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FW-12-20-2791, 151 NW 92nd StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 151 NW 92ND ST, Miami Shores, FL 331SO 1131010331020 Contacts Randall Culp Owner NACHO & SON CONSTRUCTION Contractor 15192 COMPANY INC IGNACIO BUSTAMANTE 17820 SW 108 CT, MIAMI, FL 33157 Business: 7862993289 Description: REPLACE EXISITNG FENCE WITH COMPOSITE Valuation: $ 14,235.00 Inspection Requests: „ FENCE Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $3.60 DCA Fee $2.40 Education Surcharge $3.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $6.00 Wire and Wood Fence Fee $190.00 Total: $353.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $353.00 Credit Card 12/29/2020 $303.00 Credit Card 12/04/2020 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constNction and, zoning. Futhermore, I authorize the above named contractor to do the work stated. Signature: Owner / Applicant / Contractor / Agent Date December 29, 2020 Page 2 of 2 2> ---. cp Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 T 1 305 795 2204 F 305 756 8972 e.( ) - ax.( ) INSPECTION LINE PHONE NUMBER: (305) 762-4949 e5�_t_ BUILDING PE�MIT APPLICATION M BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 15-I ti 01 a2 S--F• FBC 20 t` II Master Permit Sub Permit No. ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 3 3 P S V Folio/Parcel#: l 1-31 - d 1 _ 033 10 2 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee JSimple / Titleholder): e AA0 6 f' L C - C IA l P Phone#: ! �v✓ ���� -66'7� Address: /S! N.W./yYQv r 204 �Iree L j / City: ►�VI04► i 5/!o, 7 State: F) Zip: l -5 Tenant/Lessee((iiName: _ Email: 1 c zoo IiNp W one#: CONTRACTOR: Company Name: &JAAA 501 C-0113fiPhone#: 7YL-2_g5'32�t Address w /av G City: li" State: F I Zip: l p% Qualifier Name: L1-1CkCcc3 &1tA�xn�t"fe_ Phone#: ? y 32.X1 11 State Certification or Registration #: G GL S d -7 tiL Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ` Square/Linea;C;�F�eair of Work: L f C) L r Type of Work: ❑ Addition ❑ Alteration ❑ New /Rep ce❑ Demolition �escriNti�n �f Work: P-`E,'l� G A C i✓ 6-><ls "%/IV 6 � e 1� C �0 S_ ( l � L Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $_ Scanning Fee $ " Radon Fee $ DBPR $ Technology Fee $ Structural Reviews $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Q (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Z. Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature " OWNER or AGENT The foregoing instrument was acknowledged before me this �— day +of /1y �'('PiY jlr"jG� 20 � , by V�� I L l� , C � t (�ho is personally known to me or who has produced VAU aQ I—) as ire identification and who did take an oath. NOTARY PUBL Sign: c Print: > &P�C� Seal: =o®.r SANDRA GARCIA Notary Public - State of Florida Commission # GG 945040 My Comm. Expires Jan 7, 2024 * * * * * * * * * * * * * * 'It l �Fi- - —'I , IS?n APPROVED BY Signature CONTRACTOR The foregoing instrument was acknowledged before me this 7 day of A)r1 , 20 a(:-� , by L�jf r(_,C2 (.{�rS�"Cci f�o is personally known to me or .who has produced` ��S C7 rLQ as identification and who did take an oath. NOTARY PUBLIC: Sign: 7 Print: L L,�, ,S J(�.��— Seal: LUIS ANGEL PEREZ MY COMMISSION #HH 016889 EXPIRES: June 16, 2024 ******************+8ts�•k**:64e1s4ihEudbiIM�NOgpiA��Nftrn Uf /W Plans Examiner 1?JjfJA4,.- Structural Review (Revised02/24/2014) ************** Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) The undersigned Affiant, 9AI\I-PAL L C F Cuff' does hereby attest that (Property owner) The attached survey, performed by j3Z- f f /VC O 5 R R V EY09 6 21' C. A �A L Name of surveyor's company) For address: 15.1_ _ _V YV qzl d 6 ve M 7 h 1 4 D cj, Ft 3.)115e Performed on Jt z00(o (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. er, Affiant say aug 4��' 4/'/Zo ZZ Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this �iJ day of Q%�6C( . Zo ON Affiant is _personally known to me. iC producedi (��lr-� ( ,�L �s identification. :'.v.L. SANDRA GARCIA Notary Public -State of Florida Revised on 5/22/20091 Revised on 6/12109 ' v' � .,oF Commission GG 945040 ��:' My Comm. Expires Jan 7, 2024 Bonded through National Notary Asc. Ron Wands. Governor Hmbw BeOmm Secretary Fbnda STATE OF FLORIDA dc)pr JEPARTMNT OF BUSINESS AND PRC}FESSJNA. REGULATU►N CONSTRUCTION INOUS `RY UCENSING BOARD THE GENERAL CONTRACTOR HE' N tS + RTIEIED UNDER THE PROVISI+ NSVF CHAPTTE .489, FLOWDAITATUTES EXPIRATION DATE: AUGUST 31, 2022. Always verify licenses online at WHorldallcense.corn Do not after this document In any form. This Is your license. It Is unLT for anyone other than the licensee to use this document. Local Business Tax Receipt Miami -Dade County, State of Florida -THSt5 NOT A BILL - DO NOTPAY 6361994 SUMS= MAJAVLOCATION MACHO & SON CONSTRUCTION COMPANY INC 17820 SW 10M CT MIAMI, FL 33157 ov"AIt NACHO A SON CONSTRUCT COMPANY INC Worke(s) ROC*WT JMO. RENEWAL 5509506 EXPIRES we 30, 2021 Must to diW*WA at place of business Pursuant to County Code Chapter HA - Art. 9 & 10 sac. T"OO SU MEss Igo GENERAL BUILDING CONTRACTOR C=1507928 FAVWXY R2C8r*ED NY TAIL COLL IL?M 75.00 09t13J M CREDITCARD-20-0756" nh toad L1sMsasTsa %a * say aellow luTammis1 Y Leal aiaaM Tss. TM Uasipt Is sat a Cams, PsrwK w 0010440000 d 6OYdAWS gedlissIbm to is balsams. NaMw no saw* vft asytaw numoial at swgswrwasJN sgrlwsr bm and arrfreMsur�riiM apt r!~a Yaissa Tb IMCM t19. Maw sme ha di ~ a allssaassdd w11a1w-110ma lab CiY lea ft-M Frrsrw uiaastlss.dril OP ID: LL ACG?RLO" `,,.� CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDNYYY) 07/29/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s . PRODUCER =TACT Luis insurance i Margie Luis Luis Insurance Margie Luis 6861 Bird Road Miami, FL 33155 MARGIE LUIS j c. M .305-667-7700 a No): 305-667-7755 c A -ems; mmiui luisinsurance.com cRO R 1 •NACHO-1 INSURERS AFFORDING COVERAGE NAIC # INSURED Nacho and Son Construction _ INSURER A: Evanston Insurance Company 35378 Company. 16225 SW 117 Ave #20D Miami, FL 33157 INSURER B: Evanston Insurance Company 35378 INSURER c:Infinity Auto Insurance Co. INSURER D : INSURER E : INSURER F : COVFRAr.FS CFRTIFICATF NIIMRFR- REVISION NUMBER - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I-TRTYPE OF INSURANCE ADDLSUSRPOLICY POLICY NUMBER EFF M/ EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE I OCCUR 3AA408491 06/24/2020 06/24/2021 __ DAMAGE TO PREMISES Ea occurrence) $ 100,00 MED EXP (Any one person) _ $ u 5,00 PERSONAL & ADV INJURY $ 11000100 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,00 $ X POLICY PRO- LOC JFCT C AUTOMOBILE X LIABILITY ANY AUTO 509800040309001 06/28/2020 06/2812021 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,00 BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS HIRED AUTOS PROPERTY DAMAGE (PER ACCIDENT) $ Ded Comp/Coll $ 1,00 F1 NON-OWNEDAUTOS I - $ I I UMBRELLA LIAB flCGUR EACH OCCURRENCE $ 1,000,00 AGGREGATE $ 2,000,00 B X EXCESS UAB CWMS-MADE EZXS3028592 06/24/2020 06/24/2021 DEDUCTIBLE Products $ 1,000,00 Pers Adv _ $ 1,000,00 RETENTION $ WORKERS COMPENSATION WC�STATU- OTH- AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETORIPARTNER/EXECUTIVE ❑ OFFICERIMEMBER EXCLUDED% N / A E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE '-'""-- $ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ASach ACORD 101, Addf#onal Remarks Soho"*, B more spans Is required) General Contractor. CFRTIFICATF HOLDFR CANCELLATION MSVILLA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department AUTHORIZED REPRESENTATIVE 10050 N.E.2nd Avenue MARGIE LUIS Miami Shores, FL 33138 ©1988-2009 AC191@(;DOORPORATION. All rights reserved. ACORD 26 (2009/09) The ACORD name and logo are registered marks of ACORD { tntertek Total Quality. Assured. TREX COMPANY ..COPE OF WORK �„„ • •10AAMIG WIND LOAD TESTING ON 8 FT WIDE BY 6 FT HIGH SECLUSIONS® FENCING w . . • • R��ORT NUMECER • • • • • . !%4991.01-��9:19-110 • • • • • " MT DAXE9 Ol 06 20• *151.07 20 ISSUE DAT6 • RECORD RETENTION END DATE 01/07/24 PAGES 17 DOCUMENT CONTROL NUMBER ATI 00648 (07/24/17) RT-R-AMER-Test-2797 C 2017 INTERTEK Intertek Total Quality. Assured. TEST REPORT FOR TREX COMPANY Report No.: K4991.01-119-19-RO Date: 02/11/20 TREX COMPANY, INC. 160 Exeter Drive Winchester, VA 22603 SCOPE 130 Derry Court York, PA 17406 Telephone: 717-764-7700 Facsimile: 717-764-4129 www.intertek.com/building Intertek Building & Construction (B&C) was contracted by Trex Company to perform dynamic wind load testing on their 8 ft wide by 6 ft high Seclusions® wood -plastic composite privacy fence system. Results obtained are tested values and were secured by using the designated test method(s). Testing was conducted at Intertek B&C's test facility in York, PA. This report does not constitute certification of this product nor an opinion or endorsement by this... laboratory. 0 0• • • V .. • • w • • • • • • • • • • • • • • • For INTERTEK B&C: COMPLETED BY: Robert G. Spayd REVIEWED BY: TITLE: Technician II TITLE: SIGNATURE: ao­V5o­dby SpWd SIGNATURE: DATE: 02/11/20 DATE, RGS:tah/aas Travis A. Hoover Program Manager 02/11/20 This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample(s) tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. Version: 07/24/17 Page 2 of 17 RT-R-AMER-Test-2797 Lntortok Total Quality. Assured. TEST REPORT FOR TREX COMPANY Report No.: K4991.01-119-19-RO Date:02/11/20 MATERIAL SOURCE/INSTALLATION 130 Derry Court York, PA 17406 Telephone: 717-764-7700 Facsimile: 717-764-4129 www.intertek.com/building Test samples were provided by the client. Test samples were inspected by a representative of Intertek B&C prior to testing. No compromising defects were observed. Representative samples of the test specimen(s) will be retained by Intertek B&C for a minimum of four years from the test completion date. Test specimens were assembled by the client. EQUIPMENT ..I%fo propeller fan wind generators were utilized for testing. The propeller of each fan had a • '..diptneter of 8y4,in and was comprised of three/four Kevlar composite airfoil units belt -driven by a • •.high-outN*V8engine. Wind speed for each wind generator was calibrated according to AAMA 54.1-05pDefleritions were measured with linear displacement transducers accurate to 0.01 in. ...... .... .. .. .. FIST OF MIUAL OBSERVERS • NAME • • • ... COMPANY • Glenn 11i ;Ve Trex Company • • • • • Qen Art%& Trex Company • 9arah Price Trex Company Chris Scoville Trex Company Isaiah Gebhart Intertek B&C Scott T. Gladfelter Intertek B&C Kevin Eichelberger Intertek B&C Adam Schrum Intertek B&C Version: 07/24/17 Page 3 of 17 RT-R-AMER-Test-2797 tntertek Total Quality. Assured. TEST REPORT FOR TREX COMPANY Report No.: K4991.01-119-19-RO Date:02/11/20 TEST PROCEDURE 130 Derry Court York, PA 17406 Telephone: 717- 764- 7 700 Facsimile: 717-764-4129 www.intertek.com/building Three specimens (each consisting of a 2-panel/3-post fully assembled fence section) were tested. Each fence panel measured approximately 8 ft wide by 6 ft high. See drawings in Section 10 for detailed descriptions of assembly and components. A steel test fixture was designed and fabricated to simulate a rigid post embedment. The bottom of the bottom rail was fixed at 3/8 in above the top of the test fixture. The wind generator outlet was located 4 ft from the face of the specimen and centered between the two panels. Linear transducers were fixed on the midspan of the top rail, middle of the infill area, and midspan of the bottom rail for deflection measurements. See drawings in Section 10 for detailed descriptions of assembly and components and photographs in Section 9 for specimen orientation with respect to wind direction. Wind load testing began at 75 mph for all specimens and increased until failure fir S c aximu.rn • • wind speed of 130 mph. Wind loads were performed with a relaxation period, followin; clier" •• specified wind loads, to record permanent set measurements. • • • • • • ...... .... TEST CALCULATIONS ' Wind Load Testing ...:.. • • • • The duration of the applied wind load at each wind speed was determined by using,Tlf-.fCVlowint' ' equation: :..... It = 3600 / Vfm (Equation 1) • where: t = duration (s), required for a one mile long sample of air to pass Vfm = "fastest mile" wind speed (mph) Wind speeds used in testing correlate with "fastest mile" wind speeds (Vfm) for reference to codes and design standards. Maximum deflections were recorded at each load level. Version: 07/24/17 Page 4 of 17 RT-R-AMER-Test-2797 tntertek Total Quality. Assured. TEST REPORT FOR TREX COMPANY Report No.: K4991.01-119-19-RO Date:02/11/20 TEST SPECIMEN DESCRIPTIONS 130 Derry Court York, PA 17406 Telephone: 717-764-7700 Facsimile: 717-764-4129 www.intertek.com/building SERIES/MODEL Seclusions' Privacy Fence DESCRIPTION 8 ft wide by 6 ft high wood -plastic composite privacy fence TOP RAIL 4 in wide by 4-3/4 in high by 1/2 in wall by 91 in long "T"-shaped wood -plastic composite extrusion with 1-7/16 in slot to accept pickets BOTTOM RAIL 2-3/4 in wide by 5-1/8 in high by 0.08 in wall by 90-1/2 in long "H"- shaped 6063-T5 aluminum extrusion, which accepts two (2) 91 in long bottom rail covers to create bottom rail assembly, with 1-1/4 in slot to accept pickets PICKET/BOTTOM RAIL 5-3/4 in wide by 1 in deep by 1/4 in wall by 67 in long (picket) or 91 EOVER in long (bottom rail cover) "C"-shaped wood -plastic composite • •• extrusion WFILLPANEL Nineteen (19) pickets (oriented vertically) per panel inserted into . slots in top and bottom rails. First and last pickets attached to posts • • • • • • • • using three (3) #8 x 1-5/8 in self-starting wood screws at :..:.. top/middle/bottom of each picket. Third -to -last picket at one end of • • • • • panel secured to top and bottom rails on one side of panel using one ' • • • • (1) #8 x 1-5/8 in self-starting wood screw to maintain tightness of interlocking pickets. .POST •• 5 in square by 1/2 in wall by 108 in long hollow wood -plastic '.' composite extrusion (30 in embedment) RAIL ATTACHMENT Four (4) nylon rail brackets per panel attached to posts using four (4) #8 x 1-5/8 in self-starting wood screws per bracket. Top rail attached to brackets using one (1) #8 x 1-5/8 in self-starting wood screw through top of rail at each end of rail. Version: 07/24/17 Page 5 of 17 RT-R-AM ER-Test-2797 ntertek Total Quality. Assured. TEST REPORT FOR TREX COMPANY Report No.: K4991.01-119-19-RO Date: 02/11/20 TEST RESULTS Seclusions® Privacy Fence Test No. 1 Test Date: 01/06/20 130 Derry Court York, PA 17406 Telephone: 717-764-7700 Facsimile: 717-764-4129 www.intertek.com/building WIND SPEED DURATION MAXIMUM DEFLECTION (in) TOP MID BOTTOM LEFT RIGHT LEFT RIGHT LEFT RIGHT 75 mph 48 s 2.50 2.40 2.39 2.26 0.66 0.36 80 mph 45 s 2.96 2.91 2.50 2.93 0.74 0.44 Perm. Set 60 s 0.34 0.39 0.35 0.36 0.11 0.04 90 mph 40 s 3.71 3.13 3.40 3.39 0.86 0.52 100 mph 36 s 4.22 4.40 3.80 4.22 1.05 0.56 110 mph 33 s 5.21 5.49 4.81 5.15 1.13 •616b 115 mph 32 s 6.12 6.22 5.48 6.12 1.29 :0.70 . Perm. Set 60 s 1.08 1.09 1.01 0.98 0.24 :( 4-: 120 mph 30 s 6.40 6.71 6.15 6.46 1.45 130 mph 28 s 8.40 8.31 7.50 7.82 1.56 Observation: At the end of the test, the last picket on the left panel of the fence ...' assembly became disengaged from its attachment to the line post, but the infill papal... remained intact while successfully sustaining 130 mph. • • • • • • Maximum Sustained Wind Speed, Vfm = 130 mph Equivalent 3-second Gust Wind Speed, Vas, A50 = (1.05 x Vfn) + 10.5 = 147 mph Equivalent 3-second Gust Wind Speed, Vas, uLr = (V31,ASD _ 0.6) = 190 mph .... ...... Version: 07/24/17 Page 6 of 17 RT-R-AMER-Test-2797 tntertek Yor Derry Court York, PA 17406 Total Quality. Assured. Telephone: 717-764-7700 Facsimile: 717-7 64-4129 www.intertek.com/building TEST REPORT FOR TREX COMPANY Report No.: K4991.01-119-19-RO Date: 02/11/20 TEST RESULTS (CONTINUED) Test No. 2 Test Date: 01/06/20 WIND SPEED DURATION MAXIMUM DEFLECTION (in) TOP MID BOTTOM LEFT RIGHT LEFT RIGHT LEFT RIGHT 75 mph 48 s 2.45 2.38 2.24 2.01 0.84 0.34 80 mph 45 s 2.94 2.83 2.42 2.53 0.85 0.38 Perm. Set 60 s 0.43 0.43 0.38 0.38 0.17 0.08 90 mph 40 s 3.75 3.46 3.17 3.07 1.01 0.49 100 mph 36 s 4.46 4.31 3.70 3.82 1.13 0.53 115 mph 32 s 5.71 5.65 4.97 5.15 1.36 0.65 • Perm. set 60 s 1.05 1.01 0.84 0.86 0.26 0.11 • ...... • • • 1.20 mpti. • �; 30 s 6.21 6.25 5.26 5.64 1.42 0.69 •••••• •• *•1%Om 28s P 7.81 7.62 7.12 7.31 1.60 0.8 • . ' Observafth! M visible damage at the completion of the test. •..•w• .... •. •. ' %Iaximum Sustained Wind Speed Vm = 130 mph • '... WIuivaleh$ 3jVtond Gust Wind Speed, V35,Aso = (1.05 x Vf,) + 10.5 = 147 mph ' •' Equivalent3.9econd Gust Wind Speed, V35, ULT= (V3s,ASD - 0.6) = 190 mph ...... .. . ...... Version: 07/24/17 Page 7 of 17 RT-R-AMER-Test-2797 tntertek Total Quality. Assured. TEST REPORT FOR TREX COMPANY Report No.: K4991.01-119-19-RO Date: 02/11/20 TEST RESULTS (CONTINUED) Test No. 3 Test Date: 01/07/20 WIND SPEED DURATION MAXIMUM DEFLECTION (in) TOP MID LEFT RIGHT LEFT RIGHT 75 mph 48 s 2.06 2.03 1.71 1.81 80 mph 45 s 2.62 2.57 2.09 2.29 Perm. Set 60 s 0.20 0.19 0.15 0.16 90 mph 40 s 3.40 3.50 2.72 3.01 100 mph 36 s 4.32 4.13 3.34 3.70 115 mph 32 s 5.50 5.62 4.46 5.15 Perm. Set 60 s 0.73 0.72 0.53 0.61 120 mph 30 s 6.04 6.15 4.59 5.27 130 mph 28 s 7.85 7.90 5.12 7.04 Observation: No visible damage at the completion of the test. 130 Derry Court York, PA 17406 Telephone: 717- 764- 7 700 Facsimile: 717-764-4129 www.intertek.com/building BOTTOM LEFT RIGHT 0.57 0.34 0.64 0.38 0.03 0.03 0.84 0.48 0.92 0.57 1.10 0.69 0.08 0.07 1.20 ;0.79•' 1,32 e0.72 e ...... • • 00 Maximum Sustained Wind Speed, Vf,,, = 130 mph • • Equivalent 3-second Gust Wind Speed, V35, = (1.05 x Vfm) + 10.5 = 147 mph • • Aso • • • • Equivalent 3-second Gust Wind Speed, V35, ULI = (V31,ASD T O.6) = 190 mph • • • • • • •••••• .0000 . 0 0 0 a . 000000 000000 Version: 07/24/17 Page 8 of 17 RT-R-AMER-Test-2797 tntertek Total Quality. Assured. TEST REPORT FOR TREX COMPANY Report No.: K4991.01-119-19-RO Date: 02/11/20 PHOTOGRAPHS Photo No. 1 Wind Generator Outlet Relative to Test Specimen Typical Dynamic Wind Load Setup 130 Derry Court York, PA 17406 Telephone: 717-764-7700 Facsimile: 717-764-4129 www.intertek.com/building Version: 07/24/17 Page 9 of 17 RT-R-AMER-Test-2797 tntertek Total Quality. Assured. TEST REPORT FOR TREX COMPANY Report No.: K4991.01-119-19-RO Date:02/11/20 DRAWINGS 130 Derry Court York, PA 17406 Telephone: 717-764-7700 Facsimile: 717-764-4129 www.intertek.com/building Photo No. 2 Test No. 1- Picket/line Post Disengagement at Completion of 130 mph The component and assembly drawings that follow for the Seclusions® wood -plastic composite privacy fence system have been reviewed by Intertek B&C and are representative of the project reported herein. Project construction was verified by Intertek B&C per the drawings included in this report. Any deviations are documented herein or on the drawings. Version: 07/24/17 Page 10 of 17 RT-R-AMER-Test-2797 Tr� e us ions@ ARCHITECTURAL DRAWING: FENCING jx@ 6T ALL x 8' WIDENS COMPOSITE FENCING SYSTEM 96" O.C. Past Prohie: E evatwn vlcw — COMPONENTS ttiti� t� 1 744" Post Cap: Pyramid, Flat, or Crown F1 108"" 5" x 5" Post III 738` 72" 1 91»• 4" x 4.9" Top Rail •'�' 19 67" " 1"x5-75" Interlocking Picket tr_a 1"x5.75" 2 91 — — Bottom Rail Cover • • • • I •• t •*0• I .. � 1 901/2" • • ' Aluminum Bottom Rail • • • • ;, • • it0i Tvn Consult local • • • • • ` ltonditinns, cedes,• • • • • • Concrete r 4 • • • • • ::. • �r�•z!andard FIR .:... bWl7ing pracdces� • • • • Fence Bracket • • • • • • �r post depth ••••• •E••• •••• • ; • • 24 1 5/8" (Typ) • • • • : _ • • • • Exterior Wood Screws .�_�._.._._.---..—._..._. _�.r_... �.. Length may varY • Type e.: ••••4• rte rtek Post Cap • • Ton ftaR^ Test sample complies with these dttalis. --t'2,1" 4 Deviations are noted. Report tnteeoawg P,cket Date : ,,. Tech � Rtuminum bottom Rani NOTES: Fence Ota" Bottom Rail coves 3" 1. INSTALLATION TO BE COMPLETED PER MANUFACTURER'S CanC r¢a Fin 8 SPECIFICATION. 2. THIS DRAWING IS PROVIDED FOR PLANNING PURPOSES Post Profile: Cut View / Elevation View REFER TO MANUFACTURER'S INSTALLATIONS FOR CONSTRUCTION DETAILS. 3, REFER TO MANUFACTURER'S WEBSITE FOR PRODUCT INFORMATION 4 DRAWING NOT TO SCALE. 160 EXETER DR., WINCHESTER VA, 22603 WWW.TREXFENCING.COM Trex®, the Trex® logo, and Trex Seclusions® are either federally registered trademarks, trademarks or trade dress of Trex Company, Inc., Winchester Virginia or its licensees. Publication date Jan 29, 2019 Copyright 0 2019 RLA Designs. All rights reserved. Lntertek Total Quality. Assured. TEST REPORT FOR TREX COMPANY Report No.: K4991.01-119-19-RO Date:02/11/20 REVISION LOG REVISION # 0 DATE PAGES 02/11/20 N/A REVISION Original Report Issue 130 Derry Court York, PA 17406 Telephone; 717-764-7700 Facsimile: 717-764-4129 www.intertek.com/building .... .... • •0 • 0 0 so . . . • .....• . 00 . ... .... ..... • 06: .. • • • ' • Version: 07/24/17 Page 17 of 17 RT-R-AMER-Test-2797 .. .. . . . .. .. . 6'-8' TREX SECLUSIONS COMPOSITE FENCE:Aj • (NON-STRUCTURAL DECORATIVE AT -GRADE BARRIER) 1,-k5%" : POS 4"X4.9' TO INTERLOCKING • • w X'S•• CAA\ RAIL e,-0" MAX PICKETS 5"XIS P057'� \ �T-7" 2 i 1" MAX 3RADE 1L, i rZ 12' MIN. INSERT EMBED is 2 �, t 1"XS�i' BOTTO POST if B,t RAIL COVER _ I L '. MANUFACTU r ALUMINUMBSI- I-�t BSP OTTOM RAIL •. ��d ) 3A"X3WXX6" A36 STEEL TUBE INSERT, SEE SCHEDULE ` 3 KSI FOR REQUIREMENTS IN WELE 1 6' COMPOSITE FENCE COMPACTED 1 SCALE: TITS ELEVATION VIEW SOIL, TYP. DESIGN PRESSURE & REQUIRED FOOTER MOMENT POST HEIGHT (FT) POST SPACING (FT) VOLT (MPH) DP (PSF) INSERT REOURED7 REQ MOMENT (LB -FT) 6 B 110 16.3 NO INSERT 2347.2 6 e 115** 19 NO INSERt 2736 6 B 130 22.8 NO INSERT 3283.2 6 6 145 28.4 NO INSERT 4089.E 6 8 165 36.8 INSERT 5299.2 6 8 ISO 43.8 INSERT 6307.2 --HcaZ.- a Wt t n1N rt- B TREX SECLUSIONS MATERIAL NEEDED FOR V SECTION SIT 5FPod Cap Pyramid or Rat a�I 5125X5/8"LlPost 71 I' Illl�s3 Top Rail 4 914.9 x 1!2"0 �Illl BottoMlntennedlete Rail Cover 1N 5.750 Interloddng Picket 1 e 5.750 1� �F Aluminum BodomAntennediate Rail (6083-T6) 1 1/4" x 31/8" x 1/8" Rail Bracket 3 KSI .NCRETE IN WELL )MPACTED SOIL, TYP. BRACKET TO _ POST W/ (4) # 14 SMS (IF INTO STEEL INSERT) OR (4) #12 WOOD SCREWS (IF INTO COMPOSITE ONLY) V. 12"W X 30"D :)TER REQUIRED 1C;RADjE•MPS • 4"X4.S6T1 • • g_piMp,�� GAP "-�' 7„rs • •its• •• • • • 12"MIN. N INSERT EMBED i 1"X!%y" SOTTO RAIL COVER �' ALUMINUM k-T Fj `t-f BOTTOM RAIL 3A x3 "X& A36 !TEE TUBE INSERT, SEE SCHEDURE .F • I': .ir=. T ..I FOR REQUIREMENTS 3 8' COMPOSITE FENCE 1 SCALE: NTS ELEVATION VIEW I" S " INT. RAIL (OPTIONAL) T--ai ,...� INTERLOCKING CAN BE OFFSET AT t'A ON L' FOR ^ caliF. PICKETS ANY DISTANCE BETWEEN TOP AND .D OM RAIL JD1tl )NL(FOR,MQTT: F'(3r P} 4'tiT U. F I'-11N 14 Ul (S) PLO34 ,49 G1 �S, - Dlgdaffysigned by FrankBennardo" Date: 2020.10.28 it GENERAL NOTES 14.56:54-04'00' L THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED N ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILD CODE SIXTH _ EDITION (2017). STRUCTURE SHALL BE FABRICATED N ACCORDANCE Mi ALL GOVCPtUNG CODES: - - CONTRACTOR SMALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY AND GOVERN. DESIGN CRITERIA OR SPANS BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGD4FERI4G. 2. DESIGN BASED ON ASCE 7-10 USING V„ h SEE 2 DESIGN PRESSURE TABLES (3 SEC GUST), EXPOSURE 1 'C', RISK CATEGORY I, USING THE SOLID SIGN METHOD, 0%OPEN USED IN CALCULATIONS. 3. THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED TO DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE IS NOT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL RAILINGS. ( {.`' 4. COMPOSITE WOOD MATERIAL 1FORMATION; ALL 7 1 i BRACKET TO I .. COMPOSITE WOOD MATERIAL TO HAVE A FLEX SIR. OF 4000PSI MN. POST W/ (4) S. ALL CONCRETE AND EPDXY TO REACH A MN. COMPRESSIVE STRENGTH OF 3DOO PSI IN 7 DAYS. CONCRETE FOOTERS SMALL COMA- MNIMUN 0.14E i , ( INITO STEEL FIDERMESH CONTENT PER CUBIC YARD. ) y INSERT) OR (4) 6. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL #12 WOOD MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT �IMIN. I P SCREWS (IF ELECTROLYSIS. INTOSURROU DNG SOIL TO BE COMPACTED TO 98% PSF MIN AND SHALL COMPOSITE OPTIMUM DENSITY2500 BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO ONLY) CONSTRUCTION PER R IC IBM 2 AND SMALL BE SANDY GRAVEL CLASS ONLY. 12"W X 36"D S. PER RIC 454.2.17.1.8: POOL ACCESS GATES WHEN PROVIDED SHALL COMPLY WITH FBC 454.2 AND MUST FOOTER REQUIRED BE AT LEAST 48' ABOVE GRADE & EQIAPPED WITH A SELF CLOSING SELF LATCHING LOCKING DEVICE NOT POST INSERT, FOOTER MOMENT& INTERMEDIATE RAIL REQUIREMENTS POST POST VOLT NO.OF INT. INSERT POST RED HEIGHT SPACING (MPH) DP(PSF) RAILS REWIRED? MOMENT FT) (FT) REQUIRED (LB -FT) 8 8 110 16.5 0 NO INSERT 4224 8 _ 8 115 _ 18.1 _ 0 NOINSERT 4634 8 8 130 23.1 0 INSERT 5914 8 8 145 28.7 21 7347 8 8 165 37.2 0 INSERT 9523 8 T2 - 44.3 0 INSERT 10207 * WHEN US® FOR POOL APPLICATIONS ALUMINUM BOTTOM RAIL RAIL LESS THAN SC FROM SOT OF GATE, GATE MUST OPEN OUTWARD AWAY FROM POOL & MUST HAVE NO OPENING >1/2' WITHIN 18' OF RELEASE MECHANISM. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLEDBY OTERS. 10. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. aL INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLIDII4G LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR SYLOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. it. THIS DOCUMENT S GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PR0IECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLED DATA AND MEASUREMENTS. ENGINEERINGEXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE N ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEYMAY VARY SLIGHTLY, BUT MUST REMAIN VTHN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGNEBUNG EXPRESS SHALL BE NOTFED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDrrDNS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. VJW L-e:I BOTTOM 12, ANYTHING LESS THAN THE HEIGHT AND POST RAIL SPACING SHOWN NEPEN MAYBE AS PER COVERS MANUFACTURER PLANS FOR DIMENSIONAL 2 BOTTOM RAIL COMPONENTS AND EXTRUSIONS ARE PER THIS DESIGN AND THERE ARE EXTRUSIONS NO INCREASED TRIDUTARES, 1 SCALE: NTS SECTION VIEW 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE drTENDEDI L .am P. C_ f U (, au8o nC_ g'MaE W ID e 9 0 L t\ 2m�m� O n 0 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • 6'-8' TREX SECLUSIONS COMPOSITE FENCE:AT•C;RADjE•MPS 4"X4. ' TO INTERLOCKING ICANBBEE`OFSETT�AT f • • •L PICKETS ANY DISTANCE (NON-STRUCTURAL DECORATIVE AT -GRADE BARRIER) OST 1•)( : PpBpCA��P BETWEEN TOL AND 4"X4.9" TO INTERLOCKING .4 xj • • ' • • 7" • • POST RAIL B,-0" MAX PICKETS _r6' 1! � a 2 1 3K CONCRE IN WE COMPACT SOIL, T 1" MAX ADE T- 1. 12" MIN. ^ - RACKET TO _ i OST W / 141 t INSERT EMBED P0.ST2 - i� I 1"X5V4 BOTTO �r RAIL COVER1, INTO STEEL ALL NUM (4) UVUFACTU # 2EWOOD SP BOTTOM RAIL - - SCREWS (IF INTO COMPOSITE LhTL-3S7_: 3Yi"x3jN2"x�(4" A36 STEEL Ey `�' l't- �, ONLY) TUBE INSERT, SEE SCHEDULE - 3ICSI FOR REQUIREMENTS MIN. 12"W X 30"D CIN`WEL ROOTER REQUIRED 1 6' COMPOSITE FENCE COMPACTED SOIL, TYP. 1 SCALE: NTS ELEVATION VIEW DESIGN PRESSURE B REQUIRED ROOTER MOMENT POST HEIGHT (FT) POST SPACING TT) tlULT (MPH) DP (PSF) INSERT REQUIRED? REQ MOMENT (LB-F'f) 6 8 110 16.3 NO INSERT 2347.2 6 8 115*• 19 NO INSERT 2736 6 8 130 22.8 NO INSERT 3283.2 6 8 145 28.4 NO INSERT 4089.6 6 8 165 36.8 INSERT 5299.2 6 8 INS 43.8 INSERT 6307.2 ""HC1jUIKtU WINUJ t[U IF WI L MIN HVMZ 6 TREX SECLUSIONS MATERIAL NEEDED FOR 6' SECTION ® T� SR SLPod Cap Pyramid or Flat 50t 5x swn''tat 71 If Tap Rail 4 E 4.9 x MID �IIJI BaromAnterme•ato Rail Cover 119 5.7511 IMedockinp Picket 1N 5.750 r9====W�2 Aluminum BaBomAntermediate Rail 1 (6053-TO) I1 1/4" x 31/8" x 1/8" Rail Bra&et • i' MAX 1 12" MIN. dy �R INSERT EMBED C j 1"X5%4" SOTTO 1� - j N RAIL COVER 1 i(,- I U ALUMINUM fit �, BOTTOM ROIL 7F h i r 3XF x3y2"x 16" A365TEEL TUBE INSERT, SEE SCHEDULE�(t 11-" FOR RE�IIREMENTS (i1i'itt �8' COMPOSITE FENCE FENCE 1 SCALE: NTS ELEVATION VIEW /ALIIJ ON V FOR ( li PERMITJ>E lyl 1 , 1.1 - )AYSUI DI'TAt SLAL ` ^' Naar 5 9CA-see5 Digitally signed by Frank Bennardo Date- 2020.10.28 GENEPAL NOTES 14:56:54-04'00' 1. TFM STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILD IING CODE SIXTH EDIGION (2017). STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL GOVERNING CODES' - CONTRACTOR SHALL INVESTIGATE AND CONFORM TO 2. DESM BASED ON ASCE 7-10 USING V„ - SEE DESIGN PRESSURE TABLES (3 SEC GUST), EXPOSURE T', RISK CATEGORY I, USING THE SOLID SIGN METHOD, O% OPEN USED IN CALCULATIONS, 3. THIS PENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED TO DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE S NOT INTENDED TO MEET CODES GOVERNING ELEVATED ;. BALCONIES OR STRUCTURAL RAILINGS. 4. COMPOSITE WOOD MATERIAL INFORMATION:ALL BRACKETTO COMPOSITE WOOD MATERIAL TO HAVE A FLEX STR. OI 4000PSI MIN. POST W/ (4) S. ALL CONCRETE AND EPDXY TO REACH A MIN. #14 SMS (IF COMPRESSIVE STRENGTH OF 3D00 PSI IN 7 DAYS. INTO STEEL COKRE7E FOOTERS SHALL CONTAIN MINIMUNM O.l"A .'t INSERT OR 4 �ERMESM CONTEW PER Cu11C YARD. ) ( ) 6. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL ,_7 # 12 WOOD MEMBERS PROM DISSIMILAR MATERIALS TO PREVENT q SCREWS (IF ELECTROLYSIS. INTO 7. SURROUNDING SOIL TO BE COMPACTED TO 96% COMPOSITE OPTIM M DENSITY, 2500 PSF MIN AND SHALL BE CLASSBIED OR VERIFIED BY OTHERS PRIOR TO ONLY) CONSTRUCTION PER FBC IM62 AND SMALL BE SANDY GRAVEL CLASS ONLY. MIN. 12'W X 36'D 8. PER FBC 4S4.2.17.1.8: POOL ACCESS GATES WHEN FOOTER REQUIRED PROVIDED SMALL COMPLY WITH FBC 454.2 AND MUST BE AT LEAST 48' ABOVE GRADE B EQUIPPED WITH A SELF CLOSING SELF LATCHING LOCKING DEVICE NOT POST INSERT, FOOTER MOMENT B INTERMEDIATE RAIL REQUIREMENTS POST POST NO. OF INT. POST HEIGHT SPACING VULT DP(PSF) RAILS INSERT FLE (FT) (FT) (MPH) REQUIRED REQUIRED? MOMENT (LB -FT) 8 8 110 16.5 0 NOINSERT 4224 8 8 115 18.1 0 NO INSERT 4634 B 8 130 23.1 0 INSERT 5914 8 8 145 28.7 0 INSERT 7347 B 8 165 37.2 0 INSERT 9523 8 7.2 180 44.3 0 INSERT 10207 � WHEN USED FOR POOL APPLICATIONS ALUMINUM BOTTOM RAIL RAIL NNWK4: ! BOTTOM COVERS 2 BOTTOM RAIL 1 SCALE: NTS SECTION VIEW LESS THAN S4' FROM SOT OF GATE, GATE MUST OPEN OUTWARD AWAY FROM POOL &MUST HAVE NO OPENING >1/2" WnMIN IS' OF RELEASE MECHANISM. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 10. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATDN BY CONTRACTOR, at el. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH S CALLED FOR BY LOCAL, STATE, & FEDERAL CODES B FROM DEVIATIONS OF THIS PLAN. It. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SIRE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAYFOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN RIA. THEY MAY CRITEVARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALLBE FIED VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIR ED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THE DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 12, ANYTHING LESS THAN THE HEIGHT AND POST SPACING SHOWN HEREIN MAY SE AS PER MANUFACTURER FLANS FOR DIMENSIONAL CONFORMITY, PROVIDED COMPONENTS AND EXTRUSIONS ARE PER THIS DESIGN AND THERE ARE NO INCREASED TRIBUTARIES. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. L BEMNAFOQ P.E. :>LR BWtI•WIa ALFR•NAT,&KpN� O fa00f0Olrt•Pf 110'TmaamBli aW.®. aT181E 6ND KSI•M7UPF QI SH@T 1 TIOSSRQTIOB nDr N BNi�I'S Lim Aopp log?" aA b N O�M ENS •� 5�Zc o� NW r C .. I 15-2692a 1 0 > D � z r n I Z O x o 'v cn _ i D N 123.00' R&M. 37.50' F'''���/ ci 25.00' 1 rl e: �. a — .° _ 24-00 Q 9.45'v �.°.. •. p Kd :° • n ° ' 0 p 25.00' • - '� - O 3.25' z it 0, s OO C) m -i °e O D Z 0 1 - - °- -s -.► LLy (TI -C - - • ° 4� 25. DO' 28.30' 13.15' 0 17.05' o TILE -° rr ' F1 N (Jt • • ° Q '••••• z `' 123.DD' R&M. • N - z of s NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL Ak ,i Q) I �., o l wa1 0� rs. ABBREVIATIONS: SWK=SIDEWALK, CBS --CONCRETE BLOCK STRUCTURE, CLF=CHAIN LINK FENCE, PL=PROPERTY LINE, DUE=DRAINAGE UTILITY EASEMENT, IP=1R PIPE, FOUND, A/C=AIR CONDITIONER PAD, P/C --PROPERTY CORNER, D/H=DRILLED HOLE, W/F=WOODEN FENCE, RES=RESIDENCE, CL-CLEi RB=REBAR, UE=UTILITY EASEMENT 'CONC=CONCRETE SLAB, R/W=RIGHT OF WAY, DE=DRAINAGE EASEMENT, C/L=CENTER LINE, O=DIAMETI TYP=TYPICAL, M=MEASURED, R=RECORDED, ENCR=ENCROACHMENT, COMP=COMPUTER, ASPH=ASPHALT WD=NAIL & DISC, S=SET, F.F.E =FINI FLOOR ELEVATION, 06#FSE7, P/P=POWER POLE. OHP-OVERHEAD POWERLINE, WM=WATER METER wooDFENCE= ELEVATION BASED ON LOC. # MASONRY WALL=. L • CONCRETE= '.:..v,:_ ..:-::: •-":;•,••: , :•.t....t.:. CBM# ELV. TYPE OF SURVEY: BOUI, MAINTENANCE & DRAINAGE EASEMENT= M & D.E. SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATUF AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER_ 3) THE SURVEY DEPICTED HERE IS NC '? BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODET VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIC)NI RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY CONTACT THE APPROPRIATE AUTHORITY PRIOR TO A?,!%, INFORMATION. 10)EXAMINATION OFTHEABSTR.^, T INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE t2.f36�0oIO0' v Is 2.60' 00 LOCATION SKETCH SCALE: NTS z a co m N.W. let AVENUE `l CERTIFIED TO: RANDALL CULP AND BARBARA MARTINEZ, 151 N.W. 92ND ST., MIAMI SHORES, FL. 33150., SOBE TITLE. COMPANY, ATTORNEYS' TITLE INSURANCE FUND, INC., USAA, FSB., ITS SUCCESSORS AND/OR ASSIGNS, ATIMA. LEGAL DESCRIPTION: LOT 19 AND THE WEST 1/2 OF LOT 20 S 10 MTAMT-n^"V BLOCK 134 SUBDIVISION ,T nA rF - -_39 - ____ 1 i1L1\LUI VLI\1,f 1 It14. .a.e .a_ .', Il-i•..-__e ,_� .[ iZ_ _ _ _ e-- S ........................,.:.....,.......,, .r+....o ... .�+.,.., ...r„isj - ,". �. ...�aJ vvl\VL I"i-16 1.4G. `c _,Ajy-