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PL-14-1318 t U Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-214555 Permit Number: PL-6-14-1318 Scheduled Inspection Date: April 21, 2015 Permit Type: Plumbing - Residential Inspector: Diaz, Osvaldo Inspection Type: Final Owner: , Work Classification: Addition/Alteration Job Address:121 NE 110 Street MIAMI SHORES, FL 33161- Phone Number (305)400-4842 Parcel Number 1121360040220 Project: <NONE> Contractor: PSG PLUMBING SERVICES, INC Phone: (305)796-7304 Building Department Comments REPLACE FIXTURE RELOCATE TOILETS AND LAUNDRY Infractio Passed Comments ROOM CAB SHOWER VALVES AND KITCHEN REMODEL INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed ❑ Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 20,2015 For Inspections please call: (305)762-4949 Page 5 of 56 P ' Miami Shores Village RECE V �1 Building Department JUN 2a zoo 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 /a BUILDING master Permit No. 0?-6 '/z/ PERMIT APPLICATION Sub Permit No.F/ / V — ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ;LUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP f f CONTRACTOR DRAWINGS iJ' JOB ADDRESS: ! le 54e&� City: Miami hores / County: Miami Dade zip: Folio/Parcel#: 1 / 021 -j 6 ®0 7' o ?2 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: �, BFE: FFE: OWNER:Name(Fee Simple Titleholder): 41,4n, Pr,/ �+lj!i*&(e#; ( ��7' �(O g Address: $ 0 C �P City / f� Pf Stated Zip: Tenant/Lessee Name: Phone#: Email: / / CONTRACTOR:Company Name: J / ` Phone#: Address: City: (n pvt State: Zip: Qualifier Name: ipe-Ao 9CSL Phone#: State Certification or Registration#: 1:1 _ ZCZ�Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: -State: Zip: Value of Work for this Permit:$ !V_��C' Square/Linear Footage of Work: Type Work: Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition DesEri tion� / 6,r e'P Specify color of color thru tile: ' f� Submittal Fee$ Permit Fee$ S' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved pection fee will be charged. Signature Signature OWNERr AGENT O CTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20��,by °� day of Ly 41 JP 20�,by hn to /e 20 .who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY LIC: NOTARY PUBLIC: Sign: /Qt�� f/ Q- Sign: Pri Prin : r RICARD RIARTE ;::` : ' TE Sea.f� •€ MY COMMISSION#FF088736 Seal I;.. MY COMMISSION#FF088736 ;F� ?� r= EXPIRES February 2,2018 '' EXPIRES February 2,201a o�;°' •�;od��".•••' (407)388-0153 FloridallotaryServicexom (407)388-0t53 FlorldallotaryServlce.com APPROVED BY g'/� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OR 193 y lose Miami Shores Village Building Department �ORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We)have been retained by to perform special inspector services under the Florida Building Code at the 121 NE 1101h.STREET,MIAMI SHORES,FLORIDA project on the below listed structures as of 9-5-14 (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(84404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2A.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(84407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) 'DK SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404A.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) X SPECIAL INSPECTOR FOR DEMOLITION Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1, AIMEERODRIGUEZ 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect, graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I,(we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. 1, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect Dame AIMEE RODRIGUEZ (PRINT) Address 12413 SW 220 STREET,MIAMI,FL.33170 DATE: 9-5.14 Phone No. 7862857197 Created on 6/10/2009 Process No. RC14-1296 City of Miami shores Project Name: Residential Remodeling Discipline: Building Address: 121 NE 110 Street Miami Shores Date: 8/6/2014 m Plan Code Response Date Satisfied No. Sheet Reference Plan Review Comments Date A/E Response &Initials REVISION 2 Provide Code legend.Code in effect, Level of Sept., 1 SP-1 New Legend shows al the required notes alteration construction type and use 2014 Provide Site Plan;show the location of all Sept. , 2 SP-1 utilities providing service to the building 2014 New sheet SP-1,shows site plan Some of the Existing plans shown the area a s a Porch enclosure,other as a family room, 3 1=2 The room shown on the plans as a family room Sept. , with a chimney(see attachments from City use to be a screen enclosure 2014 records). Note on new plans remarks the area as a family room and the elevation,more than 8"above crown of the road. 4 1 to 5 Impact fee review is required Sept. , Plans reviewed at Miami Dade County 2014 Attachm Provide mechanical plans with energy Sept., No Mechanical work in this job. Prior 5 ent calculations 2014 Mechanical plan and calculations were submitted in Rev. 1 ELECTRICAL Show location of receptacles on all new walls Receptacles on plans,note regarding tamper 1 E-2 including bedrooms and kitchen. Receptacles Sept., proof receptacles included,schedule shows to be tamper proof.Show arc fault breaker 2014 location on panel schedule location of AFB Page 1 of 1 ky ock. n sneer ins , Inc I a e `® ®® c: www.skyrockeng.com ANSWER TO BUILDING DEPARTMENT STRUCTURAL COMMENTS FOR INTERIOR REMODELING AT 121 NE 110th. STREET, MIAMI SHORES, FLORIDA y. j PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 Phone:786.285.7157 Fax:305.258.3345 Email:aimee@skyrockeng.com ANSWER TO BUILDING DEPARTMENT STRUCTURAL COMMENTS 1) Please, see Structural Notes/foundation, on sheet S-1 in referent to the soil statement. 2) Please, see attached special inspector form. 3) The existing roof rafters are parallel to the back wall; therefore the back wall is only taking wind loads. It is not a bearing wall. Please, see attached picture. Sheet S-3 has been updated to show existing rafters direction. 10 ;se r'�' � -�.•row'� + il, �« • ,.. �. 1 �K ti F , ti ''.• �t !` e Pt lu 6 _ _ Wit;; , �, i"''ya. J.x 5• .ti' - �^--�.'.., _, Ys J - - 17 1 WE Ce- 1 � N: � . Im "f 40 a Lr t �- Y Y 5 F.L VA I f-i V r,A, zt "Lad rL ea. e--rx L It.Y.I vl.T FF L Y. I t r I f.-. at Ct t,r- z:- N Hach Fo 14, IN VY. Pf Ski ®ck nin d i s Inc .�m�l... : www.skyrockeng.com - _ - - — STRUCTURAL CALCULATIONS FOR INTERIOR REMODELING AT 121 NE 110th. STREET, MIAMI SHORES, FLORIDA sees sees assess ee . .. . e 0 0 000.0. .. . 000000 sees.. sees 0 00000. j sees s ee sees.. .. . ssees.. 0 sees . 000 sees.. / • sees.. 00 i . . . . 00000: sees.. sees.. .. sees e � sees PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 Phone:786.285.7157 Fax:305.258.3345 Email:aimee@skyrockeng.com MECAWind Version 2 . 1 . 0 . 6 per ASCD' 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 ioni.mecaenterprises.com Date : 8/2/2014 Project No. Company Name : Designed By Address Description City Customer Name : State Proj Location : File Location: C:\WORK\MY PROJECTS\2014\(14024) 121 NE 110 ST (DELLA)\MC\WIND.wnd Directional Procedure Simplified Diaphragrsm 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 = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am 0.15 BM = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.00 Deg Ht: Mean Roof Ht = 15.00 ft Type of Roof = Gabled RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 15.00 ft OH: Roof Overhang at Eave= 2.60 ft Roof Area = 158.00 ft^ 2 Bldg Length Along Ridge = 55.00 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.... . . 0000 0000.. Gust Factor Category II Rigid Structures - Complete Analysi9,.• �� �• Zm: 0.6*Ht .99619 15.10.0.%t• 99.916 lzm: Cc*(33/Zm) ^0.167 •= 0.23 Lzm: 1*(Zm/33)^Epsilon6.66=•427.06 fit 6666•• Q: (1/(1+0.63* ( (B+Ht)/Lzm) ^0.63) )^0.5 •••6=• 0.49.1... . Gust2: 0.925*( (1+1.7*lzm*3.4*Q)/ (1+1.7*3.4*lzm) ) 0.88 . ��:�•- 00.69 0. 6 0000. Gust Factor Summary 66�..� 0 6 6 ..� ..•696 Not a Flexible Structure use the Lessor of Gustl or Gust2 :";_'; 0.856 '. 6 • • . 0660.. 696... Table 26.11-1 Internal Pressure Coefficients for Buildings;O, GWS • :0000: GCPi Internal Pressure Coefficient •• =0+/-0.4a96 • • 666• Topographic Adjustment 0.33*z = 4.95 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 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 = 1.06 ph: Net Pressure at top of wall (windward + leeward) = 38.41 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.41 psf ps: Side wall pressure acting uniformly outward = .55 * ph = 20.96 psf pl: Leeward wall pressure acting uniformly outward = .37 * ph= 14.35 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.06 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.06 psf MWFRS-Wall Pressures for Wind Normal to 55 ft wall L/g = 0.95 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 pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.99 psf See Fig 27.6-2 for Parapet wind Roof Pressures pressures See Table 27.6-2 Mean roof ht. Ph r-30 8 Wind !Nall Pressures h -�--;► g See Table 27.6-1 Plan Pm • • ..•• ...... Elevation •••••• •. • ••••% • Net Wind Pressures on Roof (Table 27.6-2)9 • e••••• Exposure Adjustment Factor • _. V.10U4 Zone Load Casel Load Case2 ••.•.• • • • psf Psf s i.•.% ease*: ---- ---------- ---------- . • 1 -35.37 5.12 0 2 -24.35 -7.17 00.0 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10' indicates that the zone/load case is not applicable. Woo wtm 0 Gabled Roof Roof Overhang Loads (Figure 27.6-3) : Load Case 1: Povhl: Overhang pressure for zone 1 = -26.53 psf Povh3: Overhang pressure for zone 3 = -27.03 psf Load Case 2• Povhl: Overhang pressure for zone 1 = 3.84 psf Povh3: Overhang pressure for zone 3 = .00 psf Root !gA: peg=s-swc iron �%tbjc , F� 9 0000.. .0000.. 0000 . 0000 0000 . . 0000.... 0000 . .000.• 0000.... 0000.... 0000.. 0 .0.00• 0000.. . 0000... 0000.... 0000 . 0000... 0000 0000 . 0000 .. . 0000 0000.... 0000.... . 0000 . . . . . .0064. ..00.00 . 0000 .... . . .. . 0000 0 0 CAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date : 8/2/2014 Project No. Company Name : Designed By Address Description City Customer Name State Proj Location File Location: C:\WORK\MY PROJECTS\2014\(14024) 121 NE 110 ST (DELIA)\CALC\WIND.wnd �t Roof not I I 1 1 ,J t' shou-n 1 1 1 1 1 2 G rI I 1 1 `' t•i .,,. I I 1 1 1� WAS ,� „ ;% � Gable Roof 7 ::0<=45 J a .... Wind Pressure ora components anal Cladding (Ch.30.Par•1.10�•' 0000.• All pressures shown are based upon ASD Design, with a LoatiL Factor erf• . 6 •� 0000.. of . 0000.. Width of Pressure Coefficient Zone "a" = 5.$0fit.. . . Description Width Span Area Zone Max Min Max$0. Min $ �••••; ft £t ft^2 GCp GCp pato....psf :00000 ••.•• -------------------------------------------------- • • ------------771ii'i1----Zi • 0000• WALL 2.33 10.50 36.8 4 0.90 -1.00 3C,06.0-40.06.9, 944960 WALL 2.33 10.50 36.8 5 0.90 -1.20 36.,44..-46.85 . .• 10SF 2.00 5.00 10.0 1 0.50 -0.90 2-1.08 :-36. 6 �•���� 10SF 2.00 5.00 10.0 2 0.50 -1.70 23.08 -63.11•••• 10SF 2.00 5.00 10.0 3 0.50 -2.60 23.0 -94. 6 : 9 0000: 10SF 2.00 5.00 10.0 2H 0.50 -2.20 16'47 0-74.67:00 • 10SF 2.00 5.00 10.0 3H 0.50 -3.70 16.97 -125.S$.. 25SF 5.00 5.00 25.0 1 0.42 -0.86 20.38 -35.31 25SF 5.00 5.00 25.0 2 0.42 -1.50 20.38 -57.06 25SF 5.00 5.00 25.0 3 0.42 -2.36 20.38 -86.25 25SF 5.00 5.00 25.0 2H 0.42 -2.20 16.00 -74.67 25SF 5.00 5.00 25.0 3H 0.42 -3.22 16.00 -109.38 50SF 5.00 10.00 50.0 1 0.36 -0.83 18.34 -34.28 50SF 5.00 10.00 50.0 2 0.36 -1.35 18.34 -51.95 50SF 5.00 10.00 50.0 3 0.36 -2.18 18.34 -80.12 50SF 5.00 10.00 50.0 2H 0.36 -2.20 16.00 -74.67 50SF 5.00 10.00 50.0 3H 0.36 -2.86 16.00 -97.12 100SF 10.00 10.00 100.0 1 0.30 -0.80 16.29 -33.26 100SF 10.00 10.00 100.0 2 0.30 -1.20 16.29 -46.84 100SF 10.00 10.00 100.0 3 0.30 -2.00 16.29 -73.99 100SF 10.00 10.00 100.0 2H 0.30 -2.20 16.00 -74.67 100SF 10.00 10.00 100.0 3H 0.30 -2.50 16.00 -84.85 JOIST 1.33 8.33 23.1 1 0.43 -0.86 20.61 -35.42 JOIST 1.33 8.33 23.1 2 0.43 -1.52 20.61 -57.63 JOIST 1.33 8.33 23.1 3 0.43 -2.38 20.61 -86.94 WINDOW 3.08 2.00 6.2 4• 1.00 -1.10 40.05 -43.45 WINDOW 3.08 2.00 6.2 5 1.00 -1.40 40.05 -53.63 DOOR 3.00 6.67 20.0 4 0.95 -1.05 38.25 -41.64 • DOOR 3.00 6.67 20.0 5 0.95 -1.29 38.25 -50.02 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 33.94 psf • goes •...•. • • •s•.•s • • •.•••s • • .•••.w • •.s• WIND LOAD FOR LOW-RISE WALLS& ROOF(ASCE7-10 FIG 28.4-1) qz PSF ANGLE LOAD CASE A 33.9 1 2 3 4 1E 2E 3E 4E Gcpi 33.9 14 22.035 -17 29 -8.814 -6.441 30.51 -30.17 -14.916 -12.54 0.18 9.8311,-29.491 -21.02 -18.65 18.306 -42.38 -27.12 -24.75 -0.18 qz PSF ANGLE LOAD CASE B 33.9 1 21 31 41 5 6 1E 2E 3E 4E SE 6E Gcpi 33.91 1 14 -9.153 -17.29 -6.441 -9.153 19.662 -3.729 -10.17 -30.17 -11.87 -10.17 26.781 -8.475 0.18 -21.36 -29.49 -18.65 -21.36 7.458 -15.93 -22.374 -42.38 -24.07 -22.374 14.577 -20.68 -0.18 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . ••• • • • • • • • • •• • • •• • • • • • •• •• • • • •• •• mmm g, ..a JOB: CA No.29652 www.sWockeng.com SHEET No.: OF EMAIL:almee@skyrockeng.com CALCULATED BY: DATE. Phone:786 285 7157 Fax:305.258 3345 f AJ 00); el 49 7 > 75 7 s - L4- -L4- t bL /4) 00*0 0000:0 00.0 • 00 0 0 0 • 0 0 600:06 0 0 L 00*000 0 000e 00 • .00 0•0 :eeoo: • :• 0000:• 00 00000 • 0000 // 3,3 r=ngmssrhi , �nq mmillym gJOB: IZ240VE CA No.29652 www.skyrockeng.com SHEET No.: /0 OF;—/� EMAIL:aftnee@skyrockeng.00m CALCULATED BY: DA Phone:786 285 7157 Fax:305.258 3345 rote e,1 4e C,I" e" 6 ps r vo4 -�o .7c p r 7t x 7, r 3 9.9.99 .99 -0 0" 0 0 0 0 00.0. 0 :0 900*:0 9..999 0 0 0 •- 000000 0*0000 0 09694: 0- 0000 J® Title: Job 089111r. Date. 12:24PM, 3 AUG 14 00 Description: Scope: Raw. 580= User.KW-06032M,Var s.e.o,1-Dec-2omPage I (C)1983-2D()3 ENERCALC Software Timber Beam & Joist calmecw.calcufafims Description roof rafters Timber member Information Code Ref 2001 NDS,2003 IBC,2003 NEPA 5000.Base alWwables are user��i,�ed. Timber Section 410 Beam Width in 3.500 Beam Depth in 9.250 Le:Unbraced Length ft 9.00 Timber Grade southem Put%140.1 Fb-Basic Allow psi 1,300.0 Fv-Basic Allow psi 175.0 Elastic Modulus ksi 1,700.0 Load Duration Factor 1.250 Member Type Manuf/Pine Repetitive Status RepeNve Center Span Data Span 22.30 Dead Load 25.00 Live Load 50.00 Results Ratio= 0.7005 Mmax @ Center-" in-k 55.95" @X= ft 11.15 fb:Actual psi 1,120.9 Fb:Allowable psi 1,600.2 SencHng OK fir:Actual PSI 36.3 Fv:Allowable psi 218.8 Shear OK Reactions Left End &" lbs 278.75 LL lbs 557.60 Max DL+LL lbs 836.25 @Right End DL lbs 278.75 • • 6.0 0.0 LL lbs 557.50 0 Max DL+LL lbs 836.25 Deflections Ratio OK 000000 0 Center DL Dell in -0.354 UDefi Ratio 754.9 Center LL Dail in -0.709 UDefi Ratio 377.5 0*00:0 Center Total Defl in -1..063 0 Location ft 11.150 L/Dell Ratio 251.6 V00 0 0 0000 &baps&liesH/Tf / ® J • • Seismic&Hurricane Ties _to <9h 7hase products aro mailable with adovonel corrosion protection.Ad&Wimot products on These products are approved forinstallatlon with Ute Strong-Drive SD Srmctural- this page may also be available with this option,check with Simpson Strong-Tie fordeteila. Connector screw.See page 30 for the correct substitution and SD screw ske. Fasteners OF/SP SPF/HF Uplift Load No. Madel Allowable Loads LeadAllowableLoads iftWith L Be Rafters/ h code To To UpliftL 1 1 Sdxt'h Naos uplift 168 Malls Lateral 8dx1'% Ref Trt� Plates Sfods 1� (160) 160 Ft F3 (160) Al 118 6-8dxl14 4-8d — 585 485 165 455 400 415 140 370 117 16.F16 HZ 18 - 5-8d — 5-8d 335 — — 335 230 — — 230 1-12A 118 5-8dx1'h 2-8dx1'h 5-8dx1'/a 575 130 55 — 495 130 55 IP1,L13,F25 H2.5 18 5-8d 5-8d — 415 150 150 415 1 365 130 130 365 117,L6.F16 H2.5A 18 5-8d 5-8d — 600 110 110 480 535 110 110 480 117,F16 HUT 18 5-8d 5-8d — 1 545 135 145 425 545 135 145 425 IP1,L18.F25 H3 18 4-8d 4-8d — 1 455 125 160 415 320 105 140 290 }7H4 20 4-8d 4-8d — 360 165 160 360 235 1 140 135 235 117,L6,F1 H5 18 4-8d 4-8d — 455 115 200 455 265 100 170 265 H6 16 — 8-8d 8-Bd 950 — — — 820 — — 117,F16 H7Z 16 4-8d 2-8d 8-8d 985 400 — — 845 345 — — 'H8 18 5-10dxj% 5-101x1'% — 745 75 — 630 565 75 — 510 F26 H10 18 8-8dx1'h 8-Ml 1h — 995 590 275 — 850 505 235 — 117,F16 H10A 18 9-10dx1% 9-10dx1'% — 1140' 590 285 — 1015 1 505 285 — 117,L18,F25 HIOSO.10 18 8-8dx1'h 8-8dxlWO 8-8d 1010 660 215 550 870 570 185 475 IP1,LIB,F25 H10-2 18 610d 6-10d — 760 455 395 — 655 390 340 — 117,F16 H71Z 18 6-16dx2'h 6-16dx2% — 830 525 760 — 715 450 655 — 170 H14 18 1 12-8dx1% 13-84 — 1350' 515 265 — 1050 480 245 — 12-81x1'% 15-8d — 1350' 515 265 1050 480 245 — IP1,L1o,F25 TSP 16 9=10ok-0, G--IOLVn — -,/40 310 190 — 635 265 160 9-1a6'd 1 6101 — 690 310 190 — i55 265 i6G — 1.Loads have been Increased 60%for drind onearthquake loading with 6.Hurricane Ties are shown installed on the outside of the wall for clarity and assume a minimum no further increase allowed;reduce where other loads govem. overhang of 31h°installation on the inside of the wall is acceptable(see Genoral instructions for 2.Allowable loads are for one anchor.A minimum rafter thickness of the lashiNer notes u on ) p 2%°must be used when framing anchors are installed on each side page and For uplift stud connector) Load Path,connections in the same area of the joist and on the same side of the plate(exception:connectors e.buss to plate connecter and plate to sbrd connector)must be on same side of the wail. Installed such Mat►rebs an opposfAe sift dont Interfere). 7.Southern Pine allowable uplift loads for HI GA=1340Itis.and for H14=1465 Ibs. 3.Allowable DF/SP uplift load for stud to bottom plate installation 8.Refer to technical bulletin T HTiEBFARING for H1,H10,H10S,H10-2,H1 1Z H14 allowable Asee detail 15)Is 400 lbs. H2.5)•390 Obs.(H2.SA);360 Sts.(H4)and g enhancamern loads(see page 214 for detsils� 0 lbs.(H8).For SPFfH�values multiply these values by 0.$6. 9.H1 OS can have the stud offset a maximum of 1`from rafter(center to center)for a 4.Allowable loads in the Ft direction are not Intended to replace reduced uplift of 890 lbs.(DF/SP),and 765 lbs.(SPF). diaphragm boundary members or prevent cross grain bending of 10.H10S nails to plates are optional for uplift but required for lateral leads. the truss or rafter members. 11,NAILS.16dx2%-0.162'dia.x 214'long,ted=0.148'dia.x3'long, 5.When cross-grain banding or cross-grain tension cannot be avoided 101x1%=0.148°dia.x 1'/z long,8d=0.131'dia.x 2Y2'long,8dx1'%=0.131'dia,x 1%°long. In the members,mechanical reinforcement to resist such forces may be considered See page 24-25 for other nail sizes and information. 'Xft''A /7\ A • �F, =a 0000 i • •• \' tam 06D • • �''� •• • • ••••••W ma r'® •••® ® ti ..... Hl installation H2A Installation TSP Installation �•`5A Installation ••••••H2.5T 119t�tn s•i•••a (H2 similar) (Nails into both top plates)••••• into o t IpSAI eS) ••••• (H2.5 similar) • W 0000•• • • � • • • • 0000•o 0000•• 4¢ • • • • ° as • 0000 • .y Useaminii%m�• of twoadreiCs'•• `'gn � �H4° ° lids sde of tn� ^ ® InstaHaven cMIS if . ' H3 Installation (H2-5 similar) i + 0 �+ (Nails into upper top plate) ($ee toobtote 3) 4 H2.5T Installation : r F, Two ad Haas F2 pO ttdoRlams e ad °° ® irto ° Skills °o H6 Stud 174 e©lotion H5®Ration to ToInstalPlate AM HO Stud to lation Joist Installation H7Z Installation (N i upper top plate) (Halls into both top plates) Bond Masanrylbnnectors - a a Anchor Fasteners DF/SP SPF/HF Model s R CodAllowable Loeds' Allowable loads' No. L To To To lipBtN Lateral Up lateral R ® Rafters/ CMU Concrete 160 160 Tress (160 Ft F2 (160 F1 F2 HM9KT9 18 1% 6'1% ,-SDS Y---x1',V 5-'/m2%Titan 5-Yx1'/Titen 595 425 200 595 425 200 HGAM10KTA--- 14 — — 4-SDS Y4'xl W 4-'/-x29/4 Titan 4-YU1314 Titan 850 1005 11058 610 725 7958 F27 H10S 18 1% 11% 8-8dx11h 2-%x4 Titan HD 2-%ax4 Titan HD 1065 — — 915 — — IPi,F25 LTA1 DiSGungaued-See LTA2. LTA2 Perpeudicularto 18 — — 10-10dx1': Embed Embed 1210' 415 875 1015 415 735 Wall Installation UA2 F24 Psrallel to V.1aii 18 — 10-1001 t> Emued Embed 121n, 950 224 1015 GOO 220 1¢t�l�sst�tlnn HIS 18 1% 18Y. 210dx1% 6-%.x2'/,Titan 6-%4X1%Titan 1470 — — 1265 — — H16S 18 1% 11% 210dx1% 6-''/4x2Y--Titan 6-'/4x1V4Titan 1470 — — 1265 — — H16-2 18 3'/4 183% 210dx1'k 6-%x2'/,Titan 6-'/4x1%Titan 1470 — — 1265 — — F26 H16 2S 18 3'/, 111%.1 2-10W% 6-'/4x2'/,Titan 6-/4x19/4 Titan 1470 — — 1265 — — 1.Loads have been increased for wind or earthquake loading with no further 5.See page 155 for Titan screw information. increase allowed.Reduce where other loads govem. 6.Table allowable loads were determined using test uttfmate/3 or fastener calculation values. 2.Allowable loads are for one anchor.A minimum rafter thickness of 2W must be 7.Products shall be Installed such that the Titan screws and Titan HD®anchors are used when framing anchors are Installed on each side of the joist and on the not exposed to the weather. same side of the plate. 8.HGAM10 F2 loads are for forces into the connector.See illustration 2 for loads 3.The HM9KT and HGAMIOKTA are kits with(20)HM9 and(10)HGW10 away from the connector. connectors packaged with Simpson Strong-Tie'Strong-Drive®SDS screws 9.JA29 allowable uplift on SP is 1425 lbs.for perpendicular to viall ins!allafion and and 2Y4'andN'Titen•screws,respectively.(1%*7#anscromforconcrate 1390 lbs.for parallel to nail installation. installations sold separately.) 10.MAILS:1 Odxl A=0.148°dia.x 11&long,8dx1 Ye=0.131°dia xt W long. 4.Minimum edge distance using Titan screws Is 1'h-. See page 24-25 for other na0 sizes and information. v Fj v 4 F2 _ + • all F2 as • ••••4Y•o 5W Fi .b o:�. .tt ♦••. • • •Q d5 Rebar •• Rartipface in ••••• } Min. BSMi ;. ••i M•�d -•1� +•i•••a • • • • • Typical H10S LTA2 Perpendicular to Wall LTA2"5,A01 to VJaII• •• ••'•�'w Installation Installation ix et�bia>tion • • Moisture barrier `• • :•••• not shown(Typ.) •• • .•• • a Fi N o Fa 680 lbs.(DF/SP) ; t ' 530 Ibs.(SPF) a #5 Rebar �a d5 Rebar Fl . Min. Min. #5 Rebar Min. 0 H16S InstalledHGAM10 Installed ® HMO Attaching Truss 160 Into Masonry into Masonry to Masonry SalldSaeradnrtl►becCattt�et�ars �I�Wiiiiii /�• FACE MOUNT HANGERS - SOLID SAWN LUMBER (OF & SP) R;crim�Prr V • These products are avattable wlth ad090Aal comWen protection.Rddltional products on V These products are • this page may do be avaftle with this option,check with Sim approved for lnsta11a8on with the Stronp-Drive SD SUucturah psora Strong-Tre forda�tls. W, c%, Sea page 31l foi the correct substlhrtlon and SD screws/ze. Dhnenslons Fasteners OF/SP Allumble Loads Installed size Model No. Go runs H B Mai Header Joist Uplift Floor(100) Saav(115) Root(125) lad�st Rel. 10d 16d (160) 10d 16d 16d 10d 10d 16d I (ICI) SAWN LUMBER SIZES 'LU24 20 1M 3'h 1'h — 4-10d 416d 21Odx1%3 265 465 555 530 635 575 605 Lowest 20 LUS24 18 1%/8 3'h 1% — 410d — 210d 490 670 — 765 — 325 3%s U24 16 18/,6 3'h 1% -- 410d 416d 210dx114 265 455 575 550 655 595 705 67% HU26 14 18hs 3'/e 2% — — 416d 2-10dx1'h 335 — 595 — 670 — 720 19 DBL LUS24-2 18 3% 3'h 2 — — 416d 2-16d 440 — 800 — 910 — 985 Lowest 2x4 U24-2 16 3'h 3 1 2 — 4-10d 4-16d 2-10d 370 485 575 550 655 595 705 33% HU24-2/HUC24-2 14 3'h We I 2'h — — 416d 210d 1 380 — 595 — 670 — 1 720 240% 10 c LUS26 18 18/m 434 1%1 — 440d — 410d 1165 865 — 990 — 1070 — Lowest LU26 20 ls/is 43/4 1'h I — 6-10d 6-16d 41Odx1'A 565 7001 835 795 950 867 11133 60/6 17 F6, 17 2x6 U26 16 1%s 4% 2 — 6-1Od 6-16d 4-1Odx114 585 730 865 825 980 ago 11155 43% o 'LUC26Z 18 1%s 43/4 1% — 6-10d 6-16d 4 10dx1% 730 710 845 810 965 875 1040 160% v HU26 14 144s 3V19 2'% — — 416d 210dx1%a 335 — 595 — 6710 — 720 179% fm E) t HUS26 16 1%h 53/s 3 — — 14-16d I 616d 1550 1 — 2720 — 13095 — 3333 276% LUS26-2 18 3'h 4% 2 — — 4-16d 4-16d 1165 — 1030 — 11180 — 1280 026-2 16 3% 5 2 8-10d 816d 410d 740 975 1150 1100 1305 1185 1110 179% C 2X6 HUS26-2 14 3% 5%/m 2 — — 416d 416d 1235 — 1065 — 1210 — 1305 HU26-2/HUC26-2 14 3% 53h 2'h Min — 816d 410d 760 — 1190 — 1345 — 1445 233% 14 3'h 5% 2% Max — 12-16d 6-10d 1135 — 1785 — 2015 — 2165 1 2540/. LUS26-3 18 4% 4% 2 — I 4-16d 4-16d 1165 — 1030 -- 118o — 12Ei3 rA L24 U26-3 161 4%h 'I 2 — 8-10d 816d 440d 1 740 975 1150 1`100 1305 1135 1410 HU26-3/HUC26-3 14 4"As 5'% 2% Min — 816d 410d 760 — 2190 — 134.5 — 1,245 160 14 4"/m 5'h 2'h Max — 1216d 6-10d 1135 — 1785 — 2015 — 2165 LUS26 181 1%/s 4% 1% — I 4-10d — 4.10d 1165 865 — 990 — 1070 — Lowest LU26 201 18/8 4% 1'% — 6-10d 6-16d 4-10dx1'h 565 700 835 795 950 660 1030 6% LUS28 18 1%s 6%/ 1% — 6-10d — 410d 1165 1100 — 1255 — 1360 — 23% 8 201 1liie 6% 1 1'h I — 8-10d 816d 6-1Odx1'/z 850 930 1110 1060 1270 1150 1335 39% 2X8 U26 161 18/s 4% 2 — 6-10d 6-16d 4-1Odx1'h 580 1 730 365 825 980 890 1 1055 43% /t=6Z 18 We 43/4 1% — 6-10d 16-16d 4 10dxi% 730 710 845 1 810 965 875 11040 160% HU28 14 1%s 5'/ 2'/4 — — 616d 410dx1!/2 610 — 695 — 1005 — 11,185 251% HUS26 16 1%h 53h 3 — — 14-16d 6-16d 1550 — 2720 — 3095 — 13335 276% 17,F6,'_'.7 HUS28 16 1%h 7 3 — — 2216d 8-16d 2000 — 3965 — 4120 — 14220 409% LUS26-2 18 3'h 4% 2 — — 4-16d 4-16d 1165 — 1030 — 1180 — 1280 Lowest LUS28 2 18 3% 7 1 2 — I 616d 416d 11165 — 1315 — 150D — 1625 8% DBL U26-2 16 3% 5 1 2 — 810d 8-16d 410d 740 975 11511 111,10 1305 1185 1410 65% 2X8 HUS28-2 14 3'h 73/8 1 2 — — 6-16d 6-16d 1550 — 1595 — 1515 — 5969 188% 14 3'h 7 2'h Min — 10-16d 4-10d 760 14.90 — 1680 — 1005 357 •• HU28-2/HUC28-2 14 3% 7 2% Max — 1416d 6-10d 1135 — 2085 — 2350 •— !_30 418% • •••••Q_ LUS28-3 . 18 4%/ 6'/4 2 — — 616d 416d 1165 — 1315 — 1500 1 Gp5 .00 • •• L2X U26-3 16 4%/e 4'/4 2 — 8-10d 816d 4-1Od 740 975 1150 1100 1305 Z�0 *•• •• •••iso 14 41he 5'h 2'h Min — 816d 4-10d 760 — 1190 — 1345 — 45 z HU26-3/HUC26-3 14 4% 5'h 2'h Max — 1216d 610d 1135 — 1785 — 2015 2165 160 •••4ti QUAD 14 614 fish 2'h Min — 10-16d 4-16d 90o — 1490 — 1660 •— T 805 •00, :• 2x8 HU28-4/HUC28-4 14 fi'h 6% 214 Max — 1416d 6-16d 1345 — 2005 — 2350 — 530 ••••s • LUS28 18 18/is 6%/e 1% — 6-10d — 410d 1165 1100 — 11255 — T?& •i Lo a • •••• a LU28 20 1%s 63h 1'h — 8-10d 8-16d 6-10dxl% 850 930 1110 11060 1270 4150 1;35 13% • •••• LUS210 18 1s/e 7% 13/4 — 840d — 410d 1165 1340 — 1525 — ZSsQ •• 15% •• F 2x10 LU210 20 1%6 713/e 1'h — 10-10d 1016d 6-10dX1'h 850 1165 1390 1325 1585 T,35 "115 28ik • 060ice U210 16 'Ims T3hs 2 — 1010d 1016d 6-1OdX1'h 1110 1215 1,140 1375 1635 1485 1685 7 s• •" C LUC21 OZ 18 1 V" 73/4 13/4 — 10-10d 10-16d 6-10dx1'h 1 1100 1165 1410 1345 1605 6455 1745 180% 668980 HU210 14 1s/% 7% 2'/ — — 816d 410dxl% 610 — 1190 — 1345 — 114-15 225%• •• � HUS210 16 1%h 9 3 — — 30-16d 1016d 3000 — 4255 — 3445 — 1575 45 0 17,F6,Ll 7 y LUS28-2 18 3'h 7 2 — — 616d 416d 1165 — 1315 1 -- 1500 — 1625 Lowest a LUS210-2 18 3% 9 2 — — 8-16d 616d 1745 — 1830 — 2090 — 2265 34% DBL U210-2 16 3% 8% 2 — 14-10d 14-16d 6-10d 1110 1705 2015 1930 2235 2075 2485 88% s 2x10 HUS210-2 14 3'h 93/m 2 — — 816d 816d 3295 — 2125 — 2420 — 2615 217% HU210-2/ 14 3% 813/m 2'h Min — 1416d 610d 113'5 — 21065 — 2350 — 2530 441% HUG210-2 14 3'h lln/m 2% Max — 1816d 1010d 1895 — 26€0 — 3020 -- 3250 467% HHUS210-2 14 3%/8 8% 3 — — 30-16d 1046d 4000 — 5635 — I6330 — 6280 - • LUS28-3 184% 6'/4 2 — — 6-16d 4-16d 1165 — 1315 1 — 11500 — 11625 LUS210-3 18 4%h 83hs 2 — — 8-16d -6-16d 1745 — 1330 — 2090 — 2265 160 TPL U210-3 16 4% 73/4 2 — 14-10d 14-16d 6-10d 1110 1705 2015 1930 2255 2075 2465 2x1O HU210-3/ 14 4"/s We 2% Min — 1416d 6-10d 1135 — 2035 2350 — 21530 HUC210-3 14 4'/s 88/e 2'h I Max I — 1816d 10-10d 1895 — 2680 — 3020 — 3250 17,F6,1.17 HHUS210-3 14 4"/s 9 3 1 — — 30-16d 10-16d 4000 — 5635 — 6380 — 6880 HGUS210-3 12 4'`!,5 9'/s 4 — — 4616d 1616d 4095 — 910L' — 9100 — 9100I F23,160 74 See footnotes on page 76. CODES.See page 20 for Code Reference Key Chart. w ' U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name MIAMI PROP SOLUTIONS&MULLIN,LLC 07-389-14 Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIL Number. 121 NE 110th Street Job 07-389-14(AVI) City MIAMI SHORES State FL ZIP Code 33161 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lot 23,Block 1 of COLLEGE HEIGHTS,in PB 42,Pg 8 of Miami-Dade Co.FL.(Folio No.11-2136-004-0220) A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25°52'34.89"N Long.80°11'44.55'W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 33&88 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 224.4 sq ft a) Square footage of attached garage 224.4 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 11 within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 1.632 sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood 69.Base Flood Elevation(s)(Zone 12086CO139 L 09/11/2009 Effective/Revised Date Zone(s) AO,use base flood depth) 09/11/2009 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date:N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) *00000 9 Soso 90000. Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ••p Finished Construction • *A new Elevation Certificate will be required when construction of the building is complete. 9••000 �. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,ARAE,AR/A1-A30,ARIA110WAO.Complete hems C2.a�h�000 below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. 000000 • • • Benchmark Utilized:N-566 Elev.=10.76' Vertical Datum: NGVD 1929 •••• • • • • • • 990099 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑NAVD 1988 ❑OthbASeurce: • •• ••0 Datum used for building elevations must be the same as that used for the BFE. 000600 0 9 9 00000 Check t4c?W@&surem4t L?vg.0 0 6 0 0.. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 12.64 49 fee►• ❑meters 9 b)Top of the next higher floor 14.37 feet ❑meters • 000000 c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ZI feet ❑AMU*0• 9 9 d)Attached garage(top of slab) 11.48 N feetmetes.. : 0 0 0 0• ❑ • • • e)Lowest elevation of machinery or equipment servicing the building 11.48 ®feet ❑metals. (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 11.11 ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 11.39 ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support N/A. ❑feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name GARY B.CASTEL,P.L.S. License Number 4129 Title PROF.SURV.&MAPPER Company Name C.B.S.Services. Address 8567 CORAL WAY City MIAMI State FL ZIP Code 33155 Signature Date 07-29-2014 Telephone 786-290-4184 FEMA Form -0-3 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. 121 NE 110th Street Job#07-389-14(AVI) City MIAMI SHORES State FL ZIP Code 33161 Company NAIC Number: SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agenticompany,and(3)building owner. Comments C.O.R. Elevation=10.98' C2 e)A/C UNIT CONC.PAD LOCATED BESIDES HOUSE REAR FACADE WALL A5,OBTAINED BY GOOGLE CONVERSION FROM ADDRESS TO LONGITUDE/LATITUDE Signature Date 07-29-2014 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1—E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code 0000 Signature Date Telephone • •••• •••••• Comments • • • • 0000•• •• • 0000•• • 0000•• • • • ____ ❑Chpck here if attact�l�h?s'; 0000.. SECTION G—COMMUNITY INFORMATION(OPTIONAL) "" ' "0 • The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can cmpoa e.Sectionc B,G(or E),and0 of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.10 P(Wo Rico only,2hter meters'•••;• G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a license suroweypr,engineer,or architect who• is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Cftments'area bJQyl.l;, 966960 G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community00issue8,0FE)or`Lone AO. :0 0 0 0; G3.El The following information(Items G4—G10)is provided for community floodplain management purposes. 0 0 0 0 0 0 •••• G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 121 NE 110th Street Job#07-389-14(AVI) City MIAMI SHORES State FL ZIP Code 33161 Company NAIL Number: If-using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. �,. mu° 1,191iP .41 , Q y 65 F lin$ 07-29-2014 HOUSE FRONT VIEW 07-29-1A.F.DUSE.No. VIEkV .• .••4.• . n:^ sera`�` •..... �i3ii n t _.-s ;.v�tF�3.?.:�.U� 07-29-2014 HOUSE LEFT SIDE VIEW 07-29-2014 HOUSE RIGHT SIDE VIEW FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 121 NE 110th Street Job#07-389-14(AVI) City MIAMI SHORES State FL ZIP Code 33161 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. s n A 'Y µ , F a � 07-29-2014 HOUSE LEFT SIDE VIEW 07-29-2014 GARAGE AT REAR VIEW , w v>� •• zr °3"- :f j. u dew ''+'•-":z • 1y r a I M i • sz • so r� 21 Mg H £ • a xr x 07-29-2014 HOUSE REAR VIEW 07-29-2014 HOUSE REAR VIEW `5 @c -29-14 STEPS w... -29-14ALLEY VIEW FEMA Form 086-0-33(7/12) Replaces all previous editions. dim WIM MIM r mm mro 1V PROPERTY ADDRESS: S POWER 121 NE 110th Street, _ _ _ _ _ _ _ _ _ POLE Miami SHORES ,F1.33161 BENCH MARK USED � __-15'ALLEY—� (FOLIO No. 11-2136-004-220) BM 0 N-666 g s 10'ASPHALT PAVEMENT (No L 1/2" DESCRIPTION Elevation=10.76' NGVD a FIP 0 1/2" „ t Scale 1"= e �j Lot 23,Block 1,of EASTERN SHORES (No LD.) \� >v.� 75.00' r .v Ob, \ FIRST ADDITION"according to the Plat X thereof as recorded In Plat Book 42,Page 8 S X to t, % pap 4'High C.L.F. ' of the Public Records of Miami-Dade CL .0 us .f ° O 3 2 bh O CL County,Florida. J 8 lb -j There may be legal restrictions on the subject z N r property that are not shown on the Map of Survey 3 LL LOT 23 I o -4 = that may be found in the Public Records of ° x to v Q A/C % _ O� Miami-Dade County,or the records of any other %,; N L in 3Z 31 30 2B 70 n ZB I. 3a n II fill II 11 n, II 11 II `e� o 0 UNIT \�' r� public and private entities as their jurisdictions !/ w n, rci v i 3' ' \ may appear. N The Map of Survey is Intended to be displayed at 17E Il OlREET _ N \ the stated graphic scale In English units of CO > NC. ` measurement.Attention Is brought to the fact that 0 \�0 STEPS di \'., \ 0 said drawing may be altered in scale by the Z = J, g T 410. \,, \ reproduction process. O X60 gig 1.00' 1- c� - ' ¢, This Survey was conducted for the purpose of a Q a a a ���E CL BOUNDARY SURVEY only and is not intended to N n n n gn 11 n n n 11 n 11 delineate the regulatory jurisdiction of any federal, alt a �n 41 NN r \ ` \ ` state,regional or local agency board,commission LOCATION MAP (NOT TO SCALE) A `. m \` y-,�1— \ or other entity. If shown elevations are referred to N.G.V.D.of C7 1928 i� I o 11ts b���` Legal description was fumished by the client. \\RESIDEIqqfi.\ LL The surveyor makes no representation as to v, #1 Z1 ,, \ "' J o The elevations of well-identified features as ownership,possession or occupation of the LU \ ` \ depicted on this survey and map were measured subject property by any entity,or individual. > U ° N �, ` , ` TOTA�. \\ 0 N to an estimated vertical positional accuracy of 1/1l Zo the \ \` ` ARBA'-53� 6F. ` \ ` = r- foot for natural ground surfaces and 1/100 foot for Subsurface improvements and/or encroachments to $ > \ \ ` 7 hardscape surfaces,including pavements,curbs within, were not looted aor nd arecent notshown. LL J ° �" Q 4.4� � \ `\ and other man-made features as may exist. subject property ° $ Well-identified features as depicted on this survey Not valid without the signature and original raised Z3 d 1� �ZZOaaaaa Z ` \�\� ` r` \�� QY`\ and map were measured to an estimated seal°f a Florida Licensed Surveyor and Mapper. W 11 it 11 11.0 11 11 n 11 11 n Additions and deletions to this Map of Survey by O Q \ \\� 0•Q 1.00' horizontal positional accuracy of 1/10 foot unless >.y a 0.5' �, .�\o \\i CL otherwise shown. other than the signing party are prohibited without J ° W ° 04 CL ` \�i _ — the written consent of the signing party. Z z°a a a CONC. X 12.63' ` .o , 6' r . Legal Description subject to any dedications, _ P NT R STfT�• .Ilpttions,restrictions,reservations or recorded This Map of Survey has been prepared for the \ CPL NTER • • • exclusive use of the entities named herein and J 6"� w • v' • '� •••• ••• • •••••• �rnts' • • the certification does not extend to any unnamed party. S _ I ,. •• • . e ch of Suney�knot be used for construction U y & Z \ • •••• • • %iroges.Surt eyo �t responsible for third party•••••• $ • • CERTIFY TO:0900•• 0000•• salterffilons. •••••0 • 9 • • IsISTOFP0MISL'L*ENCROACHMENT:WA MIAMI PROP SOLUTIONS & �nou � us e ••••• P ••• 00.0.0 •0900• n n,B n n n n n n n n n MULLIN LLC _ •••L./ • ♦0000 0000• •:,' I �� V dW WLL Ii Ii LL L: BLOCK ••••ice :00 •• ••i•• •••i•• CORNER 0• o • •• 0000 0000•• �• SURVEYOR'S CERTIFICATION: °r� 704.49' h� •. o° a L-0 0 as • •• • `w '� - 1 hereby certify:That this"BOUNDARY SURVEY"andF 0 0000•• ••000• ....� a V' —3 ¢ 37.50' 5' • • the Map of Survey resulting there from was performed z Z.81 20 a ° ••• • — � • • under my direction and is true and correct to the best X 6° / a 5' CONC.SIDEWALK a :•• • ° ^� FIP 01/2^ ;'•'•; of my knowledge and belief and further,that said �'9 ~Z °xi FIP 0 1/2" i FIP 1/2 , ) a i U 2 9 S 0 v "BOUNDARY SURVEY" meets the Intent of the n n n n n E n n n n (No I.D.) (No I.D.) \ • q b 75.00' wlyf "Minimum Technical Standards for Land Surveying in E 1 vi the State of Florida",pursuant to Rule SJ17 of the a�a�a Milli— Florida m c�i cmi IFlorida Administrative Code and Its implementing Rule, Survey is not covered by Chapter 472.027 of the Florida Statutes. Proffesional LiabilityGs 23' PARKWAY H P' Insurance. M t FOIE RIGDINAL DATE 7- 29-14 EOPir, REVISIONS: 07-30-14 N.E. '110th STREET N Gary .Castel, P.L.S. / ,;,, .,p q > / - . / (75' PUBLICiGHT-OF-WAY) fes% AERIAL MAP (NOT TO SCALE) Registered Surveyor and Mapper No.4129 MRState of Florida. DRAWN SHEET No. 1/1 17'•ASPHALT PAVEMENT FLOOD ZONE INFORMATION: x JOB No.: Community No. 120662 Land Surveyors& Mapper Suffix: 0136E FIRM Date: 20094)9-11 8567 Coral Way,Miami,FLORIDA 33155 07-389-14 Flood Zone: X Telephone:786-290-4184 s