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FW-19-2808Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: FW-11-19-2808 D ri, Permit Type: Fence/Wall J1r Work Classification: Ornamental/Metal Permit Status: Approved Issue Date:12/17/2019 ` Expiration: 06/15/2020 Location Address Parcel Number 9301 NW 2ND PL, Miami Shores, FL 33150 1131010150240 Contacts COREY VALESTRA Owner ARTEMISA FENCE & ORNAMENTAL INC Contractor 9301 NW 2 PL, MIAMI SHORES, FL 33150 EDUARDO VALDES Business: 3052210214 Other:3059702199 Description: INSTALLING FENCE (METAL FENCE 6' HEIGHT) Valuation: $ 1,600.00 Inspection Requests: 05-e62-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Technology Fee $2.50 Wire and Wood Fence Fee $50.00 Total: $152.10 Payments Date Paid Amt Paid Total Fees $152.10 Check # 1830 11/22/2019 $50.00 Check# 1883 12/17/2019 $102.10 Amount Due: $0.00 Building Department Copy 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 construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date December 17, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ENTERED NOV 2 2 2019 BY: FBC 2011 W Master Permit No. rm— it —lc) - ZL90CJ Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: (q3©( NW a P _ City: Miami Shores County: �T ( Miami Dade Zip: s:0 — P-D l�S Folio/Parcel#: I j —3101 —0I 7 —0()1-(D Is the Buildin Historically Designated: Yes NO Occupancy Type: Load: Construction Type: (,RIFlood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): l ( VQIFS �cJ6LQe /�!a I �� Phone#: 6 5�� r�l —© �y Address: I i V k _ City: Actvo'k 191"�CYC5 State: Zip: 3i Tenant/Lessee Name: Email /� ., \ CONTRACTOR: Company Name: IY ' fAA SQ '[ewe Phone#: (-i`)-' ) r}� )' �� (y Address: FFI-4 N,V 99 A\)e City: �St/ate: �1( Zip: 3\3I1 Qualifier Name: �\ /W CF<4J otAp z Phone#: State Certification or Registration #: Certificate of Competency #: 000019 (R ?J DESIGNER: Architect/Engineer: /_L.[:I I City: State Value of Work for this Permit: $ 1 + cy(-" Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑L Repair/Replace Description of Work: �J F" e ( Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Zip: �f7 I ❑ Demolition dry CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I d 2 0 (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 Zip 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 18 day of K0VC.wtVn-e1r 20 19 by C • , 41 1 41 A -A �-�- , who is personally known to me or who has produced Z7. P L. as identification and who did take an oath. NOTARY PUBLIC: A04 E04w' ARLENE VALDES ublic - State of Florida Sign:ission ry GG 204098 mpires rPrint:a�i tcrftw, Seal: Signature t (�Zl CONTRACTOR The foregoing instrument was acknowledged before me this ( CE) day of I Y-L.\Je4AA V,-,f--r , 20 (R by �AI.rd6 UA-I .4-ts who is personally known to me or who has produced rm P l • as identification and who did take an oath. NOTARY PUBLIC: �+'�L Sign: V Print: A: _" , ri • ' \•, �', Notary Public • State of Florida Seal: P Commission p GG 218945 ?or I�'?' My Comm. Expires May 16, 2022 Bonded through National Notary Assn. APPROVED BY Plans Examiner �1 a Zoning Structural Review Clerk (Revised02/24/2014) Summary Report Property Information Folio: 11-3101-015-0240 Property Address: 9301 NW 2 PL Miami Shores, FL 33150-2215 Owner COREY VALESTRA JORGE NAJERA Mailing Address 1754 MERIDIAN AVE UNIT 101 MIAMI BEACH, FL 33139 USA PA Primary Zone 0800 SGL FAMILY- 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.FI Adjusted Area 1,063 Sq.Ft Lot Size 8,842 Sq.Ft Year Built 1940 Assessment Information Year 2019 2018 2017 Land Value $204,155 $194,361 $194,361 Building Value $79,725 $79,725 $73,985 XF Value $36,563 __�__.-.--_ $36.973 .__-_�......-...- $37,384 .-.-______--._.....,._ Market Value $320,443 $311,059 $305,730 Assessed Value $320,4431 $311,0591 $305,730 Benefits Information Benefit Type 2019 20181 2017 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description ODELL MANORS PB 41-57 LOT 16 BLK 2 LOT SIZE IRREGULAR OR 17286-0090 0796 4 CDC 25524-3229 04 2007 1 Generated On : 11/12/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $0 $0 $0 Taxable Value 1 $320,4431 $311,0591 $305,730 School Board Exemption Value 1 $0 $0 $0 Taxable Value $320,443 $311,059 $305,730 City Exemption Value $0 $0 $0 Taxable Valu ;20,4431 $311,059 $305,730 Regional Exemption Value $0 $0 $0 Taxable Value $320,4431 $311,0591 $306,730 Sales Information evious Sale Price OR Book -Page Qualification Description /27/2015 $375,000 29799.3284 Quad by exam of deed /01/2007 [104/01/2006 $420,651 25524-3229 Sales which are qualified $439,000 24496.3072 Sales which are qualified /01/2005 $300,000 24094-0551 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax rail. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/twww.miamidade.gov/info/disclaimer.asp Version: vvvovo Local Business Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 6912316 BUSINESS NANIFAOCATION RECEIPT NO. ARTEMISA FENCE & ORNAMENTAL CORP RENEWAL 1777 NW 79 AVE 1711523 DORAL FL 33126 LBT EXPIRES SEPTEMBER 30, 2020 Must be displayed at place of business Pursuant to County Code m Chapter 8A — Art. 9 & 10 m '' OWNER SEC. TYPE OF BUSINESS ARTEMISA FENCE & ORNAMENTAL CORP 196 SPECIALTY BUILDING CONTRACTOR ByTMENOR COLLECTOR 000017193 ByTAX couEcroR $45.00 07/08/2019 Worker(s) 1 CREDITCARD-19-050381 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental -- or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami —cede Code Sec Be-276. For more information, visit www.miamidade.aov/taxcollector Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7267760 BUSINESS NAME/LOCATION ARTEMISA FENCE & ORNAMENTAL INC 1777 NW 79TH AVE DORAL, FL 33126 OWNER ARTEMISA FENCE & ORNAMENTAL INC Employee(s) RECEIPT NO. RENEWAL 7555549 EXPIRES SEPTEMBER 30, 2020 Must be displayed at place of business Pursuant to County Code Chapter 8A - An. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEIVED 213 SERVICE BUSINESS BY TAX COLLECTOR 45.00 07/08/2019 C R E D I TCA R D-19-050381 This local Business Tax Receipt only confirms payment of the Local Business Tex. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder most comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami —Dade Code Sec Ba—M. For more information, visit wwwmismidade.govAexcollecta M®AM r W8929 Municipal Contractor's Receipt"' Miami—Dade County, State of Florida —THIS IS NOT ABILL — DO NOT PAY M C 6912316 BUSINESS NAMEAOCATION RECEIPT NO. EXPIRES ARTEMISA FENCE & ORNAMENTAL CORP NEW SEPTEMBER 30, 2020 1777 NW 79 AVE 7579551 Must be displayed at place of business DORAL FL 33126 Pursuant to County Code 1 m Chapter 8A - Art. 9 & 10 m� , OWNER SEC. TYPE OF BUSINESS MENT ARTEMISA FENCE & ORNAMENTAL CORP MMC SPECIALTY BUILDING CONTRACTOFVYTCOLLECTORO AX 000017193 $175.00 10/07/2019 Category(s) 1 CREDITCARD-20-001715 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt Is not a license, - permit, or a certification of the holder's qualifications, to do business. Holder must comply with anygovernmenjtil or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami —Dade Code Sec Ba-270. For more Information, visit www.miemidede.govltaxcollector ARTEM-3 FDATE(MM/DDrrvrv) 11/21/2019 ACORO" CERTIFICATE OF LIABILITY INSURANCE 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 have ADDITIONAL INSURED provisions or 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 endorsements . PRODUCER 305-648-7070 Avante Insurance Agency, Inc. 7490 West Flagler Street Miami, FL 33144 Gabriela F. Dominguez CONTACT Gabriela F. Dominguez PHONE 305-648-7070 FAX 305-648-7090 (A/C, No, Ext): (A/C, No): A'D RI INSURERS AFFORDING COVERAGE NAIC # INSURER A: Ohio Security Ins. Company 24082 INSURED Artemisa Fence & Ornamental Inc 1777 NW 79 Avenue Doral, FL 33126 INSURERS:AmGuard Insurance Company 42390 INSURER CAmTrust North America Inc. 23140 INSURER D : Ohio CasualtyInsurance Co. 24074 INSURER E : INSURER F: rn\/FRA(_FC rFRTIFIrATF NI IMRFR- RFVICICIN NI IMRFR- 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 TYPE OF INSURANCE ADDL SUBS! NUMBER POLICY EFF POLICY POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR BKS60141865 08/13/2019 08/13/2020 EACH OCCURRENCE $ 1,000,000 DAMAGE TO PREMISES (E.RENTED $ 100,000 MEO EXP (Any oneperson) $ 5,000,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY ❑ JECT LOC OTHER: GENERAL AGGREGATE 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 B AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY X AUTOS W E X AUT OS ONLY X A�TOS ONLDY ARAU989674 11/26/2018 11/26/2019 COMBINED SINGLE LIMIT cdnt$ 1,000,000 BODILY INJURY Per person)$ BODILY INJURY Per accident $ PPerr aCcRdent AMAGE $ D UMBRELLA LIAB EXCESS LIAR X OCCUR CLAIMS -MADE US060141865 08/13/2019 08/13/2020 EACH OCCURRENCE $ 2,000,000 X AGGREGATE $ 2,000,000 DED I RETENTION $ C WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY I andER/MEM ER/EXCLUDED7 ECUTIVE ❑ (MandaFIC tory in NH) If yes, describe under DES RIPTI N OF OPERATIONS below N / A AWC1131824 04/23/2019 04/23/2020 X PER X OTH- STATUTE I1,000,000 E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE 1,000,000 E.L. DISEASE - P I Y IMIT 11000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Fence Installation Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 5a"&_ "10 ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD x �' w v ov o U � aw "5 do a4�°� 3 l vo Lei •" � O0.0Q' (pRM 8' i•---�\• � 1 r �, i Q � 3.30' � • •.` OtiI � 4 0.x` � � W � �j 1 .• N Z� Q i �`�� t k } yOPT ofi0�.n_• � 9.�`� 1400 • •T R 25 00' -,,-4=39.24' 10.8' PARK WA °v Ctr-35:34-... ...... ..... I 20' ASPHAL T PAVEMENT 62.5' R;GHT-OF-WAY --- ` N. W! 93rd STREET , , _ _ _ .. , . , ,u• ., , : �.. R` . _ -j-4 -nV H_ "A EO',Vl-ld:';00 0112:1 17.15 i� v. A. J ad - rl' .r WGt • •.. r .. z 0 i .. \ • 0 0 • •• • • • • • 00 • • • 0. ii > N o o m it Ws FLORIDA METAL PANELS Mfflta NOM 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. 15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. 16. EASTERN ENGINEERING GROUP SHALL NOT BE LEGALLY RESPONSIBLE FOR THE STRUCTURAL DESIGN OF ANY COMPONENT AND/OR PRODUCT USED IN OUR PROJECTS WHICH HAS BEEN PREVIOUSLY GRANTED A PATENT OR COPYRIGHT. THE CONFIRMATION OF INTELLECTUAL PROPERTY OWNERSHIP IS BEYOND OUR SCOPE AS STRUCTURAL ENGINEERS AND SHALL BE THE SOLE RESPONSIBILIrY OF OUR CUENT. DESIGN LOADS FENCE WIND LOAD AS PER ASCE 7-10 KD=0.85 WIND VELOCITY AS PER ASCE 7-10 MIAMI-DADE CATEGORY 2 ------ 115 mph (AS PER FBC 2017 SECTION 1616.2.1) CALCULATIONS I accordance with FBC 2017 and ASCE 7• 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: TYPE ASTM GRADE Fy STEEL SHEETS A36 ----- 36 KSI STRUCTURAL TUBING A500 B 46 KSI 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE Category: �- I Exposure: C _. V (mph): 115.00 L (ft): 4 j' Hpost (ft) 6 2 1/2x21/2x16Ga. .. ...... Steel Galvanized ... �. _ ......... 2x1x16Ga. Stl Galvanized A500- --. 13997 0.58 WA 500 Mmax. (Ib�n) 1166 Sx (in^3) 0.124 Fy (ps) 4600 SOO Fb (psi) 27600 Fv (psi) 18400 Mmax.v (Ib-in) Zx (in^3) I: 1.00 Kd: 0.85 fb (Psi) Mmax/Sx fb (Psi) Mmax/Sx h (ft): 6 Fy (psi) 36000 fb (psi) 24132 fb (psi) 9406.451613 Pd (psi): 16.2 _ _ I A-36 Fb (psi) T`21600 ;Fv (psi) 14400 fb si IP._ )` OK fb <Fb OK _ . (psl) ........ _ ... ...- (nonconstrained FBC 2017 -1807 3 2 1) 388.80_ Lateral soil beanng1 _200, _ - 1.44 _W Footing Diameter (ft) 1.583' _ 3.00, For poles 1806.3.4) 2 -Fb .... ....... Foundation Design (p- Rail to Posts Connection Design I Actual Pullout 194.4y -. _ _ _ Allowable Pullout 200 Using 10.16 Hilti KvnkA � OK Flex Screw lu 4'-0" MAX 1 ZB�y 1W. MCE PLAN vow 777 - - SCALE: 3/4"=l'-O" 7� � ►7�J!"fl OW BOX DUAL 4'-0" MAX SCALE: 1 1/2"=1'-O" I t 2x1x16 GA I•I GALVANIZED STEEL TUBE I' I Ii I RAIL TOP Ili II II II II II II II II 11 II MEMBER :•. : I I + �' 26 GA (MIN.) • I' I II GALVANIZED •••••• �•• j I I I I I I I I I I METAL SHEET ••• i•• II II II II III II I II .II II II •••• • I II II II II II II ! II II I. II II 2.5x2.5xl6 GA. • I I I I I ••�•.. ; GALVANIZED II II II II II II II II II II II : STEEL POST :•..•, , "' I I I I II SPACED ® O . • II II II II II II II II II II I 4'-0" MAX. O.C. ... % 04 ,III�I � II III II II 11 III II!!II 11 :III II; III •• � •.:. I II i, II It II II II II II I II II 2x1x16 GA III t I STE_ BE III r ! ! ! RAIL BOT MEMBER I L' -� �' I it : -`: !I ;,, II I III II II II II II, III�II II II II III !II III II!il II II IIII III!!IIIt \\\\\\\\\\ \\\\ 3000 PSI CONCRETE I / FENCE CONNECTIONS: \ FOOTING 012"x4'-O" DEEP OR - RAIL TO POSTS TO BE CONNECTED WITH (2) 10-16 019"x3'-0" KWIK FLEX SCREW by HILTI OR APPROVED EQUAL. ACCESS DEEP (R 024"x2'-6" 0 HOLE AT RAILS TO BE PROVIDED FOR CONNECTION, OR I I DEEP TYP) N I BE J" WELD 1" WELD LENGTH IN 2 OPOSITE SIDES Al'FLICAULL EX I MINIMUM. I IONLY FOR SEDIMENTARY - PICKETS TO BE CONNECTED TO TOP AND BOTTOM AND FOLIATED ROCK RAILS WITH (4 PER PICKET (MIN), 2 TOP & 2 BOTTOM) Mu 012"x2'-9" DEEP (*) U 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL, OR BY 1/4" PUDDLE WELDS. u (+) SOIL SHALL BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED r�+�pT/�p FENCE CHARACTERISTICS. A FLORIDA i ir. K". VW LICENSED ENGINEER SHALL VISUALLY SCALE: 3/4"=1'-O" INSPECT AND PROVIDE A CERTIFIED LETTER ATTESTING SO. M■ S=0.47 IN' Z=0.58 IM Mmax=16.2*4*6*6/2 =13 997 #-in M ASD=Mn/Q , Mn=Fy*Z , 0 =1.67 M ASD=16 000 #-in Mmax < M ASD E r V 3 1 3 k 10 L7A) S=0.124 IN' Mmax=16.2*6*.5*4*4/8 =1 166 #-in M AsD=Mn/0 , Mn=Fy*S D =1.67 M ASD=2 673 #-in Mmax < M DASD T L 211 L RAILS (16 GA)� Zx=0.0054 in' Mmax=16.2*(6/12)**0.5* 1.33* 1.33*12 Mmax=86.0 #-in M ASD=Mn/f) , Mn=Fy*Z 0 =1.67 M ASD=116.4 #-in 00 Mmax < M Aso 6" O 1 O O p O N O PICKETS (26 GA) E"3 1 MR 01 ON o W a•4�• W � • Z r • Z �ti • • Z Uj LIJ **L* ==m co • • • w ❑RAISSA R. LOPEZ,PE ❑GONZALO A. PAZ,PE 1812019 tD-1 FLORIDA METAL PANELS CITUMa NOUT- 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 5.CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 8.THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER To CIARiFy THE REQLIIRFMFNTS Awn In EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. 15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. 16. EASTERN ENGINEERING GROUP SHALL NOT BE LEGALLY RESPONSIBLE FOR THE STRUCTURAL DESIGN OF ANY COMPONENT AND/OR PRODUCT USED IN OUR PROJECTS WHICH HAS BEEN PREVIOUSLY GRANTED A PATENT OR COPYRIGHT. THE CONFIRMATION OF INTELLECTUAL PROPERTY OWNERSHIP IS BEYOND OUR SCOPE AS STRUCTURAL ENGINEERS AND SHALL BE THE SOLE RESPONS181LTTY OF OUR CLIENT. DESIGN LOADS FENCE WIND LOAD AS PER ASCE 7-10 KD=0.85 WIND VELOCITY AS PER ASCE 7-10 MIAMI-DADE CATEGORY 2 ------ 115 mph (AS PER FBC 2017 SECTION 1616.2.1) CALCULATIONS 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: TYPE ASTM GRADE Fy STEEL SHEETS A36 ----- 36 KSI STRUCTURAL TUBING A500 B 46 KSI 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. In accordance with FBC 2017 and ASCE 7-10, Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 v=115 mph Wind load Calculation: General Data: _.._-. DL(pst): 5 Top and Bottom Design V (mph): 115.00 Fence Span(ft): 4 Gate Span(ft):' 4 - Post Design (Gate Span = Gate Leaf, not opening) 2x1xO.071 st galvanized Exposure: p j C Hpost (ft) 6 A-500 _ Gust Factor 0.85 Fy (psi) 146000 A-SOO Fb (psi) 27545 Fv (psi) 18400 Steel galvanized A-500 Mpg M,,, . (lb -in) m) Zx (in"3) fb (psi) 2880 14305 0.58 24663.7 Mmax. (lb -in) Sx (in^3) fb (psi) 2606 0.124 Mmax/Sx' Cf. 1.30 Section _-Mw,,,d 2.5x2.5xl6Ga j 14012 Kd: 0.85 h (ft): 6.00 1 Fy (psi)6000� A 36 lb (psij 121600 Fv (psi) 1 14400 < ib (psi) Fb OK fb (psi) fb (psi)<Fb 21029.E OK Rz 0.85 Lqz (psf): 16.2 Rail to Posts Connection Design i �sing 10-16 Hilti KvvikI Flex Screw Foundation (nonconstrained p 583.831Lateral I A 2.161 d (Depth) 3.95 FBC 2017-1807.3.2.11 (2017-11806.21 Actual Pullout Allowable Pullou 32l- 260 OW soil bearing-(---�200 Footing Diameter (ft) 1.58 For poles 1806.3 2 NEXT POST FENCE TO BE AT NO MORE THAN 4' 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) i GALVANIZED STEEL POST 2-1/2"x2-1/2"x16GA 26 GA. (MIN.) GALVANIZED METAL SHEET DURA FENCE 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) HINGES TO RESIST 180 LBS 2xlx16 GA. GALVANIZED STEEL FRAME GATE i (TYP) GATE CONNECTIONS: - PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET (MIN), 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL GALVANIZED STEEL POST 2-1/2"x2-1/2"x16GA S=0.47 IN' Z=0.58 IN' Mmax=14 305 #-in M ASD=Mn/fl , Mn=FY*Z , 0 =1.67 M ASD=16 000 #-in Mmax < M ASD 2 f POSTS (16 GA) 3'-0"/4'-0" MAX WR MGM GATE H". VW SCALE: 3/4"=l'-O" 3'-0" /4'-0" MAX NEXT POST FENCE TO BE AT NO MORE THAN 4' 1W. SINGLE GATE PIM. VW SCALE: 3/4"=l'-O" S=0.124 IN' Mmax=2608 #-in M ASD=Mn/0 , Mn=Fy*S , 0 =1.67 M ASD=2 673 #-in Mmax < M AsD L 2` � RAILS (16 GA) 1 N < c� X N X 100 I- • • • ti 0 D_ w �•• ••••••000000 • I •• •• • '4 •...•. 3 KSI CONC: FOgTffV • 012"x4'-O" DEED OR • , 019"x3'-O" DEEP OR • • 024"x2'-6" DEEP (TYP) APPLICABLE EXCLUSIVE ONLY FOR SEDIMENTARY AND FOLIATED ROCK \ JVILJ 0 012"x2'-9" DEEP (*) I N - ALL GATE FRAMES TO BE CONNECTED BY ALL AROUND FILLET WELD. (*) SOIL SHALL BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLORIDA LICENSED ENGINEER SHALL VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER ATTESTING SO. Zx=0.0054 in' Mmax=16.2*(6/12)*0.125*2.6*2.6*12 Mmax=83.0 #-in M ASD=Mn/0 , Mn=Fy*Z 0 =1.67 M ASD=116.4 #-in a0 Mmax < M ASD 6" O VO O p O N PICKETS (26 GA) O Ref. Paae # 19-02 0h,111. ■ rm I■ Z) ON �y N • `! 11i t�jV Ur 8•lg • • 0 • Z�h�• LU "Age / n 25 M • Uj U_ • Z3Muruyy :w qgo • • W•••� • W �.. zal K boa ❑RAISSA R. LAPEZ,PE ❑GONZALO A. PAZ,PE 2/8/2019 SD-2 FLORIDA METAL PANELS TJ:d\riLV ILL NV 1 JC•7' 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. 15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. 16. EASTERN ENGINEERING GROUP SHALL NOT BE LEGALLY RESPONSIBLE FOR THE STRUCTURAL DESIGN OF ANY COMPONENT AND/OR PRODUCT USED IN OUR PROJECTS WHICH HAS BEEN PREVIOUSLY GRANTED A PATENT OR COPYRIGHT. THE CONFIRMATION OF INTELLECTUAL PROPERTY OWNERSHIP IS BEYOND OUR SCOPE AS STRUCTURAL ENGINEERS AND SHALL BE THE SOLE RESPONSIBILITY OF OUR CLIENT. DESIGN LOADS FENCE WIND LOAD AS PER ASCE 7-10 KD=0.85 WIND VELOCITY AS PER ASCE 7-10 MIAMI-DADE CATEGORY 2 - - - - - - 115 mph (AS PER FBC 2017 SECTION 1616.2.1) CALCULATIONS 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: TYPE ASTM GRADE Fy STEEL SHEETS A36 - - - - - 36 KSI STRUCTURAL TUBING A500 B 46 KSI 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER NEXT POST FENCE TO BE AT NO MORE DIAN 4' 2x1x16 GA GALVANIZED -� STEEL FRAME GATE (TYP) i GALVANIZED STEEL POST 2-1/2"x2-1/2" x14GA 26 GA (MIN.) GALVANIZED METAL SHEET FENCE cci HINGES TO RESIST 180 LDS 2xlx16 GA. GALVANIZED STEEL\' FRAME GATE (TYP) 3 KSI CONC. FOOTING 019'x4'-O' DEEP OR 024'x3'-9" DEEP OR 030"x3'-4' DEEP OR 036'x3'-O' DEEP (TYP) 2x1x16 GA GALVANIZED STEEL FRAME GATE (TYP) 16-0" 2xlxl6 GA. GALVANIZED STEEL. FRAME GATE (TYP) 7/8" DIAM. SOLID BAR CANE BARS GATE CONNECTIONS • PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET (MIN), 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILT] OR APPROVED EQUAL ALL GATE FRAMES TO BE CONNECTED WITH 1/8- FILLET WELD ALL AROUND. WE DOUIRE GATE 11". VW SCALE: 1 /2"=1'-0" 1 ir. DQUIR 'i GATE rJ.!"fL\. VW SCALE: 1/2"=1'-O" S=0.124 in' In accordance with FBC 2017 and ASCE 7-10, 0.0 Zx = 0.155 i Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 v=115 mph n' Mmax=4074 n' Wind load Calculation: General Data: DL(psf): 5 Top and Bottom Design S=0.57 in' M ASD=Mn/0 , V (mph): 115.00 Fence Span(ft): 4 Gate Span(ft): 5 (Gate Span = Gate Leaf, not opening) 2x1xO.071 st galvanized Z=0.71 in' Mn=Fy*S , 0 =1.67 Exposure: C Hpost (ft) 6 Post Design A-500 Mmax=16 393 #-in M ASD=4269 #-in Gust Factor 0.85 Fy (psi) 46000 Steel galvanized A-500 Mmax. (lb -in) 4074 M ASD=Mn/0 , Mmax < M ASD Cf: 1.30 A-500 Fb (psi) 27545 Section Mind MDR Mmax. (lb -in) 4 (]n'3) fb (psi) Zx (in"3) 0.155 • Mn=Fy*Z 0 =1.67 0.0E LL Kd: 0.85 Fv (psi) 18400 2.5x2.5x14Ga 15764 4500 16393 0.71 23089.1 fb (psi) Mmax/Sx a M ASD=19550 #-in II h (ft): 6.00 Fy (psi) 36000 fb (psi) 26287 Mmax < M ASD Kz: 0.85 A-36 Fb (psi) 21600 fb (psi)<Fb OK fb (psi)<Fb OK qz (psf): 16.2 Fv (psi) 14400 Rail to Posts Connection Design Foundation Design (nonconstrained FBC 2017-1807.3.2.1) (2017-1806.2) 2 }• 2- Actual Pullout 32 P 583.83 Lateral soil bearing 200 POSTS (14 GA) RAILS (16 GA) Allowable Pullou 200 Using 1D-16 Hilti Kwik A 2.16 Footing Diameter (ft) 1.58333 OK Flex Screw d (Depth) 3.95 For poles 1806.3 2 NEXT POST FENCE TO 6E AT NO MORE THAN 4' 0huhh.. Tip x w OR X j oN ISO W n. •• • V `o t�■• CD SO •• . 104 • • W "Z ♦_ W ;z m •• • •• ZN mac}• ' • "+ i- �o •• • s • Ui •�0'3 • • s �g s / • U• • gg • PS6 G074C. #OOTING • (n ' f + • • • • 019'x4'-0' DEEP OR • • • C( • • 024'x3'-9' DEEP OR • ' W 03O'x3'-4" DEEP OR 036"x3'-O- DEEP (TYP) APPLICABLE EXCLUSIVE ONLY FOR SEDIMEffABY AND FOLIATED ROCK SOILS 012"x2'-9- DEEP (+) U (N W O N N (*) SOIL SHALL BE VERIFIED TO BE LL H 45 M o CONSISTENT WITH THE MENTIONED M CHARACTERISTICS. A FLORIDA Q m 3 LICENSED ENGINEER SHALL Z VISUALLY INSPECT AND PROVIDE A a CERTIFIED LETTER ATTESTING SO. O ^� GALVANIZED STEEL POST "xl4GA I Zx=0.0054 in' Mmax=16.2*(6/12)*0.125*2.6*2.6*12 Mmax=83.0 #-in M Aso=Mn/0 , Mn=Fy*Z 0 =1.67 M ASD=116.4 #-in 00 Mmax < M Aso 6" O O O O N CSPICKETS (26 GA) 24 GA. (MIN.) GALVANIZED METAL SHEET FENCE # 19-021 b H. E61F X! ❑RA15SA R. LOPEZ,PE ❑GONZALO A. PAZ,PE 2/8/2019 SD-3