00 DL= 25.00 psf OVERHANG= I 2.00 ft LL= 30.00 psf ...... dist from Corner= 4.00 ft a= 4.80 ft ,.•��, R1 •••••• • U6= 2.86 ft •• ..... R1 R2 '... .15 na • .... I - . Gravity 495 # 1417 # ; ; •�;. •• Uplift 783 # 198$ #' •�•�• •' Lateral 169 # 497 # •••••• STRAP RESISTANCE VALUES STRAP TO R1 RATIO STRAP TO R2 RATIO GRAVITY NA GRAVITY NA UPLIFT 1141 # 0.69 UPLIFT 2649# 0.75 LATERAL 1 NA 0.00 LATERAL 1 NA 0.00 LATERAL 2 1144# 0.15 LATERAL 2 2175# 0.11 =0.83 [OK] =0.86 [OK] Actuat" Upli 't + Actual Lot l + Actual Lot 2 A.11owable Uplift AllowableLatl Allcwoble Lat 2 USE STRAP TO R1: USE STRAP TO R2: BY: NU-VUE BY: NU-VUE STOCK No: NVHTA-24 STOCK No: NVHTA-24 ANCHOR: EMBED IN CONCRETE ANCHOR: EMBED'IN CONCRETE STEEL GAUGE: 14 STEEL GAUGE: 14 NAILS/FASTENER: (6) 10d x 1 -1/2" INTO STRAP & NAILS: (18) 10d x 1 -1/2" INTO STRAP& (6) 10d x 1 -1/2" INTO SEAT (6) 10d x 1 -1/2" INTO SEAT NOA: 16-0201.22 NOA: 16-0201.22 PROJECT: 8134 1rIILTON CiJHA.S- IF--IF INC_ T �� CO1V31TLT117O ENOiNSF1A SUBJECT: STRAP DESIGN Miltoa crabs• ADDRESS: 10804 NW 2 AVE.,MIAMI SHORES,.F 130.21-4.1a- 125 S-V- Not-th..rGU3 i..FIo Ul. 33161 DATE: 8/1512016 SHEET No. Ptaorae: 305-891-4174''Fax:305-891-4173- ' -'H=traiL•mcul>sa99Qworldtnetstt_taet DESIGN BY: MF OF _ STRAP DESIGN BASED ON ASCE 7-10 ENTRYDATA GRAVITY = D + L L)1Z:i1R1f:1U1&V LOAD P, P2 Wind,Pressure -78.33333 psf (ULTIMATE) < Wind Lateral Ult 65 psf(PAWFRS) DEAD LOAD 25 psf LIVE LOAD 30 psf 2 0,00 ft L2 L2 27.92 ft TOTAL NET UPLIFT = 0.6D + 0.6WIND L3 2.00 ft P, P2 Bldg.Width 40.00 ft T L4 _-L56 Bldg. Height 10.00 ft Parapet Height 3.00 ft LAT 2LAT JOIST SEPARATION 24 in 1 2 CONCENTRATED LOAD L, } L2 U P1 P2 T L TOTAL DEAD LOAD 0.0 lb 0.0 Ib TRUSS SEPARATE LIVE LOAD 0.0 Ib 0.0 lb UN CL3) WIND LOAD 0.0 Ib 0.0 ib z L4 0.00 ft 5 .o.0ctift �q T • **so TOTAL• •• ••••09.92 ft STRAP 1: USE(1)HLPTA75 BY USP STRUCTURAL CONNECTOR W/(40) ••••9 IL 5 •• • •• 21.92 ft 10dX1 112 INTO IDOL BLE STRAP • •• REACTION 1 ;•6••6 FL.1247.1 ••••• pan • ••• 1 i.96 ft GRAVITY NA •••.13ravity (Concentr.) • • 4.0 Ib UPLIFT - 3485.0 Ib [OKI • Gravity•(INGtriboted) • 1535.6 lb LATERAL 1 2315.0 lb [OKI Total Gravity(R1) 1535.6 Ib LATERAL 2 2085.0 lb [OKI 0.6 D 10 psf STRAP 2: USE(1)HLPTA75 BY USP STRUCTURAL CONNLC FOR Wl(40) 0.6 W -47.0 psf 10dX1 112 INTO DOUBLE STRAP Net Uplift(Concentr.) 0.0 Ib FL 1247.1 Net Uplift 1591.4 Ib GRAVITY NA Total Net Uplift(R1) 1591.4 Ib UPLIFT 3485.0 ib [OKI REACTION 2 LATERAL 1 2315.0 Ib [OKI Span 15.96 ft LATERAL 2 2085.0 Ib [OKI Gravity (Concentr.) 0.0 lb SUMMARY Gravity 1755.6 Ib LOAD R1 R2 LAT 1 LAT 2 Total Gravity(R2) 1755.6 Ib GRAVITY 1535.6 Ib 1755.6 Ib 0.6 D 10 psf NET UPLIFT 1591.4 Ib 1819.4 Ib 0.6 W -47.0 psf LATERAL 217.8 lb 624.0 Ib Net Uplift(Concentr.) 0.0 Ib STRAP INTERACTION EVALUATION Net Uplift 1819.4 Ib 11 Total Net Uplift(R2) 1819.4 Ib Actull Uplift + Actual Lat 1 + A&7t 6l Lat 2 � 1.0 LATERAL LOAD 1 ANALYSIS illrni a8te Uplift �1liostia8le Lat 1 nllau able Lat 2 Lat.Wind Reaction 181.5 Ib@ft Strap 1 0.46 0.09 0.30 0.85 [OKI Load (LAT,1) 217.8 Ib (ASD) Strap 2 0.52 0.09 0.30 0.92 [OKI LATERAL LOAD 2 ANALYSIS Lat.Wind Reaction 520.0 Ib@ft Load (LAT 2) 624.0 Ib (ASD) 9/34 Project: Design: i MILTON CUBAS .,P.E. ,TNC. subject: Inspection: CONSULTING ENGINEER Address: Investigation: Milton Cubas 10804 NW 2 AVE,MIAMI SHORES,FL 33168 ❑ 1,302 N E.,125 ST !North Miami,Florida 33161Sheet No: Ph6n6-',305'=891=41,74•Faz '365-891-41,75= Job No. Date: Design By: Reports:' E-mail:,mcubas99@worldnet.att.net 8/15/2016 M.F. WOOD TRUSS REACTION ESTIMATION ZONE 2= 62.50 psf TILE= -0.00 psf ZONE 3= 93.00 psf zone 2 reduce= 56.5 psf L(Total)= 27.92 ft zone 3 reduce= 87 psf Slope X:12 3.00 " DL= 25.00 psf OVERHANG= 2,00 ft LL= 30.00 psf ...... dist from Corner= 1 4.00 ft a= a.3� ft •. ••• • U6= 4.65 ft ••.�:. .:. R1R2 ' ...• ,. .. Gravity 495 # 2303 # 4 •.. ». .. ... Uplift 783 # 2965'# ••• • Lateral 169 # 741 # •••••• STRAP RESISTANCE VALUES STRAP TO R1 RATIO STRAP TO R2 RATIO GRAVITY NA GRAVITY NA UPLIFT 1141 # 0.69 UPLIFT 5500# 0.54 LATERAL 1 , NA 0.00• LATERAL 1 NA 0.00 LATERAL 2 1144# 0.15 1 LATERAL 2 NA 0.00 =0.83 [OK] ='0.54 [OK] Actual Uplift Actual Lat 1 Actual Lat 2 1 Allowable Upli f t Allowable Lat 1 A,1.?otiAvab1e Lat 2 _ USE STRAP TO R1: USE STRARTO R2: BY: NUNUE BY:' USP STRUCTURAL CONNECTORS. STOCK No: NVSTA=24 STOCK No: RFUS ANCHOR: EMBED IN CONCRETE ANCHOR: (4) 03/4"x 6"WEDGE BOLT STEEL GAUGE: 14 STEEL GAUGE: 12 NAILS/FASTENER: (6) 10d x 1 -1/2" INTO STRAP & NAILS: (12)WS3 INTO TRUSSES (6) 10d x 1 -1/2" INTO SEAT NOA: 16-0201.22 1 INOA: FL6223.5 10/34 Project: Design: MILTON CUBAS V.k l WC Subject: Inspection: CONSULTING ENGINEER _ ❑ Address: Investigation: Milton Cubes 10804 NW 2 AVE,MIAMI SHORES,FL 33168 ❑ 1302'NE.,125.St. -North.Miami,Florida 33.162 Sheet No: Phone:`305=891 4174Faze 305=89141.75= Job No. Date: Design By: Reports: E-mail: mcubas99@worldnet.att.net 8/15/2016 h F. WOOD TRUSS REACTION ESTIMATION ZONE 2= 1 62.50 psf TILE=F-10-0-0-1 psf r ZONE 3= 93.00 psf zone 2 reduce= 56.5 psf L (Total)= 13.00 ft zone 3 reduce= 87 psf Slope X:12 3:00 DL= 25.00 psf OVERHANG= 2.00 ft LL= 30.00 psf - • dist from4se�= 4.00 ft a= 4.80 ft •••••• ••••1U'6= 2W t•• R1 --- • Ra • • • • • ••• Gru tt :00:045 # 1073 # n •• Uplift ....J$3 # 1608 # •�' Waal 969 # 402 # •. ••• • • STRAP RESISTANCE VALUES STRAP TO R1 RATIO STRAP TO R2 RATIO GRAVITY NA GRAVITY NA UPLIFT 1141 # 0.69 UPLIFT 2649# 0.61 LATERAL 1 NA 0.00 LATERAL 1 NA 0.00 LATERAL 2 1144# 0.15 LATERAL 2 2175# 0.09 =0.83 [OK] =0.70 [OK] Actual Uplift Actual Lot 1 Adual Lat 2 A laowabe Uphi f t +All,owabl,e Lat 1 Aldowb-ble Let 2 `l.a USE STRAP TO R1: USE STRAP TO BY: NUNUE BY: NUNUE STOCK No: NVSTA-24 STOCK No: NVHTA-24 ANCHOR: EMBED IN CONCRETE' ANCHOR: EMBED IN CONCRETE STEEL GAUGE: 14 STEEL GAUGE: 14 NAILS/FASTENER: (6) 10d x 1 -1/2" INTO STRAP & NAILS: (18) 10d x 1 -1/2" INTO STRAP& (6) 10d x 1 -1/2" INTO SEAT (6) 10d x 1 -1/2" INTO SEAT NOA: 16-0201.22 NOA: 16-0201.22 11/34 i Project: Design: ' + 0 'MILTON CUBAS; P.E*q]1NC• subject: Inspection: CPCI CONSULTING ENGINEER E] r Address: Investiqation: Milton Cubas 10804 NW 2 AVE,MIAMI SHORES,FL 33168 ❑ 1302�NZ. 125 ST -,North.Miami,.Florida 33.161; Sheet No: Phone:1305=891-4`174 Fau 305-891-4175% Job No. Date: Design By: Reports: E-mail:,mcubas99@worldnet:att.net 8/15/2016 M.F. + WOOD TRUSS REACTION ESTIMATION ZONE 2= 1 33.50 psf TILE=FI-0700-1 psf ZONE 3= 47.50 psf zone 2 reduce= 27.5 psf L(Total)= 16.33 ft zone 3 reduce= 41.5 psf Slope X:1"2 3.00 DL= 25.00 psf OVERHANG= 2.00 ft LL= 30.00 psf ....... dist from Corner= 1 11.00 ft a= 4.80 ft . .. ... ......... �.ve�n..---... • — -•- • U6= 2.72 ft R1 '•"" .. ... R1 R2Ra ' • Gravity 845 # 2919 # + Uplift 638 # 2149 # •••e •• Lateral 151 #" 537 # :*Goes STRAP RESISTANCE VALUES STRAP TO R1 RATIO STRAP TO R2 RATIO GRAVITY NA GRAVITY NA UPLIFT 1141 # 0.56 UPLIFT 4175# 0.51 LATERAL 1 NA 0.00 LATERAL 1 NA 0.00 LATERAL 2 1144# 0.13 LATERAL 2 NA 0.00 = 0.69 [OK] =0.51 [OK] Actual Uplift Actual Lat 1 Actual`Lat 2 Allowable Uplift�Allowable Lat 1 + llowable Lat 2 l.f} USE STRAP TO R1: USE STRAP TO R2: r BY: NUNUE BY: USP STRUCTURAL CONNECTORS. STOCK No: NVSTA-24 STOCK No: MUGT15 ANCHOR: EMBED IN CONCRETE ANCHOR: (1) 05/8" STEEL GAUGE: 14 STEEL GAUGE: 12 NAILS/FASTENER: (6) 1 Od x 1 -1/2" INTO STRAP& NAILS: (22) 10d[(4)TOP,(d)FACE,(12)BACK] (6) 10d x 1 -1/2" INTO SEAT NOA: FL17240.5 NOA: 16-0201.22 i PROJECT: 12/34 MILTON CUBAS-.P-E_, 7-NC- CC~. CONSiJ1..ZTNO ENpLNBEtR SUBJECT: STRAP DESIGN M�ltoa�y.tsaa ADDRESS: 10804 NW 2 AVE.,MIAMI SHORES,F 1302 N.E. 125 ST. -Wor _:Mi.a-i,.Floddn 33161 DATE: 811512016 SHEET No. 3P-N-: 305-891--4174-Fax:305-891-41751 M_""i1° DESIGN BY: MF OF STRAP DESIGN BASED ON ASCE 7-10 ENTRYDATA GRAVITY = D + L P, P2 Wind Pressure -78.33333 psf (ULTIMATE) J.4 L5 L6 Wind Lateral Ult 65 psf(MWFRS) DEAD LOAD 25 psf LA LIVE LOAD 30 psf 2 L1 2.00 ft _. L TOTAI + L L2 17.00 ft NET UPLIFT = 0.6D + 0.6WIND L3 2.00 ft P, P2 Bldg.Width 17:00 ft ,_�4 Bldg. Height 10.00 It Parapet Height 1.50 ft LAT LAT i JOIST SEPARATION 24 in 2 CONCENTRATED LOAD L, L2 y L3 P1 P2 TOTAL DEAD LOADLOAD 0.0 lb OO lb 0' rRuss LIVE O Ib 0.0 lb SeP�y AT1ON (L3) WIND LOAD 0.0 Ib 0.0 Ib L4 0.00 ft ..... H 5 • • .0-Aft ••••• • •••••• FRS • •••i•f,.TOTAL* •• ••••••21 ft STRAP 1: USE(1)HLPTA75 BY USP STRUCTURAL CONNECTOR W/(40) • • • • • •••••4L5 •• • •• 1?.00 ft 10dX1 112 INTO DOUBLE STRAP 1 • REACTION 1 ;•;••; FL 1247.1 •••• Span • ••• • 1 Q.50 ft GRAVITY tNA •• gravity (Concentr.) ••• b.0 Ib UPLIFT 3485.0 Ib [OK] • travity(aictritoted) • 1155.0 Ib LATERAL 1 2315.0 Ib [OK] Total Gravity(R1 ) 1155.0 Ib LATERAL 2 2085.0€b [OK] 0.6 D 10 psf STRAP 2: 'USE(1)HLPTA75 BY USP STRUC I URAL C( NNECTOR WI(40) 0.6 W -47.0 psf 10dX1 112 INTO DOUBLE STRAP Net Uplift(Concentr.) 0.0 Ib FL 1247.1 I Net Uplift -- 1197.0 Ib GRAVITY NA Total Net Uplift(R1) 1197.0 Ib UPLIFT 3485.0 Ib [OK] t REACTION 2 LATERAL 1 2315.0 lb [OK] Span 10.50 ft LATERAL 2 2085.0 ib [OK] Gravity (Concentr.)' 0.0 Ib SUMMARY Gravity 1155.0 Ib LOAD R1 R2 LAT 1 LAT 2 Total Gravity(R2) 1155.0 Ib GRAVITY, 1155.0 Ib 1155.0 lb 0.6 D 10 psf NET UPLIFT 1197.0 Ib 1197.0 Ib 0.6 W -47.0 psf LATERAL 253.5 Ib 507.0 Ib Net Uplift(Concentr.) 0.0 Ib STRAP INTERACTION EVALUATION Net Uplift 1197.0 Ib Total Net Uplift(R2) 1197.0 lb' Actual Uplift + Actual Lat.I Actual Lat 2, r 1.0 LATERAL LOAD 1 ANALYSIS Allowable Uplift AltowableLat t AtlowableLat2 - Lat.Wind Reaction 211.3 Ib@ft Strap 1 0.34 0.11 0.24 0.70 [OK] Load (LAT 1) , 253.5 Ib (ASD) Strap 2 0.34 0.11 0.24 0.70 [OK] LATERAL LOAD 2 ANALYSIS Lat.Wind Reaction 422.5 Ib@ft Load (LAT 2) 507.0 Ib (ASD) 13/34 Project: Design: ❑ 1VIILTUN'CUBAS�,P.E.�.INC Subject: Inspection: C CONSULTING ENGINEER E Address: Investigation: I,. Miltgn C-dbAS 10804 NW 2 AVE,MIAMI SHORES,FL 33168 ❑ 1302 T1.E.:125 ST. North..Miami,•Florida 331'6i Sheet No: - Phot*'305-891-4174 i Faa 305-891-4175 Job No. Date: Design By: - Reports: E-mail:'mcubas99@worldnet.att.net 8/15/2016 M.F. WOOD TRUSS REACTION ESTIMATION ZONE 2= 1 62.50 psf TILE= ,,0.0o psf , ZONE 3= 93.00 psf zone 2 reduce= 56.5 psf L (Total)= 22.00 ft zone 3 reduce= 87 psf Slope X:12 3.00 DL= 25.00 psf OVERHANG= 2.00 ft LL= 30.00 psf ...... dist from Corner= 4.00 f# a= 4.80 Ift .. ... R1 ♦♦♦♦♦♦ U6= 3.67 ft .. R1 R2 • ... : • .. Gravity 495 # 1815 # Uplift 783 # 2427 '# Lateral 169 # 607 # •••••• ♦♦♦ STRAP RESISTANCE VALUES STRAP TO R1 RATIO STRAP TO R2 RATIO GRAVITY NA GRAVITY NA ' UPLIFT 1141 # 0.69 UPLIFT 3500# 0.69 LATERAL 1 NA 0.00 LATERAL 1 NA 0.00 LATERAL 2 1144# 0.15 LATERAL 2 2100# 0.14 =0.83 [OK] =0.84 [OK] Actual U l t + Actual Lat l Actual La.t 2 l Allowable Uplift t A lowab e Lat 1 A floc{mule L0 2 r USE STRAP TO R1: USE STRAP TO R2: BY: NUNLIE BY: USP STRUCTURAL CONNECTORS. STOCK No: NVSTA-24 STOCK No: MUGT15 ANCHOR: EMBED IN CONCRETE ANCHOR: (1) 05/8" STEEL GAUGE: 14 STEEL GAUGE: 12 NAILS/FASTENER: (6) 10d x 1 -1/2" INTO STRAP& NAILS: (22)10d[(4)TOP,(6)FACE,(12)BACK] (6) 10d x 1 -1/2" INTO SEAT NOA: FL17240.5 NOA: 16-0201.22 ' 14/34 a MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL,SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Nu-Vue Industries,Inc. 1055 East 2911 Street - M 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). 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 •••• SeAcit tiat this prodgct or material fails to meet the requirements of the applicable building code. • This procjtct is IppraAed as described herein,and has been designed to comply with the Florida Building .;.... CoW riMuding.the.F.ligh Velocity Hurricane Zone. • DESCRIPTIONeStfies AB,NVSTA,NVHTA,NVTHJ,IIKE,NVTT and NVHC-37 Steel Wood Connectors ••• •• ••.;.. AP$ROYAL I?piG1;1MENT: Drawing No. NU-1,titled"Truss and Top Plate Anchors", sheets 1 through 4 ...... of 4,•dgtJ 02/1 W",,with last revision dated 01/25/2016, prepared by Nu-Vue Industries, Inc., signed and •• sealed by Vipin:;.Tobit, P.E., bearing the Miami-Dade County Product Control revision stamp with the • •••• Not tG pfl4cceptance Humber and expiration date by the Miami-Dade County Product Control Section. ••••: MIJJJ.I,i IM]tACJ 1RATING: None L40Bhh4G: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state, 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/of 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 revises NOA# 13-0206.17 and consists of this page I 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. 16-0201.22 CMAMIffiDMADE COUNTY Expiration Date: May 22,2018 a Approval Date: June 2,2016 Page 1 i 15/34 Nu-Vue Industries,Inc. h 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 01/25/2016,prepared by Nu-Vue Industries, Inc., signed ; and,sealed by Vipin N.Tolat, t 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 06/03/05 2. 05=5196A AB-7 Fl and F2 06/1 I/05 3. 04-4995 NVTHJ-26 Upward 01/31/05 4. 04-4996 NVTHJ-28 Upward 01/31'/05 5. 05-5612 IKE-1 Upward,L1 and L2 03/20/06 6. 06-5622 IKE-2 Upward,L1 and L2 05/01/06 7. 04-4908 NVTT Upward and L1 07/21/04...;. 8. 03-4631 NVTT Upward and L1 •06/21/04 9. 08-6711 NVHC-3 7 Upward,Ll and L2 •Q /14/0$...:• • ...... . C. CALCULATIONS "Submitted under NOA # 08-0325.02" 1. Shear value of common wire nails and steel plate tensile calcu14WAs,.prepjjd%y • Vipin N. Tolat, RE.,,Consulting Engineer,dated 03/20/2008, signtd.and se31e*d by ...... Vipin N. Tolat P.E. ••'•••• t •• . . . . ...... ....% D. QUALITY ASSURANCE •• •••• 1. Miami-Dade Department of Regulatory '' and Economic Resources(RER) I •• • E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 511 edition(2014)FBC'and of no financial interest, dated 01/29/2016,signed and sealed by Vipin N.Tolat,P.E. "Submitted under NOA #13-0206.17" 2. Statement letter of code conformance to 2010 FBC and no financial interest,dated 01/31/2013, signed and sealed by Vipin N. Tolat,P.E. 4 0 j 4 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 16-0201.22 Expiration Date: May 22,2018 Approval Date: June 2,2016 E- 1 ' 1 m 18 Gauge Angle Clips. GENERAL NOTES: 1.Steel shall conform to ASTM A653,structural grade 33(Min.yield 33 ksi)and a minimum 1 galvanized coating of G 60 per ASTM A653. W2 wr W2VVI FI 2.Allowable loads are based on National Desing specifications(NDS)for wood construction,2012 At 1 Edition and FBC 2014. O- 3.Design loads are for Southern Pine species with a specific gravity of 0.55.Allowable loads for ° ° • other species shall be adjusted accordingly: . • L L 4.Common wire nail values are based on NDS table 11P,G-0.55 and have been reduced for Penetration Depth factor P/10D. • Y ° • ° 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: AB-7 AB-5 Typical Installation Actual Uplift + Actual Ll + Actual L2 1 Allowable Uplift Allowable Ll Allowable L2 t. 7.Allowable loads are based on 1 W thick wood members unless otherwise noted. t 8.All tie beams and grouted concrete masonry shall comply with FBC 2014.Concrete for tie beams t and grout and mortar for concrete masonry shall be a minimum of 2500 psi.Concrete masonry shall Product Dimensions(inches) Fastener Schedule Alowable Loads(lbs) comply with ASTM C90. Code W1 W2 ;L Header Joist Fl F2 9.All tests have been conducted in accordance with ASTM D-1761. A135 l;i 2%6 5 3-10dxly" 3-1OdxlV2" 511 595 j AB7 1Y2 2516 j7 4-10dxlY2" 4-lodxly2" 582 794 I Notes: Nail wider angle leg to Joist and Shorter leg to Header. f I W J •• • • • • • 00000 !i ` _ • • • • • • • • • VIPIN N.TOLAT,PE(crva.) I€P ' • ' ' ' " ' ' Nu-Vue • ••• • • • • •• • FL.REG.#12841 Industries,Ioc. • • • • • 15123 LANTERN CREEK LANE 1053-1059 East 29 Street I •• • • • • HOUSTON,TX 77068 Hialeah,Florida 33013 N g�a �y.--yG�•i�i�•FIseM. (305)694-0397 w.aqft■e w 1&-4200Z Fax:(305)694-0398 g • • • 1 (3 TRUSS AND TOP PLATE ANCHORS • • • BY • • • • Qtrwl• rj t l6 DWG#: Shea: Date: Revisions: , • . . . . 1�2 •; •; '�' '•' '; VI . NU-1 1 of 4 Feb.18,2008 Jan.25,2016 t •• •• • • • •• •• • 1 9 . . ... . . . ... . . . . . . . . . . a Deep Seat Truss Anchor..They are designed to resist lateral and uplift fortIC '; • • ;11olpep DVu14g Strap Riveted Truss Anchor.. They are designed of 14 gauge steel The strap is made of 14 gauge steel and the seats of 20 gauge steel. ; •• pLales to resit latoraltnd uplift forces. The seats are made of 20 gauge steel. 000 00* see 000 UPLIFT •• • • • •• •�• .• UPLIFT •• • • • • • ••• •• L! Z irves Pleb eewW s • b trerofer up11Pt<e Yotten d,erd. T—ftte .qk*N ' to frwhr"paPt to � • O Jetty"dvrd o r : ~�Ll � z azm j Assembly Dimension Totall No. Total No.of Assembly Dimension Total No. Total No.of Allowable Loadsbs Product H of Fasteners Fasteners in Allowable Loads(lbs) Product H of Fasteners Fasteners in ) Code (inches) in Strap 20 GA.SeatUPS Ll Code (inches) in two Straps 20 GA.Seat 6 5 6 6 1O x t�" 10d x ly" L2 l Od x ly" 10d x 1Y2" Uplift Uplift Ll L2 NVSTA12 12 5 6 1046 700 1049 NVHTA12 12 10 6 1506 1766 1050 1450 6 6 1141 760 1144 STRAP 1 12 6 1695 1987 1181 1631 NVSTAI6 16NVHTAI6 16 7 6 7236 823 14 6 1883 2208 1312 1812 NVSTA20 20 8 6 1331 887 1335 NVHTA20 20 16 6 2071 2429 1444 1994 9 6 1426 950 1430 18 6 2259 1 2649 1575 2175 STRAP 2 NVSTA22 22 NVHTA22 22 Notes: NVSTA24 24 NVHTA24 24 1.Nails are necessary in straps and seat to achieve,desing loads. 2. See note 6,sheet 1 for combined loading. 3. Nails through chords shall not force the truss plates. 4. For general notes,see sheet 1. 5. For higher uplift loads,concrete shall be 3000 psi. 6. Based on min.2500 psi concrete. t VIPIN N.TOLAT,PE(CrM FL.REG.#12847 Nu-Vue Industries,Inc. 15123 LANTERN CREEK LANE 1053-1059 East 29 Street PRIAXXT REVISED HOUSTON,TX 77068 Hialeah,Florida 33013 •�rirw with dw Fkmi& (305)694-0397 ROMMS cOd' Fax:(305)694-0398 Aca+Plswc Iw . TRUSS AND TOP PLATE ANCHORS l 2 5 l(b DWG#: Sheet: Date: Revisions: NU-1 2 of 4 Feb 18,2008 Jan.25,2016 t i 12 Gauge NVTHJ Truss Hip&Jack Hanger 20G Stud Plate Ties UPLIFT L2 -= e Left e e Right e •°1 ==c + a— �.Q a —d— _ (ISOMETRIC) 1D6 al. F' —L11 TYp• •• t Typ, •0• •� H Jack L5-7/s'—I 1-2x Header 2-2X z •• INS CAL IK N IKE-1 IKE-2 NVTHJ-26 as show-► NVTHJ-28 similar U.S.Patent No.4,964,253 A Product Allowable Loads(lbs)S.Pine Nail Schedule Dimensions(inches) Fasteners Allowable Loads(lbs) Code Lo Hip Jack Nail 1Od Code W H L Stud Plate Uplift Nail lOd Productad NailHeader 16d (e) —7a b total c d total Ll L2 NVT1-IJ26 1478 16 4 3 7 2 3 5 IKE 1 ly 5 3Y2 640d 4-10d 787 337 337 1KE2 1Y2 65.E 3)2 6-10d 7-10d 932 451 318 NVT'HJ28 1931 20 5 4 9 2 3 5 Note: For 1-2x members .10dxlY2"nails can be used UPLIFT • • • • • • • • •1�a V1P1N N.TOLAT,PE(CIVIL)• • • • • •• • • p • ••• • • • • •• • FL.REG.#17.847 Nu- ♦j�u e Industries,1... p">' 15123 LANTERN CREEK LANE 1053-1059 East 29 33013HOUSTON,TX 77068Hialeah,Florida 33013NVTHJ-28 as shown amte"s CS& (305)694-0397 in m W Fax:(305)694-0398 NVTHJ-26 similar !s ••• ••• ••• •• • • TRUSS AND TOP PLATE ANCHORS • • • • • DWG#: Sheet: Date: Revisions: Z •: •: ••• ••• •: • • NU-1 3 of 4 Feb 18,2008 Jan.25,2016 • • • • • • • • • • • • ••• • • • ••• i f;. { . . . • . . . . . . t �C ' 18 Gauge NVTT Sanibel Truss Strap � � �. �. � �.• 18 Gauge NVHC 37 SWAY Grip CHp(520) • • . . . • • Dimensions(inches) Fasteners Schedule Allowable L�jds bs a • • •• Product Hollow Concrete • • • • • • Nail Schedule Allowable Design Loads Ohs) Code W B H L Truss Top Plates Masonry Uplift ••L�'• i i i•• :• • • • • .duct Code Description Header Joist Uplift Ll L2 v 2-10dxIY2" 6-104 or Plate or Stud NVTT-1 lhs 1� 14 13 �— 968 54 64'0x1 " NVHC 37 5 Way Clip 16-8d or 12-8d or 702 560 637 NVTT-2 1%6 13% 14 13 2-10dxlY2" -- 1584 465 16-10d 12-10d Tapcons 1. 1-1 Odx%"nail is placed on each side of the Truss and 3-10dnails in each leg are placed in two top plates. 1 2. 3-Y4"dia.x IY2"long,lt/4"embedment tapcons are placed in each leg and into the hollow concrete masonry. Maintain 2Y2"edge distance from top of the block and spacing of 3" between the tapcons. IX'I t 718' UPLIFT UPLIFT •,l ' L2 L2 • 2 Li 1'v 3�► f UPLIFT 4" Nail hole 77 Nail hole i Ll Nail hole Pttooticr REVISED a*mWI Mg with dw Flari4 O*iMft Code I � � VIPIN N.TOLAT,PE(CIVIL) FL.REG.#12847 Nu—Vue Ind-shies,ie. 1053-1059 East 29 Street ^lam 15123 LANTERN CREEK LANE L-1 NV7T 1 As Shown HOUSTON,TX 77068 Hialeah,Florida 33013 6940397 NV7T--2 Similar except concrete masonry with Fax:(305)694-0398 tape=anchors instead of Wood Plates and nails. NVrT I and TRUSS AND TOP PLATE ANCHORS DWG#: Sheet: Date: Revisions: NU-1 4 of 4 Feb 18,2008 Jan.25,2016 4 i i 4�"tr _V W 4, fiJ'=. r ua� .01__.. BCIS Home I Log In User Registration Hot Topics Submit Surcharge ( Stats&Facts ? Publicati6ns FBC Staff { BCIS d' .;a Product Approval C]',' USER: Public User ate; Product Approval Menu >Product or Application Search >Application List>Application Detail FL# FL1247-R3 Application Type -._ _ _..w___ --Revision-- Code Version 2014 Application Status Approved Comments Archived Product Manufacturer USP Structural Connectors, a MiTek Company Address/Phone/Email 14305 Southcross Drive Suite 200 Burnsville, MN 55306 (952) 898-8602 •;•�•; jcollins@mii.com • 0 . . .• •40••• ••••AQthori �Wature Jim Collins P.E. • 90;006 jcollins@mii.com .0000. • • • .• 0000 • • . • • 000:00 •• Tethnical•Reftesentative Jim Collins, P.E. 0000• .• .A4dress^Ve/Emai1 14305 South Cross Drive •�•••• •• �• •• Suite 200 .' Burnsville, MN 55306 0000•• •i•••i • (952) 898-8602 • • • • • 0000.. • jcollins@mii.com • 0000 .. Quality Assurance Representative Todd Asche Address/Phone/Email 14305 Southcross Drive Suite 200 Burnsville, MN 55306 (952) 898-8602 tasche@mii.com Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Florida Registered Archite Professional Engineer i Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the James (Jim) F. Collins Evaluation Report Florida License PE-52212 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2020 Validated By Terrence E. Wolfe P.E 9� Validation Checklist - Hardcopy Received • � 2 Certificate of Independence FL1247 R3 COI Non affiliation to Element.pd1f34 FL1247 R3 COI Non affiliation to Product Testing.) Referenced Standard and Year (of Standard) Standard AF&PA NDS ASTM D 7147 9 � _ � 4 Equivalence of Product Standards Certified By Floriva Licensed Professional Engineer or Architect FL1247 R3 Eauiv ASTM 1761 to D7147 eauivalanc Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/05/2015 Date Validated 06/08/2015 Date Pending FBC Approval 06/14/2015 Date Approved 08/18/2015 Summary of Products . . FL # Model, Number or Name Descriptions••• :**so* 000000 ---..................---.............._.—.......-... ..._..-- ----- -.................-- ' -- 1247.1 IHLPTA75 High Wind`I'russ�Anchor !Limits of Use Installatio+q•Lnstruct9oln9.' ..... I Approved for use in HVHZ: Yes FL1247 R3.44.13roduct-Eva3uation..Ft.1.* Approved for use outside HVHZ: Yes Verified By•1lkv'Collins, P.6.'52212..... Impact Resistant: N/A Created bylsxiependent Third Party: Ni Design Pressure: N/A Evaluation Reports 0 . 0000:. Other: FL1247 R3 AE0 Produlf Mruatiori- FL . Created bWdependen&*TNrd PartV..W: ;back Ccxtl Contact Us :: 2601 Blair Stone Road.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Coovright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility State Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-1 electronic mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questions,please conta to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S. must provide& address if they have one.The emails provided may be used for official communication with the licensee. However email addres do not wish to supply a personal address,please provide the Department with an email address which can be made available t, you are a licensee under Chapter 455,F.S.,please click berg-. Product Approval Accepts: ;Check lTCredit Card Safe 22/34 M.Mik USA; Ing. - i43r�sauv!cross et slate . Fail(s52j 85sfUs. SP FRAME Product Evaluation Report USP_Structural.Connectors, a MJTek®Company 'HLPTA75 High Wind Truss Anchor R Florida Product Approval # 1247.1 R3 Florida Building Code 2014 Per Rule 61G20-3 Method: 1-d • ••• Category:Structural Components • Subcategory:Wood Connector """ Compliance Method: 61G20-3.005(1)(1)) • HVHZ �••••• ••.• ; •..•.. ProductManufacturer: ••••••USP Structural Connectors,a MiTek® Company 14305 Southcross Drive,Suite 200 •••••• Burnsville, Minnesota 55306 •..• • •• • •• Eneineertvaluator: James.F.Collins Jr.P.E. FL P.E.#52212 Validator: Terrence E. Wolfe P.E. FL P.E. #44923 19530 Ramblewood Drive Humble,TX 77338 Cgntents: Evaluation Report Pages 1-4 23/34 141iXett,t�SA;ho. 14345..Sor+d�ivss ar._stge;& 7tl7 • Plmne:,: :,� 32$-534. USP Compliance Statement: The product as described in this report has demonstrated compliance with the —.-- —--- ---- r=r Florida Building Code 2014,Sections 1711.1:1 and 2314. - — - -- �•r Product Description: The HLPTA75 is an embedded truss anchor designed to transfer lateral and uplift load 1 between metal plated wooden trusses and masonry/concrete walls.It consists of a bent cold formed steel bracket that is partially embedded into a grouted bond beam (or concrete)and nailed to the truss with 10d x 1-1/2 nails. } Product Material: 18 Ga.steel ASTM A653 Gr 40 690 i Materials: Wood Wood members must be Southern Pine with a minimum specific gravity(G)of:•..:... 0.55,or an approved member with a minimum equivalent specific gravity(G)of ••:• 0.55. Wood members shall have a moisture content not exceeding 19 percentg16.:• •• percent for structural engineered lumber). Wood members must Uused under •.•••• continuously dry conditions and where sustained temperatures are Tmited to 100°F. �•••• Preservative and Fire-Retardant-treated Wood • • Connectors or fasteners used in contact with preservative-treateddnS ire- • • • retardant-treated wood shall be in accordance with Section 2304.9.5* •• .•••:• . . • • •..... Nails •.•..• Nails shall meet the requirements in Table and the requirements SQ*c,ied in • :0099: ASTMF1667. • • 00000• • • # •• • Fasteners , Required fastener types and sizes are specified in the Table. { Masonry Materials and quality of masonry construction must comply with the applicable sections of FBC 2014. Minimum concrete or grout compressive strength shall be 2000 psi. 1 i Design Procedure: The allowable loads shown in the Table are based on allowable stress design and include a 60%Increase for wind and seismic load conditions per Section 10.3.2 of the NDS. No further increases are permitted. f The allowable loads are based on wood members with a moisture content not exceeding 19 percent(16 percent for structural engineered lumber). If moisture } content exceeds this value,a wet service factor,C,,,must be applied per Section 10.3.3 of the NDS. The allowable loads are based on wood members under i i I 24/34 Mi1ak.USA,.Iri6;. 14305 Sf6hci*.Pf:SWte 290 i ns+idaa;lG1N.5 Efi.. MIT POW{80t]}328-5434 - (d7c(9x2189$SfiO$ US.P. If P continuously dry conditions and where sustained temperatures are limited to 100°F. Wood members that will experience sustained exposure to tgmperatures exceeding 100'F shall be adjusted by the'temperaturefactor,CU per Sktlon--- " 10.3.4 of the NDS. Wood members to which the anchor is attached must be designed by a registered design professional per FBC 2014. Masonry construction must be a minimum of C90,fully grouted,concrete CMU block and designed by a registered design professional per FBC 2014. Installation: install the anchor in accordance with this evaluation report and the manufacturer's Installation instructions. ,Testing and Specifications: 1. ASTM-D1761-88(00)Standard Test Methods for Mechanical Fasteners in Wood. •••••• Project No.033047 by Stork Twin City Testing Corporation. '. . . ; ':•' 2.ASTM D1761-88(00)Standard Test Methods for Mechanical Fasteners in Wood. .:.... • •••: •.•..• Job No.03-4383 by Product Testing,Inc. Job No.03-4500 by Product Testing, • • • ..••.• Inc. 3.ASTM D1761-88(00)Standard Test Methods for Mechanical Fasteners in Wood. Job No.03-4500 by Product Testing,Inc.Job No.03-4500 by Product Testing, • • • • • Inc. '• • • •• 4. ASTM D 1761 comparison letter. •;•, , ; • ; Signed and sealed by James F.Collins,JR.PhD.P.E. ••••" S. AF&PA National Design Specifications for Wood Construction(NDS)2012 Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005(3)*for manufacturing under a quality assurance program audited by an approved quality assurance entity. f I?,iiltii�l;l!.i•��`�i;}�I f{• ::i�i�i�;:r�:1�,:;:i rl]�iiic!t.l!jlt: 0 __ }- �'L::.3,11<C.,7,�.• :,i}::: `;r:�3SiFliijri';,::•."E; .l.p:":+.:' Tuss I l 01: ;i' 7!!!i rlidi•i'::'>i,!:.+!•lilS;aad .,ud .. .. `;r4II"I'•:.i:': ,j'•!!II l. 3 �...,. '`itff tl: L �.L}..f.. , �•).:t7g,t ,i.{::; ,••.111 ..i' ;:;5t1., ill;'"'li�.t)��:��i. t(}I�., ,,.Illi illi ill'i•, ! [:ij:ljlltli s:v:;17PJ;_: ti k :�'<':,':`E:'ir:•,:i:!a:,al ItiiH:;;l'i i.,l ii J., ;::,:;;ii;. ,,;i,i>:� :.oti• � ` I I i•,ia �� :lin t.: !,I,.. ... o t,, - 11�E �'�V• ::f`'fiii0ti�:'4�'..,::, :..-•��:. ,Ir! .,.�.I I7'�:.,.::E?;}li t ;j'taq';.;:IE�jlll�r: 'ii'.'"��f+:1.!.,ltl.:,.�!` `�. :e3 I ,fi II},• .I i1;IT'^ I� �i, �,�i�;;�ll, d;1.1.}, ,} `�;! ":L. ::lis.. i:ru?j:. -�•';.:y:U� ,.!:' ,1. � �i` ,! ,r 71•igR,r :�i; a;: 'II` f �4 ..ice.: ,�: :_!) i tit, :I•,;1;� �•..Illy, ll I•.11s'I7�1 I�.;'.,.,I,;i ,, �i::`:: .!.� �I>i11!`iP'7 s. .ii;•� .(.1.= 1{Hi11I {!;is}k':i'::.:::'a�' ,l° t,..I : ' w. :. .. ... :.t•.,::. ;' �:, '....,.:._ ....i... ii.1 ��,il 1,� �tilh. .;;;::::ray., ll. ;:;�.�,,, i:. I� .I 7 { � •� i' I,I.,l::i r'_.:,.:a ",'psii::5'>.:!..i'I tff.'s'—: .!,:.:!'. �N.. I1':,..17"1fr:I i'�; :. b t. �y:1:,:�-'-��., •I'} 'i!' �.,.::,.!1,ii l .1. , `I:! ,',r IE %F S,.. i7.4nn�:,.l:,. :T:dt!!'+(1,1•'_ai .t i"B1p• „1'ii ; �,.•. ;:•!..• •::,;.. .i!.,., •,,1. l..,.�.1 ..�..� � .,.I,. •1171, .�t .y,--., :,gn,,,,• 1 i .i . ..:I,!Iti;'...'::.' .:: ...�..,LLI 1, i• ..I Ia' : •1. 1. 4a I �e r! l �t. i..• � i. . kk I I `-� I. ;I h Y *i• 1 e STOCK INSTALLATION STEN. PRODUCT DIMENSIONS FOR SINGLE PART FASTENERSCHEDULE ALL OWABLELOA06Ibs NO. TYPE GAUGE W L H Hn Seat Plate Trusss r F1 F2 Uplift in. (in, in.} (n. Qty Type Qty Type Cp=1.60 CO=1.60 CD=1.60 HLPfA75 Sin le 18 1.5625 4,9375 4.4375 5.125 2 10d x 1-112 20 10d x 1-112 2000 1715 2125 FI.Prmr Double 1 18 1.5625 4.9375. 4,4375 5,125 1 — — 40 10dx 1-it2 2315 2085 3485 For M:1 Inch=25 4 mm,1 Ibf=4.45 N t Allowable bads have been increased 60%for seismic and w Ind k)adt;no further increase shall be pemitted 2 A 1 Dd x 1-112"nal has a shank diameter of 0.148 inch and is 1-112"long General Notes 1) Steel conforms to ASTM A653 Structural Grade 40 With a minimum Galvanized coating of G90. 2) Install all specified fasteners. 3) Embed in concrete tie beam or masonry bond beam until the seat • • •• •• USP Structural Connectors Is resting on the surface. - • • ' 14305 SOUTHCROSS DRIVE-SUITE 200 •• •' F t 4) Minimum of one##7 or two#i5 rebars is required. • •"� �"' • ••. ' f" '' ., BURNSVILLE MN .55306 PH: 800-328-5934 y: .r ti. '�+.. 5) Grout or Concrete compressive strength shall be 2,000 psi at 28 days. '� '+fir'" NAME; rIJSS nC Ot' "7• '' _ 6) Minimum spacing between anchors is 10"to achieve full design load. HLPTA 75 7) Verify grout is not in contact with truss member. Moisture barrier ••• • • .�,r.•;• • • • may be required. • • • •• •. • K DATE: James F. Collins Jr. P.E. g) Allowable loads are based on the National Design Specifications •, :;� May 5, 2015 PROFESSIONAL ENGINEER For Wood Construction(NDS)—2012 Edition for Southern Pine . LICENSE NO: 522J2 (SG=0.55 or better)and moisture content of 19%or less. �"� ", SHEET: DRAWING NO: 9) All tests conform to the general requirements of ASTM D7147-11. • • • • o� �Z. • N . .-. 1. � 501-15 W 000 0 3 i a. r ��. -•:. a 2613 BCIS Home Log In User Registration Hot Topics i Submit Surcharge I Stats&Facts ; Publications FBC Staff I BCIS F ida Product Approval USER: Public User i r Product Approval Menu >Product or Application Search >Application List>Application Detail FL # FL6223-R3 Application.Type–_.,.—.-., . Revision Code Version 2014 Application Status Approved Comments Archived R Product Manufacturer USP Structural Connectors, a MiTek Company Address/Phone/Email 14305 Southcross Drive Suite 200 Burnsville, MN 55306 (952) 898-8602 • jcollins@mii.com • •••• ••••Agffioriz�V.ji8pature Jim Collins P.E. • • ..:... jcollins@mii.com ••• •• •• T;chnicalReilresentative Jim Collins, P.E. Address, "Wd/Email 14305 South Cross Drive Suite 200 Burnsville, MN 55306 .:...: (952) 898-8602 :....; jcollins@mii.com Quality Assurance Representative Todd Asche Address/Phone/Email 14305 Southcross Drive Suite 200 Burnsville, MN 55306 (952) 898-8602 tasche@mii.com ;Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Florida Registered Archite Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Terrence E. Wolfe Evaluation Report Florida License PE-44923 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden 9. Validation Checklist- Hardcopy Received Certificate of Independence FL6223 R3 COI Letter of Certification - secure�d�oc Referenced Standard and Year (of Standard) Standard AF& PA NDS ASTM D1761 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL6223 K3 Equiv FL 6223 ASTM D1761 to D7147 Sections_from the Code, .„ _.._.,_ Product Approval Method Method 1 Option D Date Submitted 06/05/2015 Date Validated 06/26/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/18/2015 k Summary of Products __..._.___._...........__...---...-- •---' --......._............._ _........._.._......... :_•.:.•_�. E FL # Model, Number or Name Description Descripton -- ---.._.....__....... -__ s • ._.._._.... -- ,. 6223.1 GTWS Girder Truss Connector GTWS2T M90. _ Limits of Use Installation•Lnstructions Approved for use in HVHZ: Yes FL6223 k2•ZIA0GTW1In*9tailation.S1&,% Approved for use outside HVHZ:'Yes Verified SyiTesrence.5. Violfe, P54U20 Impact Resistant: N/A Created bye aependenf Third Pa4i oYa Design Pressure: N/A EvaluationoReports 0 . Other: GTWS2T, GTWS3T and GTWS4T: See Installation FL6223 A3 AE;FL 6323 Eavaluation Fah Details for Allowable Design Load.For use in HVHZ Zones. Created by Iruiependthf eMlyd Party: Ye. 6223.2 HTWM Strap Tie Connector HTWMI6,HTWM20 '•.' Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6223 R3 II HTWM Installation Sheet Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, PE. 449: Impact Resistant: N/A Created by Independent Third Party: Ye Design Pressure: N/A Evaluation Reports Other: HTWMI6,HTWM20 Strap Tie, Wood to Masonry; FL6223 R3 AE FL 6223 Evaluation Rep HTWM16, HTWM20 Strap Tie, Wood to Concrete: See Created by Independent Third Party: Ye Installation Details for Allowable Design Load. For use in HVHZ Zones. 6223.3 HUGT Girder Tie-down HUGT2,HUGT3,HUGT4 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6223 R3 II HUGT Installation Sheet. Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, PE 4492 Impact Resistant: N/A Created by Independent Third Party: Ye Design Pressure: N/A Evaluation Reports Other: HUGT2,HUGT3,HUGT4 Girder Tiedown (Non-Sloped FL6223 R3 AE FL'6223 Evaluation Rep and Sloped): See Installation Details for Allowable Load. For Created b Independent Third Party: Ye p )� � Y P use in HVHZ Zones. + -----......._..... ....... ---- _..—---------......... 6223.4MSH422L/R, MSH213L/R Skewed MSH422 L/R, MSH213L/R Truss Hangers 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL6223 R3 II MSHL R Installation.pddf 1 Approved for use outside HVHZ:Yes Verified By: Terrence E. Wolfe, P.PI9. Impact Resistant: N/A Created by Independent Third Party: Ye Design Pressure: N/A Evaluation Reports Other: MSH422 L/R, MSH213L/R: See Installation Details for FL6223 R3 AE FL 6223 Evaluation Rep Load. Not for use in HVHZ Zones. Created by Independent Third Party: Ye 6223.5 RFUS Retrofit Strap Connectors RFUS . Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6223 R3 II RFUS Installation Sheet. Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 449 Impact Resistant: N/A Created by Independent Third Party: Ye Design Pressure: N/A Evaluation Reports Other: RFUS: See installation details for allowable design load. FL6223 R3 AE FL 6223 Evaluation Rep_ For use in HWHZ zones. ^' 'Created by Independent Third Party: Ye�l 6223.6 RUSC Uplift Girder Ties RUSC Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6223 R3 II RUSC Installation Sheet. Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, PE 4492 Impact Resistant: N/A Created by Independent Third Party: Ye Design Pressure: N/A Evaluation Reports Other: RUSC: See Installation Details for Allowable Design FL6223 R3 AE FL 6223 Evaluation Rep Load. For use in HVHZ Zones. Created by Independent Third Party: Ye • .;•.•; • Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 • • • The State if•filerida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility State • •• • Under Florida law,email addresses are public records. If you do not want your e-mail address released in response to a public-1 • • electronic mail to this entity. Instead,contact the office by phone or by traditional mail.If you have any questions,please conta ••••• • •tQ SectioD045:2'75(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S. must provide tF •••••• •• address iftheyhave one.The emails provided may be used for official communication with the licensee. However email addres • 0 do not wjQWsypply a personal address,please provide the Department with an email address which can be made available t • • • • you are a licensee under Chapter 455,F.S.,please click here. • •••••; Product Approval Accepts: •••••• • • • � � check Credit Card Safe k 0.713• tI: III, t t (I ii 1 t lilill .tr:.:t'.,f 1„ 11 t i u r 3" �I I i l ( PtIP i' .1 I It,II[1;;iiy:I;''i�l ii'•}!�a fite+ter Sa I ....� i t i(1i: I, tl (! 'i• •Ir' "rl f; I 'll l i 1 I •'•1 i I t I � 1.1 UI(�y�I.I}jlI f1 11 'I f I II rl �I1 } i l H J.1'�ls� .I.„ !;r t 1 I a CbncretelMasofA v . ..l�aVUfglU �1_'�'°k�, i,rr..:,lE�.'t 1 ih lr .t�l1iU 1' i4k11�'{ ir1:NP� �11.I1I;II{{A.I'iL,tt lih�Ilf ,.,•;i 1 TIM, l ,t;C041 i1i lilt 14,s kNo13Q11iIllll!"Il�1 i SA! 1"y.glti' ilia RFUS 10 2 Plya 12 t: 1 WS3 4 3/4"x 6'Wedge Bon 1illliiii P.':i ., I jMr. For SI:1 Inch a 25A4 mm,1 Ibf a 4AS N r Uplift bads have been Increased 60%for wind or seismic bads;no further increase shall be permitted. 3 Use Powers Fasteners 314"x 6"Wedge Bolts;or equal,installed in accordance with manufacturers specifications. " Fasteners shall be installed to fully grouted and reinforced concrete masonry or reinforced concrete(rc-2000 pal at 28 days). Bons shall coniorm to ASTM A 307 or better. e Fastener shedule is for two straps used together.The straps shall be installed In pairs. e Truss plys shall be fastened together to act as a unit. r W63 Wood Screws are 114"x 3 long and are supplied with RFUS connector. USP Structural Connectors co 14305 SOUTHCROSS DRIVE-SUITE 200 1 �,� sr•r�r •: Bt1RESVILLE,MN 55306 UPLIFTI • RDER TIES �! No.6t71 R • ••• • • • • • • RFUS s«• •rk• •h • • TE: -James F.Collins Jr.P.E. -June 9,2015 PROFESSIONAL ENGINEER . F LICENSE NO:52212 �•�_ AtA • •.: •: DRAWING NO: •• • • • • • S N 14305 Sou ossDrive,4ite e0ty BurggviYe:MN,P11800.32"934 w ••• • • • ••• • • f I 30/34 Company MILTON CUBAS INC October 10,2015 Designer MC MASONRY DESIGN Job Number : MASONRY—DESIGN Checked By: CRITERIA MATERIALS GEOMETRY ' Code : MSJCO2/IBCO2sonry fm : 1.5 ksi Total Height : 10 ft Special Insp : Yes Masonry Em : 1125 ksi Eq Sid Thickness: 4.906" Re:nforced :;,Reinforced Steel fy : 60 ksi Blk Grouting : Partially Grouted Slender : No Steel E : 29000 ksi Grt/Bar Spacing : 32" Vertical Bar Size: #5" Blk Material �--:- End Face Dist : 3.81 in Grt Weight : 140 pcf ENVELOPE DIAGRAMS Min: .215 at 10 ft Min: -.195 at 10 ft Max: .488 at 5 ft COMBINED CHECKS (fa+fb)/Fb : .513 k/ft k/ft k fa/Fa : .026 fs/Fs : .618 AXIAL SUMMARY fa : .009 ksi Fa : .334 ksi ••. �. "' BENDING SUMMARY .. fb : .248 ksi seeds* . . .... Fb .5 ksi . .... • 0000 fs : 14.835 ksi •• •• "' Fs : 24 ksi .. .. .. . .... 0 0 0 •• SHEAR CHECKS • fv/Fv : .122 • u/U : .386 SHEAR SUMMARY fv : .005 ksi Fv : .039 ksi P V M u : .077 ksi Max: .795 at O ft Max: .195 at O ft U : .2 ksi APPLIED LOADS DETAILS Load Pressure Load, Q Axial Load,P Moment,M Line Load,L Category Magnitude (ksf) Magnitude (k/ft) Magnitude(k) Magnitude (k/ft) Height, H1 (ft) DL 0 0.215 0 0 0 LL 0 0 0 0 0 EL 0 0 0 0 0 W L 0.039 0 0 0 0 RISAMasonry Version 1.0 [Untitied.rma] Page 1 31/34 Company MILTON CUBAS INC October 10,2015 Designer MC MASONRY DESIGN Job Number : MASONRY–DESIGN Checked By: DESIGN DETAILS AXIAL DETAILS BENDING DETAILS SHEAR DETAILS Max Axial : .505 k/ft Max Moment : .488 k Max Shear : .195 k/ft Location : 5 ft Location : 5 ft Location : 0 ft Load Comb : 5 Load Comb : 5 Load Comb : 5 Rad gyration r : 2.59 in k : .301 Sh Wdth/c/c Reinf 32 in h'/r d : 3.81=-- in—;--".'_._...___Perimtr/c/c Reinf: 1.963 in _ Red Factor R : .89 j : .9 LOAD COMBINATIONS LC Label ASIF DL LL EL WL SL RLL OL 1 IBC 16-7 1 1 0 0 0 0 0 0 2 IBC 16-8 1 1 1 0 0 0 0 0 3 IBC 16-9 a 1 1 1 0 0 0 1 0 1 4 IBC 16-9 b 1 1 1 0 0 1 0 0 5 IBC 16-10 a 1 1 , 1 0 1 0 1 0 6 IBC 16-10 b 1 1 1 0 -1 0 1 0 7 IBC 16-10 c 1 1 1 0 1 1 0 0 8 IBC 16-10 d 1 1 1 0 -1 1 0 • 0 9 IBC 16-10 e 1 1 1 0.7 0 0 • 1 :��••• 0 .....g 10 IBC 16-10 f 1 1 1 -0.7 0 0 •••• 1 ��•�� 0 •. 11 IBC 16-10 g 1 1 1 0.7 0 1 0.0;0• 0 • 0 0.0.0• 12 IBC 16-10 h 1 1 1 -0.7 0 1 •"'•' 0 ' 0 13 IBC 16-11 a 1 0.6 0 0 1 0 goose. 0 :0. '. 0 ' 14 IBC 16-11 b 1 0.6 0 0 -1 0 0.00 0 a 0' 0 ":•a. 15 IBC 16-12 a 1 0.6 0 0.7 0 0 �•� � 0 :g• .0 0 •a•g0 as 16 IBC 16-12 b 1 0.6 0 -0.7 0 0 0g,00. 0 0 •• . . • • 0.0.•0 0.0.00 g • .0 0 •000 0 0 i .. f RISAMasonry Version 1.0 [Untitled.rma] Page 2 32/34 Company MILTON CUBAS INC October 10,2015 Designer MF Job Number : FOOTING MASONRY DESIGN Checked By: Sketch X 0 ft A g - W -43 44 Z OD N N = 5 D C D C 1 ft Details A B X Z 44, .. ., ...... D ..... C .. ...... LO Conla££ • r� �IGng Z direction steel re uires the folio ng placement: Footing Elevation Re 8n 1 (starts aIA): 6 in :•:4':Steel: .31 in (1 #5 @NA) R�c�18A (midd4i...: 12 in Steel: .61 in (2#5 @12 in) R4gjpq X(ends at D):' 6 in �'. :Steel: .31 in #5 @NA) . Botto►h Rhbar Plan f Geometrv. Materials and Criteria Length :1 ft eX :0 in Gross Allow. Bearing :2000 psf(gross) Steel fy :60 ksi Width :2 ft eZ :0 in Concrete Weight :145 pcf Minimum Steel :.0018 Thickness :12 in pX :8 in Concrete fc :3 ksi Maximum Steel :.0075 Height :0 in pZ :12 in Design Code :ACI 318-05 Footing Top Bar Cover :3.5 in Overturning Safety Factor :1.5 Phi for Flexure :0.9 Footing Bottom Bar Cover :3.5 in Coefficient of Friction :0.3 Phi for Shear :0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil :0 k Phi for Bearing :0.65 Loads P k Vx k Vz k Mx(k-ft) Mz(k-ft) Overburden s DL .48 100 LL .57 'Lx Ez Over x �z + .11 A D D C D C A D RISAFoot Version 3.0 [\...\...\...\...\...\...\FOOTING MASONRY.rit] Page 1 A ! 33/34 Company MILTON CUBAS INC October 10, 2015 Designer MF Job Number : FOOTING MASONRY DESIGN Checked By: Soil Bearing _ Description Categories and Factors Gross Allow. s Max Bearing s Max/Allowable Ratio ASCE 2.4.1-1 1 DL 2000 485 A .243 ASCE 2.4.1-2 1 DL+1 LL 2000 770 A .385. ASCE 2.4.1-3a 1 DL+1 WL 2000 485 A .243 ASCE 2.4.1-3b 1DL+.7EL 2000 485 A .243 ASCE 2.4.1-3c 1 DL+.75LL+.75WL 2000 . 698.75 (A)--< _ .__.349 ASCE 2.4.1-3d 1 DL+.75LL+.7EL 2000 698.75 A .349 ASCE 2.4.1-4 .6DL+1WL 2000 291 A .145 ASCE 2.4.1-5 .6DL+.7EL 2000 291 A ,145 A B A B A B A B A B D C D C D C D C DC 1 DL 1 DL+1 LL 1 DL+1 WL 1 DL+.7EL 1 DL+.75LL+.75WL. QA: 485 psf QA: 770 psf QA: 485 psf QA: 485 psf QA: 698.75 psf QB: 485 psf QB: 770 psf QB: 485 psf QB: 485 psf QB: 598.7.5 psf QC: 485 psf QC: 770 psf QC: 485 psf QC: 485 psf • QC: g98!PACPpsf .... •• QD: 485 psf QD: 770 psf QD: 485 psf QD: 485 psf • •QD: 698.75 psf • NAZ:-1 in NAZ:-1 in NAZ:-1 in NAZ:-1 in •• •NAZ::1-kv:• •. NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in 00••••NAX:-*1 in •••••• 9000.. 9 9999.. A B A B A B •9999• y �•9 9• . 9 9999 • •9 .99... 999999 99 . 99999 99 99 9. 9999.9 9 • ...000 1 DL+.75LL+.7EL .6DL+1 WL .6DL+.7EL • • :••••• • - QA: 698.75 psf QA: 291 psf QA: 291 psf •• .. 9999 QB: 698.75 psf QB: 291 psf QB: 291 psf 0..* QC: 698.75 psf QC: 291 psf QC: 291 psf QD: 698.75 psf QD: 291 psf QD: 291 psf NAZ:-1 in NAZ:-1 in NAZ:-1 in NAX:-1 in NAX:-1 in NAX:-1 in Footing Flexure Design (Bottom Bars) Description Categories and Factors Mu-XX(k-ft) Z Dir As int Mu-ZZ(k-ft) X Dir As int ACI-99 9-1 1.4DL+1.7LL 2.05125e-7 0 .182 .005 ACI-99 9-2 1.05DL+1.275LL+1.275WL 1.53844e-7, 0 .137 .004 ACI-99 9-3 .9DL+1.3WL 5.4e-8 0 .048 .001 IBC 16-5 1.2DL+1 LL+1 EL 1.4325e-7 0 .127 .003 IBC 16-6 .9DL+1EL 5.4e-8 0 .048 .001 f RISAFoot Version 3.0 [\...\...\...\...\...\...\FOOTING MASONRY.rft] Page 2 1 34/34 Company MILTON CUBAS INC October 10,2015 Designer MF Job Number : FOOTING MASONRY DESIGN Checked By: . Footing Shear Check Two Way(Punching)Vc: NA One Way(X Dir. Cut)Vc 21.525 k One Way (Z Dir. Cut)Vc: 10.763 k t - Punching X Dir. Cut Z Dir. Cut Description Categories and Factors Vu(k) Vu/ c Vu(k) Vu! c Vu(k) Vu/ c ACI-99 9-1 1.4DL+1.7LL NA NA .0008205 0 .0008205 0 ACI-99 9-2 1.05DL+1.275LL+1.275WL NA NA .000615375 0 .000615375 0 ACI-999-3----` 9DL+1.3WL- -- ___ NA--"" NA-, ---.000216,- "O' ":000216 0 IBC 16-5 1.2DL+1 LL+1 EL NA NA .000573 0 .000573 0 IBC 16-6 .9DL+1EL NA NA .000216 0 .000216 0 Concrete Bearing Check(Vertical Loads Only) Bearing Bc: 244.8 k Description Cate ories and Factors Bearing Bu k Bearing Bu/013c ACI-99 9-1 1.4DL+1.7LL 2.327 .015 ACI-99 9-2 1.05DL+1.275LL+1.275WL 1.745 .011 ACI-99 9-3- .9DL+1.3WL .873 .005 IBC 16-5 1.2DL+1 LL+1 EL 1.734 .011 IBC 16-6 .9DL+1 EL .873 .005 •••.Overturnina►:Check(Service) .' Descs 'on: Cate ories and Factors Mo-XX(k-ft) , Ms-XX(k-ft) Mo-ZZ(k-ft) Ms-ZZ(k-ft) OSF-XX OSF-ZZ . •ASCE 2.4.1-10 1 0• .485 0 .97 NA NA ;•• SCE 2.4-1-2 1 Dt4'Itt 0 .77 0 1.54 NA NA • ASCE A. -8 1 49 L 0 .485 0 .97 NA NA •• MtSCE 2.+4!1-3b 1Dt47EL 0 .485 _ 0 .97 NA NA •• *ASCE .4. -8 1 +•T9LL+.75WL _ 0 , .699 0 1.398 NA NA ••• OASCE .4s -3d 1 **-. L+.7EL 0 .699 0 1.398 NA NA •. ASCE 2.491-4 .6 4rb*WL 0 .291 0 .582 NA NA' *:*"ASCE 2.4.1-5• 1 A5ff+.7E 0 .291 0 .582 NA NAw "1VI4-XX: GQvisming 04ftwift Moment about AD or BC Ms-XX: Coverring Stablizing Moment about AD or BC OSF-XX: Ratio of Ms-XX to Mo-XX Sliding Check(Service) : Description Categories and Factors Va-XX k Vr-XX k Va-ZZ k Vr-ZZ k SR-XX SR-ZZ ASCE 2.4.1-1 1 DL 0 .271 0 .271 NA NA ASCE 2.4.1-2 1DL+1LL. 0 .442 0 .442 NA NA ASCE 2.4.1-3a 1 DL+1 WL 0 .271 0 .271 NA NA ASCE 2.4.1-3b 1DL+.7EL 0 .271 0 .271 NA NA ASCE 2.4.1-3c 1DL+:751-1-+.75WL 0 .399 0 .399 NA NA ASCE 2.4.1-3d 1DL+.75LL+.7EL 0 .399 0 .399 NA NA ASCE 2.4.1-4 .6DL+1WL 0 .163 0 .163 NA NA ASCE 2.4.1-5 1 .6DL+.7EL 0 .163 1 0 1 .163 NA NA Va-XX:Applied Lateral Force to Cause Sliding Along XX Axis Vr-XX: Resisting Lateral Force Against Sliding Along XX Axis SR-XX: Ratio of Vr-XX to Va-XX RISAFoot Version 3.0 [\...\...\...\...\...\...\FOOTING MASONRY.rft] Page 3 i r Residential System Sizing Calculation Summary Project Title: 10804 NW 2nd Ave. Angela Henao Residence Miami Shores, FL 33168 10/11/2016 Location for weather data: Miami IAP, FL -Defaults: Latitude(26) Altitude(30 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 79F Humidity difference 57 r. Winter design temperature(MJ8 99%) 52 F Summer design temperature(MJ8 99%) 98 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 18 F Summer temperature difference 23 F Total heating load calculation 23555 Btuh Total cooling load calculation 44842 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Strip Heat) 157.1 37000 Sensible (SHR=0.75) 106.4 36000 Latent 109.1 12000 Total 107.0 48000 WINTER CALCULATIONS Winter Heating Load for 1700 sqft) Load component Load Ceilings(4.1 ) :090:9 Window total 236 sqft 5534 Btuh .••••. Wall total 1511 sqft 3578 Btuh Aindovrs(z3.5°h} •• 21, Door total 80 sqft 662 Btuh •• • Ceiling total 1700 sqft 975 Btuh Floor total 1700 sqft 4843 Btuh Infiltration 227 cfm 4484 Btuh +• '••' ••••• Duct loss 3480 Btuh Floors(20. ) •• •• ••' Subtotal 23555 Btuh •' '• •••••' Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 23555 Btuh SUMMER CALCULATIONS Summer Coolin Load for 1700 sqft) Load component Load Window total 236 sqft 12995 Btuh Wall total 1511 sqft 4572 Btuh Door total 80 sqft 1398 Btuh Ceilings(5N) - Ceiling total 1700 sqft 2815 Btuh "lindovs(29.tP/°� Floor total 0 Btuh V4alls(1s�:2°t°t Infiltration 227 cfm 5729 Btuh Internal gain 1830 Btuh Duct gain 4501 Btuh Sens.Ventilation 0 cfm 0 Btuh Latentint(2.546� Blower Load 0 Btuh Total sensible gain 33840 Btuh Int.Gain( .1%} Latent gain(ducts) 1125 Btuh Latent gain(infiltration) 8777 Btuh 1 Latent gain(ventilation) 0 Btuh � Ducts(12.5 � 9 ( ) Infil.l32.4go} Latent gain(internal/occupants/other) 1100 Btuh - Total latent gain 11002 Btuh + TOTAL HEAT GAIN 44842 Btuh EnergyGaugeO System Si 8th Edition PREPARED BY: •��✓� DATE: _. EnergyGauge®/USRCZB v5.1 j I System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 10804 NW 2nd Ave. Angela Henao Residence Miami Shores, FL 33168 Building Type: User 10/11/2016 Reference City: Miami IAP, FL (Defaults) Winter Temperature Difference: 18.0 F (MJ8 99%) 1 Component'Loads for Whole House Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, NFRC 0.50 Metal 1.30 N 22.1 23.4 517 Btuh 2 1, NFRC 0.50 Metal 1.30 W 42.0 23.4 ;983 Btuh 3 1, NFRC 0.50 Metal 1.30 W 22.1 23.4 517 Btuh 4 1, NFRC 0.50 Metal 1.30 W 7.1 23.4 166 Btuh 5 1, NFRC 0.50 Metal 1.30 W 3.1 23.4 73 Btuh 6 1, NFRC 0.50 Metal 1.30 W 7.1 23.4 166 Btuh 7 1, NFRC 0.50 Metal 1.30 S 10.0 23.4 '234 Btuh 8 1, NFRC 0.50 Metal 1.30 S 10.0 23.4 234 Btuh 9 1, NFRC 0.50 Metal 1.30 E 10.0 23.4. 22T810h 0000.. I 10 1, NFRC 0.50 Metal 1.30 E 21.6 23.4• •0 505 Bkuh 0 11 1, NFRC 0.50 Metal 1.30 E 16.6 23.49 •;•• 368 Btuh •••••• 12 1, NFRC 0.50 Metal 1.30 E 15.6 23.4' *'** 364 Btuh ;•••�; 13 1, NFRC 0.50 Metal 1.30 N 9.3 23.4. 1217.Bfuh ' 14 1, NFRC 0.50 Metal 1.30 ' N 20.0 23.40 0 0 0• 4$8 Afuh t 15 1, NFRC 0.50 Metal 1.30 N 20.0 23.4. •••• 1 4VE•�J qh �•�••� Window Total 236.5 s ft 5534 Utuh • Walls Type Ornt. Ueff. R-Value Area X HTM=: Load . 0009:. (Cav/Sh) 9.9000 1 Conc Blk,Hollow - Ext (0.132) .5.0/0.0 434 2.37 •• 10�&Bklh • 2 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 318 2.37 752•BtL?h 3 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 459 2.37 1088 Btuh 4 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 300 2.37 710 Btuh Wall Total 1511 s ft -3578 Btuh { Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, n (0.460) 20 8.3 166 Btuh 2 Wood - Exterior, n (0.460) 20 8.3 166 Btuh 3 Wood - Exterior, n (0.460) 20 8.3 166 Btuh 4 Wood -Exterior, n (0.460) 20 8.3 166 Btuh Door Total 80 s ft 66213tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.032) 30.0/0.0 1700 0.6 975 Btuh Ceiling Total 1700 s ft 97513tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 228.0 ft(perim.) 21.2 4843 Btuh Floor Total 1700 s ft 4843 Btuh Envelope Subtotal: 15591 Btuh 1 Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 1.00 13600 1.00 226.7 4484 Btuh Duct load Average sealed, R6'0, Supply(Att), Return(Aft) (DLM of 0.173) 3480 Btuh Ener Gau e®/USR ZB v5.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 10804 NW 2nd Ave. Angela Henao Residence Miami Shores, FL 33168 Building Type: User 10/11/2016 All Zones Sensible Subtotal All Zones' 23555 Btuh HOLE-HOUSE TOTALS Subtotal Sensible Heat Loss 23555 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh • Total Heat Loss 23555 Btuh 0000.. 000000 • E glPMENT •• 0 . 00000 00 0 0000 1.'Electrirtt0:Heat: •' 37000 Btuh . 0000 .. .. .. 0000.. 0000.. . . . . • Key:1Qlindow�t-tr1FRC( VquiZ U-Factor and Shading coefficient(SHGC)of glass as numerical values) ••••• �r-Glass a�S'&pjr*or'Tint'(Uses U-Factor and SHGC defaults) - ll-(Winolow• b%actor) HTM-(10anu%J Heat Transfer Multiplier) Version 8 EnergyGauge®!USRCZB v5.1 Page 2 'Y System sizing Calculations - Summer Residential Load - Whole House Component [details Project Title: 10804 NW 2nd Ave. Angela Henao Residence Miami Shores, FL 33168 ' 10/11/2016 Reference City: Miami IAP, FL Temperature Difference: 23.OF(MJ8 99%) Humidity difference: 57gr. Component Loads for Whole House Type" Overhang Window Area(sqft) HTM t Load Window Panes SHGC U InSh IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.50, 1.30 No No N 2.Oft O.Oft 22.1 0.0 22.1 41 41 900 Btuh 2 1 NFRC 0.50, 1.30 No No W 2.Oft O.Oft' 42.0 11.6 30.4 41 79 2862 Btuh 3 1 NFRC 0.50, 1.30 No No W 2.Oft O.Oft 22.1 5.9 16.1 41 79 I 1512 Btuh 4 1 NFRC 0.50, 1.30 No No W 2.Oft O.Oft 7.1 4.4 2.7 41 79 391 Btuh 5 1 NFRC 0.50, 1.30 No No W ,2.Oft O.Oft 3.1 1.9 1.2 41. 79 171 Btuh 6 1 NFRC 0.50, 1.30 No No W 2.Oft O.Oft 7.1 4.4 2.7 41 79 391 Btuh 7 1 NFRC 0.50, 1.30 No 'No S 2.Oft O.Oft 10.0 10.0 0.0 41 42 407 Btuh 8 1 NFRC 0.50, 1.30 No No S 2.Oft O.Oft 10.0 10.0 0.0 41 42 407 Btuh 9 1 NFRC 0.50, 1.30 No No E 2.Oft O.Oft 10.0 4.4 5.6 41 79 :.g 1:.Btuh 10 1 NFRC,0.50, 1.30 No No E 2.Oft O.Oft 21.6 9.5 12.0 41 •79 • •1334 Btuh .•••• 11 1 NFRC 0.50, 1.30 No No E 2.Oft O.Oft 16.6. 7.3 9.2 41 �z9 .1024 Btuh •• 12 1 NFRC 0.50, 1.30 No No E 2.Oft O.Oft 15.6 9.7 5.9 41 •Z1.. ;.*&V*Btuh ..... 13 1 NFRC 0.50, 1.30 No No N 2.Oft O.Oft 9.3 0.0 9.3 41 .4L;, 377 Btuh 14 1 NFRC 0.50, 1.30 No No N 2.Oft O.Oft 20.0 0.0 20.0 41 4 X81 Btuh ....••• 15 1 NFRC 0.50, 1.30 No No N 2.Oft O.Oft 20.0 0.0 20.0 41 •41 . 815 •Btuh Excursion • 1 ff Btuh . Window Total 236 (sqft) IV99$8tuh •" Walls Type LI-Value R-Value Area(sqft) H Y M* toaJ Cav/Sheath • • • 1 Concrete Blk,Hollow-Ext 0.13 5.0/0.0 434.0 .0 •491-3+•Btuh 2 Concrete Blk,Hollow-Ext 0.13 5.0/0.0 317.7 Z.0 • 961 Btuh ...•: 3 Concrete Blk,Hollow-Ext 0.13 5.0/0.0 459.3 A* .13W.Btuh 4 Concrete Blk,Hollow-Ext 0.13 5.0/0.0 299.9 3.0 0907 'Btuh Wall Total 1511 (sqft) 4572 Btuh Doors Type Area (sqft) HTM , Load 1 Wood-Exterior 20.0 17.5 350 Btuh 2 Wood-Exterior 20.0 17.5 350 Btuh 3 Wood-Exterior 20.0 17.5 350 Btuh 4 Wood-Exterior - 20.0 17.5 350 Btuh Door Total 80 (sqft) 1398 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.032 30.0/0.0 1700.0 1.66 2815 Btuh Ceiling Total 1700 (sqft) 2815 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1700(ft-perimeter) 0.0 0 Btuh Floor Total 1700.0 (sqft) 0 Btuh Envelope Subtotal: 21780 Btuh EnergyGauge®/USRCZB v5.1 Page 1 ti Manual. J Summer Calculations Residential 'Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP . 10804 NW 2nd Ave. Angela Henao Residence L Miami Shores, FL 33168 10/11/2016 P Infiltration Type Average ACH Volume(cuft)Wall Ratio CFM= Load Natural 1.00 13600 1 226.7 - Y 5729 Btuh Internal Occupants Btuh/occupant Appliance Load gain 1 X 230 + 1600 1830 Btuh Sensible Envelope Load: 29339 Btuh Duct load Average sealed,Supply(R6A-Attic), Return(R6.0-Attic) (DGM of 0.153) 4501 Btuh Sensible Load All Zones 33840 Btuh . ........ . ..... . .. ...... ...... . . . . .... . •• s 1 EnergyGauge®/USRCZB v5.1 Page 2' l Y V Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP i 10804 NW 2nd Ave. Angela Henao Residence Miami Shores, FL 33168 I 10/11/2016 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 29339 Btuh l Sensible Duct Load 4501 Btuh Total Sensible Zone Loads 33840 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 33840 Btuh Totals for Cooling Latent infiltration gain (for 57 gr. humidity difference) 8717'8tuh ..... Latent ventilation gain • :••®•8tuh • • Latent duct gain •••'• i 1125 Btuh se••; Latent occupant gain (1.0 people @ 200'Btuh per person}. :200.$tuh .... . ..... . . ..... ' Latent other gain :600*8tuh Latent total gain ;••;• 11002 Btuh •, TOTAL GAIN a 44842•113tuh t EQUIPMENT 1. Central Unit # 48000 Btuh *Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device: none(No), Blinds(B), Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed 'y,, (IS-Insect screen: none(N),Full(F)or Half('/2)) (Omt-compass orientation) Version 8 EnergyGauge®f USRCZB v5.1 Page 3 r FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method c. Project Name: Angela Henao-Residence Addition Builder Name: Street: 10804 NW 2nd Ave. Permit Office: City,State,Zip: Miami Shores,FL,33168 Permit Number: Owner: Jurisdiction: Design Location: FL,Miami County:: Miami-Dade(Florida Climate Zone 1 ) 1. New construction or existing Addition "9. Wall Types(575.3 sqft.) Insulation Area 2. Single Tamil or multiple family Single-familya.Concrete Block-Int Insul,Exterior R=5.0 575.33 ft2 9 Y P Y b.N/A R= ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of BedroomlBedrms In Addition) 1(0) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (120.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 120.00 ft2 6. Conditioned floor area above grade(ft2) 120 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 L c.WA R= ft2 11.Ducts R ft2 7. Windows(7.1 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Main 6 30 a.�U-Factor: Sgl,U=1.30 7.11 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit • 48.a.rr&iR:12.000 • •• • • • c. U-Factor: N/A ft2 •. • . 0 •• SHGC: 13.Heating systems see*** kBtu/IY0•Wiciency.... :. d. U-Factor: N/A ft2 a.Electric Strip Heat 0 0.;0 0 1 37.0 .COP:1.000 ••.••• SHGC: 0000 , .• • • • Area Weighted Average Overhang Depth: 2.000 ft. • • • • • Area Weighted Average SHGC: 0.500 14.Hot water systems-Replacement eq•uipment • 0 a. Electric 00:0*: �11a:4b gallons 0 0 0 8. Floor Types (120.0 sqft.) Insulation Area •• •• 1 • OEF:0.9200'0';' a.Slab-On-Grade Edge Insulation R=0.0 120.00 ft2 b. Conservation features •• • • •• b.N/A R= ft2 None • • • • 000000 c. N/A R= ft20 0 0 0 0 0 15.Credits � 00. • PStat:,,••: Glass/Floor Area: 0.059 Total Proposed Modified Loads: 15.57 P w Lw SO Total Baseline Loads: 16.15 /'1.7 I hereby certify that the pl ns and specific tions covered Review of the plans and E fKE ST,q1 this calculation are in com I'ance with the Florida Energy specifications covered by this Code. I calculation indicates compliance � VI oR,� with the Florida Energy Code. • „ , G1 PREPARED BY: Before construction is completed R, DATE: this building will be inspected for _._fir {M , compliance with Section 553.908 $ hereby certify that this building, as designed, is in compliance Florida Statutes. , with the Florida Energy Code. GOb T�� OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 1 10/11/2016 4:20 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 a FORM R405-2014 PROJECT Title: Angela Henao Residence Add Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 120 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 , Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 10804 NW 2nd Ave. Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: Whole House Fan: City,iState,Zip: Miami Shores, Family Type: Single-family FL, 33168 New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blocks 120 960 ••••• SPACES .;juuber N3me .,*goo Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated ••1••: Dain ••••0• 120 960 No 1 1 1 Yes Yes Yes FLOORS 7.7.. # floor Type •• •• Space .Perimeter R-Value Area Tile Wood Carpet ' 1 Slab-bn-Grade Edge lnsulatio Main 14 ft 0 120 ft2 0 0 1 0000-• • • • • • 000.. 0• ROOF ' " Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 124 ft2 14 ft2 Medium 0.96 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 120 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 Blown 120 ft2 0.11 Wood 4 I 10/11/2016 4:20 PM EnergyGaugeO USA-FfaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below To Wall Tvpe Ft Are R 1 N Exterior Concrete Block-Int Insul Main 5 10 5 8 83.3 ft2 0 0.75 0 2 E Exterior Concrete Block-Int Insul Main 5 50 2 8 401.3 ft2 0 0.75 0 3 W Exterior Concrete Block-Int Insul Main 5 11 4 8 90.7 ft2 0 0.75 0 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V #• Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 3 Metal Single(Clear) Yes 1.3 0.5 7.1 ft2 2 ft 0 in 0 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 80 4.39 8.26 .1754 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 37 kBtu/hr :••01:• sys#1 COOLING SYSTEM .••••••• �•••�• .• • ...... # System Type Subtype Efficiency Capacity Air tro%*v* SHR 81ock Dwri;•: 1 Central Unit None SEER: 12 48 kBtu/hr 1440►ifm •0.75 • • 1 • sys#1 HOT WATER SYSTEM 00 ' # System Type SubType Location EF Cap Use SetPnt• • • Conservation • • 1 Electric None Main 0.92 40 gal 60 gal 120 deg .Bone••. . . SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Areae Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 30 ft2 . Attic —10W,ft2 Default Leakage Main (Default) (Default) 1 1 S h { { 10/11/2016 4:20 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page.3 of 4 FORM 6405-2014 TEMPERATURES Programable Thermostat:Y Ceiling Fans: N Cooling [[ ]]Jan (( �Feb [[ ]]Mar [[[ Apr I May ri Jun IXI Jul IXI Aug Se [ ]Oct [[ ]]Nov [[ Dec Heatin [X]Jan Pq Feb [X]Mar Apr May Jun Jul AuSep [ ]Oct [X]Nov [X Dec Venting [[ ]]Jan [[ ]]Feb [[X]]Mar Apr May Jun Jul Aug Se [X]Oct [[X]]Nov [[ ]]]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80" 80 80 80 PM 80 80 78 78 78 78 78, 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78- 78 78 78 78 78 -- 78 - 78- 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 _ 68 68 68 68 68 68 68 68 68 66 66 • • • •• •••• • •• 10/11/201.6 4:20 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 10804 NW 2nd Ave., Miami Shores, FL, 33168 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 575.33 ft2 b.WA R= ft2 3. Number of units,if multiple family 1 c.WA R= ft2 4. Number of Bedrooms 1(0) d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 120.00 ft2 6. Conditioned floor area(ft2) 120 b.N/A R= ft2 7. Windows— Description Area c.N/A R= ft 2 a. U-Factor: Sgl,U=1.30 7.11 ft2 11.Ducts R ft a.Sup:Attic,Ret:Attic,AH:Main 6 30 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/h4j Efficiency c. U-Factor: N/A ft2 a.Central Unit • 48.(I.3E2'R:12.00...... SHGC: • • 00.00• d. U-Factor: N/A ft2 13.Heating systems ••• ••kBtu/hT Efficiency ••0•••• SHGC: • • 0000•. Area Weighted Average Overhang Depth: 2.000 ft. a.Electric Strip Heat 37.0 COP:1.00•••• •••••• Area Weighted Average SHGC: 0.500 • • • • 8. Floor Types Insulation Area 14.Hot water systems-Replacemegt�ejVip=nent 48 gallons•••••0 2 a.Electric a.Slab-On-Grade Edge Insulation R=0.0 120.00 ft ••�••� • •fF:0.920000:* b.N/A R= ft2 b. Conservation features ; �:�; 0 0 c.N/A R= ft2 None 0• • i.i•:0 0 0 0 0.• 15.Credits i •0 0 Pstat;0 0 0 a •• • 0000 • • • • certify that this home has complied with the Florida Energy Efficiency Code for Building -VI Construction through the above energy saving features which will be installed (or exceeded) `,0 qr�o in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 1t Address of New Home: City/FL Zip: Gpti WE r *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/11/2016 4:20 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 t FORM R406-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Angela Henao Residence Addition Builder Name: Street: 10804 NW 2nd Ave. Permit Office: City,State,Zip' Miami Shores,FL,33168 Permit Number: Owner: Jurisdiction: Design Location: FL,Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous°air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. / Access openings,drop down stairs or knee,wall doors to`unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation I Walls and sill plate shall be sealed.' The junction of the top plate and,the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in . . / substantial contact'and continuous alignment with the air barrier. " ,.* o e Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skyliglils and ....•. • framing shall be sealed. ... .. I Rim joists Rim joists are insulated and include an air barrier. •••• : •' .. . Floors (including above-garage Insulation shall be installed to maintain permanent contact with'ura*dercide V. '. "' '• and cantilevered floors) of subfloor decking. 00 / . The air barrier shall be installed at any exposed edge of insulajidrl.;'; Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently :" " . •. attached to the crawlspace walls. .. . t .. Exposed earth in unvented crawl spaces shall be covered with a Class I '.. vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity / spaces ' Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated,and sealed to the drywall. t Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. 1 Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. I ' / Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or j i air sealed boxes shall be installed. i HVAC register boots HVAC register boots that penetrate building thermal envelope shall be / sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have / gasketed doors 10/11/2016 4:20 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Building Input Summary Report PROJECT Title: Angela Henao Residence Bedrooms: 3 Address Type: Street Address Building Type: User Bathrooms: 0 Lot# Owner: Conditioned Area: 1700 sq.ft. Block/SubDivision: #of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 10804 NW 2nd Ave. Permit Office: Rotate Angle: 0 County: Miami-Dade Jurisdiction: Cross Ventilation: City,State,Zip: Miami Shores, Family Type: Single-family Whole House Fan:' FL, 33168 " New/Existing: Addition Terrain: Suburban Year Construct: Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL_MIAMI_INTL_AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cq$t ;"';?Unit Electricity kWh EnergyGauge Default 0 " ` :•.•0.0188 `• Natural Gas Therm EnergyGauge Default 0 : ` ` 1.72 Fuel Oil Gallon EnergyGauge Default 00*6*" ' 1.1 *0000: Propane Gallon EnergyGauge Default 00"900 ;'. 'J.4 SURROUNDINGS0 0000.. .. 00000 • Shade Trees rg0jW*pt Buildings 0 0' Ornt Type Height Width Distance Exist HeZht ' ; Width 0 DisWrp, 0 N None O ft O ft O ft 01 •`. Olt C4...: NE None Oft Oft Oft 0ft00 ` 04?0 `0 (fft ' E None Oft Oft Oft Oft Oft" ' Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft 'Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Blocks 1700 13600 SPACES Number Name Area Volume Kitchen 'Occupants Bedrooms Finished Cooled Heated 1. Main 1700 13600 Yes 1 3 Yes Yes Yes FLOORS (Total Exposed Area= 1700 sq.ft.) # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Main 228 ft 0 1700 ft2 ---" 0 0 1 10/11/2016 4:21 PM EnergyGauge®/USRCZB v5.1 Page 1 of 6 j Building Input Summ ry Report ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 F Gable or shed Composition shingles 1752 ft2 212 ft2 Medium 0.96 No 0.9 No 0 14 ATTIC -# - Type Ventilation Vent Ratio(1 in)-- Area RBS IRCC w -- •• 1 Full attic Vented 300 1700 ft2 N N CEILING (Total Exposed Area= 1700 sq.ft.) # Ceiling Type Space - R-Value Ins.Type Area Framing Fraction Truss Type 1 Under Attic Q Main 30 Blown 1700 ft2 0.11 Wood WALLS (Total Exposed Area= 1827 sq.ft.) Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in"Project"section above. Adjacent Cavity Width Height Sheathing Framing Solar Below # Ornt o Wall Type Space R-Value Ft In Ft n Area R-Value Fraction Absor. Grade% 1 N- , Extegior Concrete Block-Int Insul Main 5 65 8 8 525.3 ft2 0 0.75 0 ••a••• E Extevior Conorete Bock-Int Insul Main 5 50 2 8 401.3 ft2 0 0.75 0 • • • • .3 S .:"or Co&ret8$lock-Int Insul. Main 5 62 5 8 499.3 ft2 0 0.75 0 •••••• • •• • 4 W Exterior Concr•••Block-Int Insul Main 5 50 2 8 401.3 ft2 0 6.75 0 ra&rI!kosed Gross WAII Area: •VW sq.ft. Total Window Area: 236 sq.ft. Total Door Area: 80 sq.ft. Net Wall Area: 1511 sq.ft. 000.00 • .• ...•.. WINDOWS (Total Exposed Area 236 sq.ft.), •� Wall �,�.., Overhang • t ID ram •;;nes,- NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening •• ••• 4 N 1 Afetal• Single(Clear) Yes 1.3 0.5 N 22.1 ft2 2 ft 0 in 0 ft 0 in None None 0000•• • • 2 VV 40%:dt4I. Sinole(CILar) Yes 1.3 0.5 N 42.0*ft2 2 ft 0 in 0 ft 0 in None None 3 W 4 Metal Single(Clear) Yes 1.3 0.5 N 22.1 ft2 2 ft 0 in 0 ft 0 in None None 4 W 4 Metal Single(Clear) Yes 1.3 0.5 N 7.1 ft2 2 ft 0 in 0 ft 0 in None None 5 W 4 Metal Single(Clear) Yes 1.3 0.5 N 3.1 ft2 2 ft 0 in 0 ft 0 in None None 6 W 4 Metal Single(Clear) Yes 1.3 0.5 N 7.1 ft2 2 ft 0 in 0 ft`0 in None None 7 S 3 Metal Single(Clear) Yes 1.3 0.5 N 10.0 ft2 2 ft 0 in 0 ft 0 in None. None 8 S 3 Metal Single(Clear) Yes 1.3 0.5 ' N 10.0 ft2 2 ft 0 in 0 ft 0 in None None 9 E 2 Metal Single(Clear) Yes 1.3 0.5 N 10.0 ft2 2 ft 0 in 0 ft 0 in None None 10 E 2 Metal Single(Clear) Yes 1.3 0.5 N 21.6 ft2 2 ft 0 in 0 ft 0 in None None 11 E 2 Metal Single(Clear) Yes 1.3 0.5 N 16.6 ft2 2 ft 0 in 0 ft 0 in None None 12 E 2 Metal Single(Clear) Yes 1.3 0.5 N 15.6 ft2 2 ft 0 in 0 ft 0 in None None 13 -N 1 Metal Single(Clear) Yes 1.3 0.5 N 9.3 ft2 2 ft 0 in 0 ft 0 in None None 14 N 1 Metal Single(Clear) Yes 1.3 0.5 N 20.0 ft2 2 ft 0 in 0 ft 0 in None None 15 N 1 Metal Single(Clear) Yes 1.3 0.5 N 20.0 ft2 2 ft 0 in 0 ft 0 in None None � A 10/11/2016 4:21 PM EnergyGauge®/USRCZB v5.1 Page 2 of 6 a } Building Input Summary Report. • INFILTRATION i # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Proposed ACH 50 .000254 1133.3 62.22 117.01 .1754 5 All MASS I Mass Type Area Thickness Furniture Fraction Space ' No Added Mass 0 ft2 "' "L 0 ft 0.3 Main ' HEATING SYSTEM # System Type Subtype Efficiency Capacity ------Geothermal HeatPump------- Ducts Block Entry Power Volt. Curr 1 Electric Strip Heat None COP:1 37 kBtu/hr 0 0 0 s s#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit None SEER:12 48 kBtu/hr 1440 cfm 0.75 s s#1 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Fixture Fl(o,,Pipe Ing. Pipe IerTgTft•;' of 6 0 • • 1 Electric None Main 0.92 40 gal 60 gal 120 deg Stan a None!00".462112512353 Recirculation Recirc Control Loop Branch Pump DWHR Facilities Eat;6•DWHR •Other Cre4lits System Type length length power Connected Flow Eff •••••• No NA NA NA NA No NA NA060 NA • •• None••••• • SOLAR HOT WATER 0:664 0 '••• 0004.6 Collector Surface Absorp. Trans Tank Tank ; T9hk: Heipt 0 PV 6Vyrp j, Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value iSurf Aiea Exch*,E"*RRnped OEnergy,, 0000 00 6 DUCTS DUCT ---------Supply--------- ----------Return--------- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location R-Value Area Leakage Type Handler TOT OUT. QN RLF Heat Cool 1 Attic 6 340 ft2 Attic 6 85 ft2 Default Leakage Main Default Default t 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: N Conlin [[ ]]Jan H Feb [[ ]]Mar [ ]A r i i Ma [X]Jun X Jul [X]AugX]Se [ ]Oct'` Nov [[ ]]Dec Heating [X]Jan Feb [X]MarApr May [ ]Jun Jul [ ]Au [ ]Sep [ ]Oct XNov [X]Dec Ventin [[ ]]Jan Feb [[X]]Mar [X]Apr May [ ]Jun Jul [ ]Aug [ ]Se [X]Oct [[X]]]]Nov [[ ]]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/11/2016 4:21 PM EnergyGauge®/USRCZB v5.1 Page 3 of 6 t i i Building, Input S.umm ry Report APPLIANCES&•LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 %Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWhNr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 %Released: 60 PM 0.779 0.698 0.605- 0.57• 0.581 0.57 0.57 0.57 0.57 0.488 0.43---40.198- Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 : 0.597 0.383 0.281 Annual Use:. 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 10 PM- 0.875 0.85 0.8 0.625, 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWhNr Peak Value: 0 Watts Lighting 'AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 %Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51: 0.28 Annual Use: 1.815 kWh/Yr Peak Value: 593 Watts Miscellaneous AM 0:48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67` 0.61 0.55 0.53 %Released:••.; PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79, 0.99 1 0.96 0.77 0.55 •:Aft'dl Use: 0 kWhNr •'• ; Peak Value:. 0 Watts RAI Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 ••••• • 0000• Released: 0 PM • 1• 1 1 1 0 0 0 0 0 0 0 0 •Awwal Use: 0;WhNr •••• Peak Value: 0 Watts • • •• 0000 � Fiyg• • •• ; t Affil•.•4657 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 •.°(:Vjeased: t00 Py ••4457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 •JW§l Use: %�Whlrr •0.00. Peak Value: 0 Watts Fletrigeration • AM••+0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8- 0.8 0.8 0.8 •:°b.Peleased: 100 • PJ 018 0.85 0.85 0.83 0.88 0.95 1 0:98 0.95 0.93 0.9 0.85 Annual Use: Wh"IC • • Peak Value: Watts 0.0000 • , • t #Nell Pdtnp •• •• ASA •6.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 %Released:00 •• PM: 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 i0.1 0.1 0.1 0.1 Annual Use: 0 kWhNr Peak Value: 0 Watts CLOTHES WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 Cl.washe Default Existing Roomsln 2.874000 HERS2011 328 CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Natural G DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr 1 Dishwash Energy Guide Roomsln 12 EStarRef EStarRef• HERS2011 142 • r i s 10/11/2016 4:21 PM EnergyGauge®/USRCZB v5.1 Page 4 of 6 Building Input Summary Report RANGE OVEN ID Type Screen Location Type Fueltype Make Model Cooktop Oven, 1 Ranges Default New Roomsin CooktopOven C Electric Electric FI Not Conv HARD WIRED LIGHTING ID Type Screen Location Total# Qualify# Comp A All Other FL txtBulbtype Schedule Wafts per bulb 1 -- Hard-Wir Default FIRST FL 20 2 - 0 2-- - Incandes HERS201 60 2 Hard-Wir Default SECOND 20 2 0 2 Incandes HERS201 60 MISC ELECTRICAL LOADS E ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS2011 1 Q f 0000•• • • • 0000•• 0000•• 0000•• • 0006•• • • ti 0000•• 0000 •• • • • 0000 • •• 0000• 1 0000•• •• •' 0000• • • • • • •• •• • •• 000000 • 0000•• • • 0000•• • • • 0000•• �' •• • ( 0000 • • d l 10/11/2016 4:21 PM EnergyGauge®/USRCZB v5.1 Page 5 of 6 Building Input Summary Report APPLIANCES&LIGHTING SCHEDULES Appliance Schedule: HERS2014 Hours p Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Occupancy peak: 400 Btu AM 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.98 0.46 0.27 0.27 0.27 %Released: 100% PM 0.27 0.27 0.27 0.27 0.33 0.61 1 1 0.93 0.93 0.93 0.93 refrig peak: 0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 %Released: 100% PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash peak: 0 W AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 30% PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 E-cDry peak: 0 W AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 15% PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 dWash peak: 0 W AM , 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60% PM 0.376 0.396 0.334 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 E-rOven peak: 0 W AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 %Released: 80% PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 TVs peak: 226 W AM 0.1 0.05 0.05 0.05 0.1 0.2 0.4 0.45 0.4 0.2 0.1 0.1 %Released: • 1001' PM 0.05 0.05 0.15 0.45 0.85 V. 0.95 0.8 0.5 0.25 0.15 0.1 0000•• C.WQOak: OV Akt% 0t 0.6 0.6 0.6 0.6 0.6 0.6 0.25 0.25 0.25 0.25 0.25 Released:• •1 QQ�o PIV? b.25 0.25 0.25 0.25 0.25 0.25 0.55 0.6 0.6 0.6 0.6 0.6 0000•• • 0000•• Jgts in peak: 0 W ANL.;•416 0.15 0.16 0.18 0.23 0.45 0.42 0.26 0.19 0.16 0.12 0.11 }iboased: 10Q jo PM ...%16 0.17 0.25 0.27 0.34 0.55 0.6 0.88 1 0.88 0.51 0.28 I9"(ful•peak: 0'49;M AM ••''1 1 1 1 1 0.75 0.75 0 0 0 0 0 el R8Itased: •' •Q:6 PM;*O;*d 0 0 0 0 0 0 6.5 0.75 0.75 0.75 1 IgIs•gar peak: • 0 W AM.•••.0. 0 0 0 0 0.5 0.75 1 0.75 0.5 0 0 ohBolvased: • 0%6 PK4 • O 0 0.5 0.5 0.75 1 0.75 0.5 0 0 0 0 1•peak: 0 W AMm • 0.6 0.5 0.5 0.75 0.75 0.85 1 1 1 1 0.9 0.9 %Released: •�: $6 PM X0.9 0.9 1 1 1 1 1 1 1 0.85 0.75 0.75 • •• 10/11/2016 4:21 PM EnergyGauge®/USRCZB v5.1 Page 6 of 6 LOCATI-ON M-AP B OUNDARY SURVEY Ro N.T.S Scale:1"=20' N iE CL 10 to NW108thSTREET—' Lot 14 (P.8,43-PG.85) %R 12S.00' ig;61 N 870 33;49"E 3S.001 4-Wire Mesh fence .03' LEGAL DESCRIPTION: 20.40' 2' IN Lot 13 and North 25 feet of Northwest 108 Street,adjacent to said Lot, 0.84' Al rj way'�, 0 �,DHV6 St 76 SHORELAND HEIGHTS,according to the map plat thereof, asrecordedin .6 Concrete)' '.111 Plat Book 43,at Page 85,of the Public Records of Miami-Dade County, 3.00 T1 t it Lot 4 Florida. 01 Block 12 28.1 • (P.B.46-PG.53) 23.2' One stOrY :P. kt. P. CERTIFIED TO: eta Shed Residence No. 10804 9 7' ,- Folio No. o! 25Eoncrete, •MCI Contractors,Inc. 11-2136-002-0140 1.35' ' •Chris Cox 41., 17.95' rQ•, > a Finished Floor SURVEYOR'S NOTES: p3 Step 3.8 P Elevation=12.58- CL 1Z, kq�1. The above captioned property was surveyed and described based on the above legal description furnished by client. A/C 1411111 6.0 2. This certification is only for the lands as described,it is not a certification wI of Title, Zoning, Easements, or Freedom of Encumbrances, ABSTRACT 3' NOT REVIEWED. 4b Tie 3. There may be additional restrictions not shown on this survey that may Tie 32.20' 2.9-02' be found In the Public Records of this County.Examination of ABSTRACT 3.78' 4' OF TITLE will have to be made to determine recorded instruments,if any affecting this property. Lot 13 -4. Ownership subject to OPINION OF TITLE. Lot 5 (P.B.43-PG.85) -1 Block 12 %Wo 5. Type of Survey:BOUNDARY SURVEY. Block -PG.53) 9% 6. Location and Identification of utilities on or adjacent to the property 00 Lot Line — 11111 — — — " were not secured as such Information was not requested. 4.1 "4 7. Unless otherwise noted,this Firm has not attempted to locate Footings 1E, North 25'of V2 and/ or Foundations(underground). N.W.108th Street ro 8. This BOUNDARY SURVEY,has been prepared for the exclusive use of the 0.30' entities named hereon.The Certificate does not extend to any unnamed V2 party. 9. Precision of Closure 1:7500 Suburban Class Survey. 0.32- 41 1j 35.00' 900 bee 10.Bearings shown are assumed and are based on the West of Right of Way 97.3' 27.4' • 000 :g• a •. L • ine of N.W2nd AVENUE, Being S2131'47"E. 6'Chaln 11.Record and Measurement calls are In substantial agreement, unless link fence S 870 36#301' W 125-00' noted otherwise. Folio No. ELEVATIONS NOTE:(IF REQUESTED AND SHOWN). 11-2136-002-0120 1. ) 0.00'Indicates existing Elevations, 2. =Elevations are referred to the National Geodetic Vertical Datum 1929. :*a fat, FLOOD ZONE INFORMATION: PROPERTYADDRESS:10804 N.W.2nd AVENUE,MIAMI SHORES,FL 33169. as, • COMMUNITYNAME: MIAMI SHORES,VILLAGE OF 120652 BENCHMARK INFORMATION2nd BENCHMARK INFORMATION:N-567, DESCRIPTIOMPK NAIL AND BRASS WASHER COMMUNITY MAP; PANEL NUMBER; SUFFIX: BENCHMARK: DESCRIPTION: IN CONC CURB AT NW EDGE OF HANDICAP RAMP.LOCATION:NE 104 ST---29'SOUTH 12086C 0302 L N-566 PK NAIL AND BRASS WASHER IN NW CORNER OF CONC SUPPORT OF TRAFFIC CONTROL BOX/'`, 'i OF C/L,N MIAMI AVE---14.5'WEST OF WEST EDGE OF PAVEMENT ELEVATION.10.54' MAP REVISED: FLOOD ZONE: BASE FLOOD ELEVATION: ELEVATION: LOCATION: THIS NOTA VALID CERTIFICATION WITHOUT THE SURVEYOR'S 09-11-2009 X 10.78' NE 111 ST---91.5 SOUTH OF C/L,MIAMI AVE---36'EAST OF C/L ORIGINAL SIGNATURE AND RAISED EMBOSSED SEAL PRESENT SHEET: DESIGNED BY: REVISIONS: PROJECT No.: DATE: 'r, LAND SURVEYORS - LAND PLANNERS CERTIFICATION: LEGEND AND ABBREVIATIONS DRAWN BY: 1p 7725 S.W. 129TH COURT BY: PG. =PAGE. N.T.S. =NOT TO SCALE OF I SHEET(S) Y.Fernandez Miami,Florida 33183 P.B. =PLAT BOOK B.O.B.=BASIS OF BEARING FORT E FIRM DATE: CHECKED BY: FT - =CENTER LINE I.D. =IDENTIFICATION 12-03-15 Jose M.Rives JOSE M.RIVES Jr. JOSE M RIVES Jr. No. =NUMBER (P) =PLAT SCALE: P.S.M.No.6685 - L.B.No.7836 P.S.M No.6685 kzi.No: 6113 ne A/C =AIR CONDITIONER 160295 V-20' SuCVe!J PHONE:(786)486-8088 FAX:(305)382-4334 STATE OF FLORIDA