Loading...
FW-06-23-1582Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO:: FW-06-23-1582 Permit Type: Fence/Walt Work Classification: Ornamental/Metal Permit Status: Approved Issue Date:10/10/2023 Expiration: 04/10/2024 Location Address Parcel Number 553 NW 112TH ST, Miami Shores, FL 33168 1121360210920 Contacts GUERLANDE MONCHERY Owner OWNER Contractor 553 NW 112 ST, MIAMI SHORES, FL 33168 Home: 7862775342 guerlandemoncheryl@gmail.com I Inspection Requests: Description: 5 FEET PICKET FENCE METAL Valuation: $ 2,000.00 305=762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $3.75 DCA Fee $2.00 Education Surcharge $0.60 Engineer Fence Systems $200.00 Planning and Zoning Review Fee $70.00 Scanning Fee $9.00 Structural Review ($60) $60.00 Structural Review ($60) $60.00 Total: $456.55 Payments Date Paid Amt Paid Total Fees $456.55 Credit Card 10/10/2023 $406.55 Cash 06/23/2023 $50.00 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. FutherM3gre, I authorize the above named contractor to do the work stated. rized Signature: Owner / Applicant / Contractor / Agent 2y f i©' 2- Date October 10, 2023 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 0 ROOFING RjP1rCTr1fVE'1D JUN 2 3 2023 BY: (Bct FBC 2020 - 74h Master Permit No._ rj4/ -(j6 2-3 15 ��;z Sub Permit No. [] REVISION ❑ EXTENSION ❑ RENEWAL F-IPLUMBING ❑ MECHANICAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP 2 �1 CONTRACTOR DRAWINGS JOB ADDRESS:q 1 `[L : Miami Shores Count Miami Folio/Parcel#: -2-i3ec - 02 i _ Do, ZC) Dade Zip: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Yp Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): , c� Address: Phone#: 6- City: i State: � Zip: Tenant/Lessee Name: /�� Phone#: Email•%/./D� n ,.ir�n _���,_- —l%� _. _ , � � CONTRACTOR: Company Name: br�a„r ��� �pf,c Address: Phone#: Email: Qualifier Name: State Certification or Registration #: Phone#: DESIGNER: Architect/Engineer: Certificate of Competency #: Address: Phone#: City: State: Zip: Value of Work for this Permit: $_ ®® Square/Linear Footage of Work: 3�0 Type of Work: ❑ Addition ❑ Alteration ANew .-� ❑Repair/Replace ❑Demolition Description of Work• . Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ DCA Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ _ Structural Reviews $ P&Z Review $ Bond $ _ (Revised04/05/2022) TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State E. Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 23 day of \_ Lib L Q_ 20 Z 3 by i ,n, G��J U r 13v, chi IV ��vl who is personally known to me or who has produced as identification and who did take an oath. CONTRACTOR The foregoing instrument was acknowle day of me or who has produced before me this 20 , by who is personally known to identification and who/did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Cb7 t✓ Sign: ter Sign: Print: U h vu— Print Seal: ``Z Vivienne Yao Seal: n \ _Z ' Comm.:HH 222410 1) v . a Expires; Jan. 31. 2026 f %., OF Fe, �o� Notar�r ublic • State of Florida i IZ3APPROVED BY Plans Examiner Zoning t f� 3 3 Structural Review Clerk (Revilsed04/05/2022) JUN 2 3 2023 BY: M.,ar Shores V age Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDERDISCLOSURE NAME: DATE: ADDRESS: Do hereby petition the Village of lViami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial buildirg at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is cornpiete, the law will presume that you bunt for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your buiibing who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand tl at, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit fiiec in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within i year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial_4 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial/�� ,_.E,. -es 3C - :_ c',C :"C C ,c_;C. c C14' _ ___ce CA a c.... c.E. ESE—CVd'G -"._OE'" =j bE _ E',c C .. .. sv, -or E -_.c. 'EC b} Nc ._ c, e-_- Cyees V, ,. V-G_r;:'-.E _ rEr;i. My �:O""':EC•J�- ierc c.,CE .:2y P. c,,;ce .�ve7ae -3 -,r.cse E 1 _ '\' a_. ng Esc CJ, Lam. _ _„c _ cl_.c .._ ore"2ge „c-I,e = pr C. pertr. I understand that I may not de egete t ,e responsibility for super,,.,,ng v, 1 e .c[ F_... ,_ . sop- "w" CE' ES tC er'C.. 'E work being done. Any pe"so': working on my building who is not ke^,SEC —.._E 1, _ -. _'-.de rr ! c:-ec; ..p=,, i3— c be e" p.C\ ec cj• me, which, means that l mdst comply Nlti,, 2ws requiring the withholding C c4_ c .. _Crne tax 2nc ssc.z _ CC _,.i 0 s " ^E" i'c Federal 'nsL:,arice Contributions Act (FICA) and must prov;de workers corr.pe'-.s2. z the Empiove E. [E' :E a: c E :C these m2v subieci tc se -ions flranci21 risk. r� initial !� agree that, as the party legally End finarciai'y responsible for this proposed Construction activity, i will abide by all 2ppcc2b e :2kvs and requirement that govern owner -builders Es WEii as employers. I also understand that the Construction must co"np'•,' 11,11i, ail applicable laws, ordinances, bui!d:ng codes, and Zoning regulations. Initial 10. I understand that I may obtain more information regarding mar obligations as an employer from the Interna" Re'venUE SErvCE, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.139-5 or http:i,=,kww.mvfloridalicense.com/dbpr/pro/ciib/i:^.dex.htmi 1.1. Iarni aware cf, and consent to; an owner -builder building permit applied for in my name and understands that I am the party ESE '•y' a^d f n2n�i21'y responsible for the proposed construction activity at the following address Initial _ agree to notify Miami Shores village immediately of any additions; deletions, or changes to any of the information V'Et i have provided or dadcsure. in.'tial Licensed contractors are regulated bylaws designed to protect the public. If you contract with a person who does not have 2 lice -se. ;i-,i Constr4uction industry Licensing Board and Department of Business and Professional Regulation may be unable to Essist you wit" E-) inn ,C,E: loss that yo stain as a of contractor may be in civil court. It is also important for you to understand that, if an unlicensed ccc:',ractcr or employee c ,4 v coE Fire-, is injured v, hike working on your property, you may be held liable for damages. If you obtE r E c ner-budder permit En[ tc .YE E Jcersed contractor, you will be responsible for verifying whether the contractor is properly licensed E :c t."e E;2..-_ the contracto- s vrorker s compensation co\,Erage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner anc • Etu -:Ed tc the focal permitting agency responsible for issuing the permit. A. copy of the property owner's driver license, the notarized signature of the property owner; cr other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged beforE me this 2- day of �j , 20 23 �4 V"L.� By V �`� �'`� Nwil Cwho \ivas personally known to me or who has Produced there License or h)r+y-2-,'_-:r. lei as identification, --------------- OWNER NOTARY "yP& Vivienne Yao =Z `i__ Comm,:HH 222410 Expires: Jan. 31, 2026 %; ,? t��`� Notary Public • State of Florida F-1v�D p 14 ZOZ3 Miami Shores Villa e Bui ding Department CITY z x. Zoning Dept. o _ Building Dept. ate Fral, J Subject to compliance with all d MSV PLANNING DEPARz ount rules and re ulationRwState and y g _it� N^ W �o_-- Permit# v1-r�l�- �3 � IS= � _ DATE: ,�• — a BY: �,�-- --- �i ao a o w CO co I � l 4 z ' ^ J ^ `�,T z ►— U I I ( v 8l'Od—Zt'8'd „S32C�OHS 1S3M„ w W n I w LIJ 0 0 I N— 5 �100�8 `S 10� ��, o: � a Q , LL�00 NQ I� ur �_I m I .. (W)(d),00'01� l o °' Nv0 0Y o I I °o 0 —•—— LU Z Z `^ ' L L,-V0.06 a � N s (` O M C _----_ (NI),LZ' 8 Z D ,Ol'L9 Paz I U � rn M q�c LU U' � W � ry 2 C�rLL�'O� d OD /� i I JLf)M i N U W U f� Q a Q � n /�/�� ram' W LIJ Cfl L •M 0 N CO U� ,S6 0£ O Z —' O 0 w O Y Q I I �/ / z 2 O W d LL J m^ o ~LJIn o HW � O� 0 Ci Q. I AS'L� - 0 p r Q �= o m (/7 O 7 Cfl �' C9 O .0 L'0 l w W Z --U o z U Ln Q W N x W y N ~ Z = I N rc a z LL W O w c- Y O d U i� .0 S c� tY Z O 0- -J w o w d ~ woo K a o = Lfi 0 00 W LLI J r i�+2z9 _ Q O r (n r� QU 00 F- U a F I ono LL IL N< 0 - U —J ryl O f0 .CJ�•9�i I—O O-Z-O oo O ■ a= 0 LLJ _� L CJ• Z. z r > rI LJ Li LO (NOXZ' TF- .'�J /Q� I a�w 'u ■ N Q W W w U LL `n W(d),00'0-v l �!J 81.'9d—Z1v'8'd „S3JOHS 1S3M„ o 0 1 i f c000 N �o2 5�� 9 A00-18 L im CO z 1 0 e-'. 0, tA N W m � �\ ip I p �W= 0y x Fence Gooa �' o . I a P O w ww the vertical and horizon._ �/'f/��w. O w members of a fence shall face LL o ° < w z �� <__ L_. - G of the plot on which the fence is ` o g c a N and the finished side shall face the aal. �L3 0 o� a � a a U lot or any abutting right of way. a� a a o = 0 3 c w a W C r �F o 0 C. (Y) N w a U) W (0 a a _ x w > > d a o r a o m 00 0 z CO M N N N IL C U 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES AND ALL OTHER EXISTING CONDITICNS PRIOR TO COMMENCING ANY WORK. CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS. ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL. PLEASE NOTIFY ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY. - 2. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAUJTAIN PLUMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION, 3. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR LOCATION AND DETAILS. 4. ALL CONCRETE FOR FOUNDATIONS k SLABS ON GRADE SHALL REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS AND ALL COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL REACH 3Da0 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS UNLESS OTHEAWSE NOTED. 5. CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED GRADE h FINISHED FLOOR ELEVATIONS WITH RESPECT TO DADE COUNTY FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL FLOOD CRITERIA OR ANY OTHER GOVERNING BODY. 6. OWNER AND CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING, BY CERTIFIED MAIL UPON COMMENCEMENT OF PROJECT. 7. THE OWNER SHALL BE SOLELY RESPONSIBLE FOR INVESTIGATION IN REFERENCE TO WHETHER STRUCTURE CAN BE BUILT ON SITE. PAYMENT OF THESE DRAWNGS CONSTITUTES ACCEPTANCE k AGREEMENT WITH THE FOLLOWING STATEMENT: NO PARTY SHALL INITIATE DELAY CLAIMS AGAINST CARL G. FORBES LIABILITIES SHALL BE LIMITED TO FEES PAID TO THE DESIGN PROFESSIONAL. New Aluminum Fence Plan SCALE: i 4 = i -0 2.5'X 2.5'x3/16" Go,, Metal. Posts IN 12'dfa. X24"O. Welded 1"X 2"Metal -Forizontal cross barsW/ 6"mox. o.c. Spacing (typ.) Welded ® so. end Typical Fence Elevation (Sides) SC. 1/4 = , -0 ' Crossbar tubing. of Top do Bottom. Welded 1'X 2"Metal Horizontal cross barsW/ 6"max. o.c. Spacing (typ.) Welded 0 ea. end (Typical) n [�j i 17A U G 3 0 Vgt4Rrrrro, a�cL� c. s w No - �: OR ,.••a° �. .Cali O...0 22 �ftlltgY1111 WAL Codes & standards Wind loads as per Florida Building Code, 2020 7TH Edition and ANSI/ASCE 7-16 Wind Speed=175 MPH (3 Second Gust) Structure Type= II Exposure = C ---- -- -- --, ••- ..,.",.�„ I ww •c�u Tremont. for minrorced concrete (ACI 318-14 Edition). ASD/13TH Edition. Building Code Requirements and Specl6cotions for Masonry structures (ACI 530-13/ACI 318-14/TMS 402-06). Building Code Requirements and National Design Specifications for Wood Construction (NDS-2017) SEC1QN AND 0 TAILS All details, sections and notes shown on the drow4lgs are Intended to be typical and shall �a�pppl�y�ttoTl3 milar situations elsewhere unless otherwise noted, attae�in of footing. to bear on so0 capable of safely supporting 2,000 pef. Concrete sholl bready SI far foundolin andslab ngrade, and 3000 PSI ornstr structural slaps 3000 PSI h of 2500 P lfor beams, columns at 28 days. All concrete work shall comply with the requirements of the ACI Building Code (AO 318-14 Edition), the ACI Detailing Manual (ACI 530-13/Late3t Edition), and the specifications for structural concrete for buildings (ACI 301/Lalesl Edition). Concrete cover for reinforcing steal sholl be as required by the latest ACI specificotlons. Welded wire fabric shall Comply with ASTM A-185, unless otherwise speclfled. Place fabric 2' dear from top of the slab in slob ongrade Lop all W'AF o minimum of 6 Inches unless otherwise noted. All reinforcing steel shall be manufactured from high strength billet steel conforming to ASTM Designation A-615 Grade 60. Lap oll bars minimum 48 diameters Unless otherwise noted an drawings. All hooks shown in reinforcement shall be ACI recommended hooks unless otherwise noted. APPROVED 4VL�_DAT_-.-.-7 Partial Elevation Typ, Bar s acing SCALE: 1/2' = 1 -0" SCALE: 3/4" = 1•-0" .1 Qy N f11 47) b w DR •,aN DY R pp(a,DO Il��lly:•.il I'l-ds 33024 PI lrlNE. 7iN- 234-3541 L%RAIL u,I-losdesign0l ".n�Lcom 04 -2T- 71 SCALES ly* • i-T OWNER ADDRESS se KK7MM IA11.R.>e D Fence Good Side C' The ,, 'rtical and horizontal suf members of a fenc shall face tha int, of the plot on which the fenc-_ i,. oncgr, and the finished side sl Tali face the adjoin, QENER& Mo lot or any jib; it - ,, • y i"ig, I or y4;?y• 1 • ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2020. 2. T IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WiTH APPLICABLE CODES AND BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL E,1 IMMEVIATELY AUTHOPoTIES HAVING JURISDICTION. ANY DISCREPANCIES 3. T SHALL BE THE CONTRACTORS RESPQNgiBi(Ry TO MET WITH ALL APPLICABLE BROUGHT TO THE AMMON OF THE ENGINEER. TO THE BEGINNING OF CONSTRUCTION. ALL D(CAVATIONS SHALL UTILITY COMPANIES TO VERIFY ALL UNDER- a UTILITIES ARE DAMAGED, AMAGm T PROCEED WITH IXTRME CAUTION AT ALL TIMES. IN THE EVENT THAT D E)(IR 1E5 PRIOR b SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR EVENT THAT IXISTiNG 4. THIS WORK REQUIRES ,A BUILDING PERMIT. 5• DO NOT BEGIN WORKING UNTiL A BUILDING PERMT IS OBTAIN CONTRACTOR iS TO FURNISH ALL LABOR, MATERIALS SERVICES AND EQUIPMENT NE I SPECIFIED HERON. NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7. ENGINEER'S VISITS TO THE STET, AS PER G.0 OR OWNER'S REQUEST DURING CO i INSPECTION. CONSTRUCTION %iA L BE SCHEDULED I l 8• THE CONTRACTOR SHALLREQUIRED WITHIN 24 HOURS PRIOR TO DURING THE PROGRESS 10 PROTECT ADJACENT PROPERTIES. CURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS N a� 9• THE CONTRACTOR SHALL NOT PROCEED WiTH ANY NEEDED FOR AND - i 0. THE CONTRACTOIR IS ADDITIONAL SFRMCES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. SOLELY RESPONSIBLE FOR MEANS AND METHODS CONS1Rlh"'T10N, AND FOR THE SEQUENCE, AND 11. CON Rig( TOR SHAH BE RES PRIOR TO STARTING WORK. PONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDTIONS, AND SM L R PROCEDURES TO BE USED. i 2. CON REPORT D1S(1REPANgES TO THE ENGINEER fRA%TOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE ICg SITE (w THE APPUCAB("G CODE,, OR REGUTATICNS ND E BE G CONET TO THE A ANY DISCREPANCIES BETWEEN W%1 K BEGINS IN ORDER TO ATTENTION OF THE ARCHITECT OR Pam' SECTIONS AND DETAILS CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY ENGINEER DURING BIDDING OR BORE 13. CQY�'r TOR SHALL BE RESPONSIBLE FOR RESETTING Rl MODIFlCATiONS, CHANGES AND OR INSTR r a r . Ef11NG ALL )!STUBBED EXISTING CONDITIONS AND PROPER DC / LOONS. `BATE �H THE 317 AFTER COMPLETION OF WORK. 14. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPUFD BY I POSAL ANY DCfRA MATERIALS & &ZRORS OR MISVT�4FE;AIO.NS OF THE SYSTM DESIGNED BY LS THE CLEAT. EASTERN ENGIN�NG GROUP WILL TIME EMPLOYED IN THE C *AGE OF THE �� CN CLIENT CONFIRMED NOT BE R(SPONSIBLE FOR DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL ADDITIONAL DRAFTING i 5. DO NOT SL85TTi11 F i4ATERW i, EQJIPMPVTS OR METHODS OF Wh111W i3Y 1NNE l[XNER. CCNSiRUCiTOf4 UNLESS SUCH SUBSITUTTONS OR CHANGES NAVE BEr3V I� - APPROVED IN • 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE • BUILDING CODE ANC A SC SPECIFICATIONS MAX, Ft7VCE 0 -: c fiO4S TO BE7*jLMVAT iA.ARCUt• ''_`UE.N.O.All P,C7�;- TO BE CCNNETOPB rTFILLET w D WiTH 1/2' `iN W1D LE A; (fYF.). GATE FRAME ZX2Xl6GA GLADE (BEAN)). l'xl'xl6 G4® 5' O.C. GALVANIZED Sff?:L Tiff PICA SPACED TO REJECT A 4' 9RAI 'TFZU�"F ,. I� GATE FRAME 2X2X16 GA ` f� I I I I i� i• i � 'OVPp I�®��tn umn CAT To WrIOM E�SAI..rXWE CIE TR/L7( CCNWC1ED TO EAST. OR NEW CONCRETE PATH W/ 1/4 X3" S.S. rAPCONS 0 12' O.C. AFM FU .V unmr _ 1.5x25x16GA GATE SCALE: N.T.S. rFPAE _ T 2X2X16G4 - GATE XP ROUFR - - 25 SuPPORT GATE i I GLADE Sr FRAME POST t 2X1X1OG\ FENCEft WIND LOAD AS PER LOAD AS EENI 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: I TYPE ASCE 7-16 KD=0.85 WiND AS PER ASCE 7 K ASTM STEEL SHEETS GRADE Fy - - " �- -- `--�-�--�--�-- MIAMI-DADS CATEGORY 2 ----- 115 mph STRUCTURAL TUBING q 6 -- 36 KSI 500 B GATE AND FENCE CONE 1 DIAM. BY 3' 0" DEEP, \ ` 1'x1'x16 G4 ®5' O.C. AS r'ER FBC 2020 SE SECTION 161 46 KSI TO BE ATPOSTS LEAST 12' L INTO GALVANIZED Snn _ Tl1eE 6.1.1 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. CCNC MAXIMUM SIXJDITY PERCENT 209• 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH QALCfI' DNS; HEAVY BOD ECONCRETE IDHBITUMINOUSJISPAINTLOROATINGS, SUCH WATHER-WH TES I I r, MOTHACRYLATE LACQUER. ,: IN ACCORDANCE WITH FBC 2020 AND ASCE 7-16• WIND SPEED FROM FBC 2029• CHAPTER '6, SECTION 161-1 V=115 61PH WIND LOAD CALCULATION: General Data V (mph): 115.00 I Gate SPaO n ft : 15 DL(psf). 5 Exposure: D Gust Factor. Gate height(ft): 6 Frame Design Cf. 0.85 FY (psI) 46000 Steel galvanized A-500 1.80 A-SDO Fb (Psi) s 27545 _ Section Kd: h (it):: 0.85 Fv (psi) 1 Mwind 2x2x11Ga I MOIL 6.OG Fy (Psi) _'6000 11020 I - 2531 Solidity Ratio: A-36 Fb (psi) 21600 Posts De ign (Psi): 0,20 Fv (psi) 14'w _ Steal galvanized A---.Dopz 5.4 Section Mwind Zx (in"3) 2.5X2.5x16GA 881E o.s FOUNDATION DESi^vN!NONCONSTRgiNED F3C 2020 tA07.327) P 244.89 Lateral soil bearing A 1.43 Footing Diameter (ft) - d Emb. Depth 3.00 For poles 1806.3.4 Zx (in^3) Sy 0•14 1 34.55 25119.2 ib (PSI) I Po (p,I)ffb 14693.E OK 100 2 2 GATE FRAME �== (2x2x16 GA) TOP AND BOTTOM I ).07 Sx=0.36 Ni S=0.069 in'3 GATE Sx=0.44 Mmax=5.4**6*6*12/8 BOTTOM Sy=34.55 =122 #-in FRAME. _ fb=Mmax/S 2" -* �"" fb=1 760 psi < Fb i'b=27 545 psi PICKEL: (ixlx16 GA) -0.48 IN' -� -U.50 INs T1ax=5.40*('�+"!-?)*6*6/2 iI =13 518 i#-in ASD=Mn/fl , =FY*Z , 0 = i .67 ASD=16 520 #-in Tex < M ASD HUSKS (16 GA) =0.48 IN3 =0.60 IM max=5.40*(T+5)*6*6/ 2 =13 518 #-in ASD=Mn/0 , I=FY*Z , 0 =1.67 A'.D=16 520 #-in nax < M Aso F'ICKEIS. , _ GATE AND FENCE CONC. FOOTING 2' DIAM. BY 3'-0. DEEP, POSTS TO BE AT LEAST 12' EMBEDDED INTO CONC. . -w • • • SCALE: N.T.S. G;TE WHEELS CONNECTED TO BOTTOM FRAME AND ALUMINUM GATE TRACK CONNECTED TO EXIST. OR NEW CCNCREiE PATH W/ 1/4 X3" S.S. TAPCONS ® 12" O.C. 1I C THKx4' TATE SJPPORT. AM TRACK Dfd'AIL, -- '_Q SCALE. I 1- EVIE �' i 2 3 2023 DA sea E cl 0% S At Engineering Group, D. vV7 I r e u I REMOTE ACCESS -FENCE 2023 _ - MIA4,1, FL Remote Access Sales Inc 1+ISC. ;HOP OWGS ONLY AP !CA5LE OR rt E r_LL!,J'yR_gDOrtES_S MAR1O MORALES CLAUDIA PP,OENSA M•L.P. ------ ---- " G IZA'._U PAZ "SERVED• CCPiFdGhT nE Lr n r --�-- RDP C _3$ R :VCiIE YIVo J SIGNS . � NEB 'H` LIa0R17 CP ? DUC I OR JSc A : : V .Nc: - NC w° S U ?cc' IC .All.! D 1GSEA,F 9Y �-- "V c Cv'f S 0 9 JUCUI:r lT .L•� .,TIT C0'rn ;E?E, CbO !10 /� PAZ,E4 13/03/Xp3 SCVAL;RE k4l ST cE /E IHry ;rV AHY 3 CI, E tv ,.N HF 3 Z_3 3/13/2023 ' �9 GONZALO A. PAZ, PE. (Lic N 60 0734 - CERTIFICATE OF AUTHORIZATION No. 2GG55 DOUBLE SWING GATE ALTERNArrVE POSTS (16 GA) STAMP: C F11 Fence Good ^ide n,,t, The vertical and memhe;rs of a fence s, Iafi face the into, Of the Plot on which the feni.,e is iocate. and 'he finished side shall face the a io;f, GENUML NOTES, 10t or :any abutting right of Tway. 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2020. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WfTH 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 BENT 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 VISFTS 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 SFINl NOT PROCEED WITH ANY ADDITIONAL SO LACES OR WORK WfTT10UT 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 SHAM. 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 DURNG 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 SIZE AFTER COMPLETION OF WORN(. 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. DESING LOADS: FENCE WIND LOAD AS PER ASCE 7-16 KD=0.85 WIND VELOCITY AS PER ASCE 7-16 MIAMI-DARE CATEGORY 2 ----- 115 mph AS PER FBC 2020 SECTION 1616.2.1 CALACLUATIONS: 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC SPECIFICATIONS FOURTEENTH 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. ALL EXPOSED FERROUS METAL PANELS, RAILS AND POSTS TO BE OF FACTORY HOT DIP GALVANIZED AND FACTORY PAINTED WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER IN ACCORDANCE WITH FBC 2020 AND ASCE 7-16 WIND LOAD CALCULATION: General Data Post Design Top and Bottom Design Category: I L (ft): 4 2 1/2x2 1/206 gage steel galvanized 12xlxO.071 st galvanized Exposure: C Hpost (ft) 6 A-500 A-500 V (mph): 115.00 A-500 Fy (psi) 46000 Mmax. (lb -in) 13997 Mmax. (lb -in) 1166 I: 1.00 Fb (psi) 27600 Zx (in-3) 0.75 Sx (in^3) 0.086 Kd: 0.85 Fv (Psi) 18400 fb (psi) Mmax/Sx fb (psi) Mmax/Sx h (ft): 6 A-36 Fy (Psi) 36000 fb (Psi) 18662 fb (psi) 13562.8 Pd (psf): 16.2 Fb (Psi) 21600 fb (Psi)<Fb OK fb (psi)<Fb OK Fv (Psi) 14400 RAIL TO POSTS CONNECTION DESIGN FOUNDATION DESIGN (NONCONSTRAINED FBC 2020-1807.3.2.1) Actual Pullout 194.4 Using 10-16 Hilti Kwik Flex Screw P 388.80 Lateral soil bearing 200 Allowable Pullout 200 A 1.44 Footing ft 9 Diameter ( ) 1.583 OK I d 3.00 For poles 1806.3.4 2 NEXT POST FENCE TO BE AT NO MORE THAN 4' 2"x2"x 11 GA. GALVANIZED STEEL FRAME: 1 "x 1 "x 16 GA. 0 5" O.C. GALVANIZED STEEL TUBE PICKETS SPACED TO REJECT A 4" SPHERE 00 2j"x2}" x 16 GA. GALVANIZED STEEL POST SPACED 6'-0" o.0 MAX, (TYP.) HINGES TO I, LBSIST 180 J ICI L 3'-0" / 4'-0" MAX. LOCK HARDWARE NEXT POST FENCE TO BE AT NO MORE THAN 4' BY JUN 2 2023 '�1�A1_ REVIE I i DA-f' ;n w m 0 --- E s t 1129, r _.' 00�& Engineering Group _401 N',N 821d Avenue Smte VC Dora:. FL 33122 Phono (305) 599-81 33 uitr,; easternr,g.com w•Ww.easterneg.cr,m - REMOTE ACCESS -FENCE 2023 PICKETS TO BE C j j I A I CONNECTED TO TOP a-----�J- AND BOTTOM RAILS - - ALL GATE FRAMES TO WITH (4 PER PICKET, BE CONNECTED BY ALL 2 TOP & 2 BOTTOM) AROUND FILLET WELD. 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL. SCALE: N.T.S. 3 Y.SI CONC. FOOTING 012"x4'-O" DEEP OR 019"x3'-O" DEEP OR 024"x2'-6" DEEP (TIP) a:-.: 23 0261 -=s ,,,- 01 - _ ._,, U,"I: MIAMI, FL - APPLICABLE EXCLUSIVE _' Remote Access Sales Inc zoom w MISC. SHOP DWGS/ ONLY APPLICABLE FOR THE FOLL ONLY FOR SEDIMENTARY AND FOLIATED ROCK SOILS 012'x2'-9" DEEP(*) - - , 3'-0"/4'-0" MAX. _ ' TEESGAVANIZED Si 2-1/2"x2-1/2"x16 GArjami --_2"x2"x11 GA. GALVANIZED 0.06 7M cAm r1m. ♦wSTEELFRAME - SCALE: N.T.S. S=0.49 in'3 Mmax=16.2*4*6*6/2 =13 997 #-in fb=Mmax/S fb=28 565 psi < Fb Fb=30 360 psi 2y' POSTS (16 GA) c FRAME (11 GA) (*) SOIL SHALL BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLORIDA LICENSED ENGINEER SHALL VISUALLY INSPECT ANDj PROVIDE A CERTIFIED LETTER ATTESTING SO. SY=0.44 in'3 0. 6 S=0.069 in'3 Mmax=5.4*6*4*4/8 Mmax=16.2*4/12*6*6/8 =777.6 #-in =291 #-in fb=Mmax S / fb=Mmax S fb=1767.27 psi < Fb fb=4 226 psi < Fb Fb=27500 psi Fb=30 360 psi PICKETS (16 GA) P' I: MARIO MORALES M.L.P. CLAUDIA PROENZA 33":GOB _0 A. PAZ r COPfRIGHf RESERVED: THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF EASTERN ENGINEERING GROUP. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY EASTERN ENGINEERING GROUP iS PROHIBITED. 7h,E ITEM HAS BEEN OGITALY SIGNED AND SEALED BY GOIQAEO A PAZ,PE. ON 13/03/M PRINTED WKS .OF 'HIS DCCUTAENT ARE :NOT CONSIDERED SIGNED AND SEALED AND THE SiGNAIJRE MTT BE VERIFIED ON AN ELECTRONIC COPIES. 3/13/2023 GONZALO A. PAZ, PE. (Lic No-60734) CERTIFICATE OF AUTHORIZATION No. 26655 SINGLE SWING GATE vZ7 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2020. F rv;e Good Side Gut. "rha vertical and horizontal sup; ,ji'ari, mernbers of a fence shall face the inter. of the plot on which the fence is locates and the finished side shall face the adjoinim lot or any abutting right of way. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPUCABLE 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 EMM 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 HERON. 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 WV 11 OUT PRIOR NOTIFICATION TO THE OWNER. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCE 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. 13. 10 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. 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. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WALL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADOf00NAL 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 SUEiSTRMONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER DLSING LOAM: FENCE WIND LOAD AS PER ASCE 7-16 KD=0.85 WAND VELOCITY AS PER ASCE 7-16 MIAMI-DARE CATEGORY 2 ----- 115 mph AS PER FBC 2020 SECTION 1616.21 C TIONS• IN ACCORDANCE WITH FBC 2020 AND ASCE 7-16 WIND LOAD CALCULATION: General Data Post Oesign Top and Bottom Design Category: I L (ft): 4 2 1/2x2 1/2x16 gage steel galvanized 2xlxO.071 st galvanized Exposure: C Hpost (ft) 6 A-500 A-500 V (mph): 115.00 A-500 Fy (psi) 46000 Mmax. (lb -in) 13997 Mmax. (lb -in) 1166 I: 1.00 Fb (psi) P7600 Zx (in-3) 0.75 Sx (in^3) 0.086 Kd: 0.85 Fv (psi) 18400 fb (psi) Mmax/Sx fb (psi) Mmax/SSE h (ft): 6 A-36 Fy (psi) 36000 fb (psi) 18662 fb (psi) 13562.8 Pd (psf): 16.2 Fb (Psi) 21600 fb (Psi)<Fb OK fb (psi)<Fb OK Fv (psi) 14400 RAIL TO POSTS CONNECTION DESIGN FOUNDATION DESIGN (NONCONSTRAINED FBC 2020-1807.3.2.1) Actual Pullout 194.4 Using 10-16 Hilti Kwik Flex Screw P 388.80 Lateral soil bearing 200 Allowable Pullout 200 A 1.44 Footing Diameter (ft) 1.583 OK d 3.00 For poles 1806.3.4 2 S=0.49 in'3 Mmax=16.2*4*6*6/2 =13 997 #-in fb=Mmax/S ?� fb=28 565 psi < Fb ?j Fb=30 360 psi 2" - POSTS (16 CA). 1 i r. i'L'NCE rJ.!]L\ NUW. SCALE: 3/4"=l'-O" 0.06 �, S,0.48 IN' Z=0.60 IN' Mmax=16.2*4*6*6/2 =13 997 #-in M Aso=Mn/0 , Mn=Fy*Z , 0 =1.67 M Aso=16 530 #-in Mmax < M Aso �- 2,y2' ALTERNATIVE POSTS (16 CA). Im S=0.124 in'3 Mmox=16.2*6*.5*4*4/8 =1 166 #-in fb=Mmax/S fb=9 406 psi < Fb Fb=30 360 psi 0.06 I 2, PALS (16 (A). 2"xl "x16 GA JUN 2 3 2023 GALVANIZED STEEL TUBE RAIL TOP & BOT. MEMBER., 1"x1"x16.Ga I�RALREVI - - STEELNTUBE; O'V r D DAT L_ ...._._ PICKETS _ - - SPACED TO ` REJECT A 4" SPHERE. Eastern Engineering Group 3401 NAN 82od Avenue SUlte 37.0 Dorai, FL 33122 "x "X Phone: ;305) 599-8133 info;¢eastemeg.com rrv.easterneg )m 2 1 16 G GALVANIZED REMOTE ACCESS -FENCE 2023 STEEL TUBE RAIL TOP & �: 23 0261 =- t 01 _: 3/13/2023 BOT. MEMBER ,_',>: MIAMI. FL - 3000 PSI CONCRETE FOOTING 0 20%2'-9" DEEP (TYP.). 2j"x2j"x16 GA. GALVANIZED STEEL POST SPACED 6'-0" MAX. O.C. S=0.069 in'3 Mmax=16.2*4/12*6*6/8 =291 #-in fb=Mmax/S fb=4 226 psi < Fb Fb=30 360 psi PICKETS (16 CA). =`+ Remote Access Sales Inc zoom -i 'L . w ",I: MARIO MORALES 3'r` M.L.P. ­:CLAUDIA PROENZA Ic E .-:GONZALO A. PAZ COPYI3C#IT RESERVED: THE COPYRIGHTS TO AU DESIGNS AND CRAVINGS ARE THE PROPERTY OF EASTERN ENGINEERING GROUP. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN -HAT AUTHORIZED BY EASTERN ENGNEERING GROUP S PROHIBITED. -HIS ITEM HAS BEEN 3GTALLY SIaI.D AND SEATED BY GONZALO A. PAZ,PE. ON 13/031M" PRINTED CTS OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND l E ;NATURE MUST BE VERIFIED ON ANY=LECTRONIC COPIES. 3/13/2023 GONZALO A. PAZ, PE. (Lic No-60734) CERTIFICATE OF AUTHORIZATION No. 26655 FENCE X-1.2