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FW-03-22-647Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: FW-03-22-647 Permit Type: Fence/Wall Work Classification: Ornamental/Metal Permit Status: Approved Issue Date: 04/13/2022 F Expiration: 10/13/2022 Location Address Parcel Number .. ... _....._....._........._..........._._..._.._..___ _ ._....._. _...... ........ --....... ...... -- .......... .__._........_._.........._....... ........ ....._............._....._._._........ _...... .._...._....._.__._.._.. 172 NE 110TH ST, Miami Shores, FL 33161 1121360040460 Contacts FRANCISCO AGUIRRE Owner ROSAMARIA CHANG Owner 172 NE 110 ST, MIAMI SHORES VILLAGE, FL 33161 172 NE 110 ST, MIAMI SHORES, FL 33138 Other: 7862714832 Other: 3052994399 chang.rosamaria@gmail.com HOME OWNER Contractor HOME OWNER ---------- I Inspection Requests: Description: PROPOSE METAL FENCE AND 2 GATES Valuation: $ 3,000.00 305-762 4949 ([ Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $3.83 DCA Fee $2.55 Education Surcharge $0.60 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($60) $60.00 Technology Fee $6.38 Wire and Wood Fence Fee $205.00 Total: $374.16 Building Department Copy Payments Date Paid Amt Paid Total Fees $374.16 Cred itCard 04/13/2022 $324.16 Cash 03/14/2022 $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 AF IDFlVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating/con�tru�tion and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Oar / Applicant / Contractor / Agent Date April 13, 2022 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 �F^BC 20 Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 111,72 Folio/Parcel#: I I- 2 1 3 ( — 0041 "— 044 6 Is the Building Historically Designated: Yes NO _ Occupancy Type: Load: •� Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): � hone#: Address: 1 CJ� —T. � 32 f City: ` � State: 411 Zip: Tenant/Lessee Name: Phone#: Email: tAdi. . G4w1 CONTRACTOR: Company Name: L; WAN' f� ` aX Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ d �n �� ,�,�Square/Linear Footage of Work: �5 Type of Work: ❑ Addi ' ❑ Alteration L� ew ❑ •Repair/Replace ❑ Demolitio Description of Work: Pro {7�� N�C�i'� v�►' eFp'�C�- a � z a: �5 Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 3 Z l (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 WE WE 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 IMPROVEMEN` S TO YOUR PROPERTY. IF YOU KrEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OCR AN ATTORNEY BEFORE: REC(.MDING YOUR N0110E 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. 4-3� Signature Signature OWNER or AGENT The foregoing instrume as acknowledged before me this day of _ 20 �•by :S �l)kUo is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 , by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: as Seal: notary Public State of Florida Seal: R Ian Bosch' My Commission GG 246203 cio Expires 08/0712022 *********.*************************************************a*****r**�***** I_ � + / V) APPROVED BY Plans Examiner ` G Zoning 1)321A() 7 Structural Review Clerk (Revised02/24/2014) CS4 --P 0 l� I I� 2 PG,, k� 5 Building ih iarr,i .0 !-cores iNa c- J.(l:,l'i[l fi.E. )rict %\Nev ur- Mimill Shores, t-(c)riC1.1 ;i 1-3 TeL OWNER BUILDER DISCLOSURE STA-1 FNAFNT NAME. Francisco Aguirre DATE: 01/06/2022 DDRI S: 172 ne 110 Street, Miami Shores, FL 33161 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the Stave of <lorida; ; _ 4E9.K,3(7;. And i havice read and understood the foliowir!g disclosure stater: rent, which entitles me to work as my own contractcr; l furth_ r understand that I as the owner must appear in persor. to compiete all applications. State Law recuires construction to be done by a licensed contractor, You have applied for a permit under an exception to the law The exemption aliows 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 improv^ a .er mnrcial building at a cost of $25,000.00 or less (The new fora; states 75,000)'flan= building must be fo, your own, ,isn aold .l..r:ui: .ns:y. it mal' o,- ! 1. tT-h , o<...r C,, lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will pre,,urne tha~ you built for sale or lease, which is a violation of this exemption. You may not Hire an unlicensed per'soo a: ;1 y a sure the he r.)le employed by ycu have lit;ersse:s required by state law and by county of rnurlk:ipai trcvrisir odina ,<n Any person .cork ng on your building who is not licensed must work under your supervision and must be employed by yor!, which means that vo!r !nus.t deduc-! F.LC.a air with -holdings tax and provide workers' compensation for that employee, all as prescribed by law, Your constr.uaion rn:;st ornpiy with ail applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. understand that state law requires construction to be done by a licensed conl rar-tor and have. apphod for an oou r,c -b in:, pe mill uilo ,.. oxemptio!i from the law. C he exemption specifies that I, as the owner of tite property listed, may ac( as •;,y u v o:;ti ctof •mill. certain restrictions even though I do not have a license. J 2. ' understand that building permits are not required to be signed by a property owner un cuss iW or she is resporsii5le for :.he con:c.n;ciion anti s not hiring a licensed contractor to assume responsibility. y initial ®` 3, understand that, is an owner builder, 1 am the responsible party of record on a permit. 1 understand that I may protect nryseif from pote!it!<,l `financial risk by hirin(� i licensed contractor and having the permit filed In his or her Warne instead of my own name, i a!so understand that the contractor is required by law to be. licensed in Florida and to list his of license numbers on perrmts and co�ntrracts Initial �^ 4. understand that I may build or improve a one family ortwo-family residence a:' a farm outbuilding. l may also. hudd ar improves ,a mmrnorcial .)uilding if the costs do not exceed $7S,000. -the building or residence must be for my use or occupancy, It may nol, oe nuilt or substantioli` improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or t a, wiu,iin a year after live construction is complete, the law will presume that I built or substantially improved it for sale or lease, winch violates tl e exen,ptnx . S. i understand that, as the owner -builder, i must provide direct, onsite supervision of the consu u(bul-,, Initrri 0" ✓c Y 6. 1 understand that I may not hire an unlicensed person to act as my come actor orr to ,.;F:e v se ,: r suns `n+o. I w o+, !;u. di:)! r ' E'r,cc is my responsibility to ensure that the persons whore I employ have the license rerilm!d by lww and by county o� mw:ic:rpul ordi:�ance. Initial, J 7. 1 understand that it is frequent practices of unlicensed persons to have the property owl-,elr r,i,, !r. an inipiies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be h-161 hable arcs bjerte i ... serious financial risk for any injuries sustained by an unlicensed person o; his or employees while working on my !, roperty i\fy ho+ .eorvnr ;''s insurance may not provide coverage for those injuries. I am willfully acting as an owner-huilder and am akvare of :ix I"nits of my :overage for injuries io workers on my property. % 8. ` understand that 1 ;nay not delegate the responsibility for supervising work to be a licensed contractor who Is noi: licenses to i;erform the .pork being done. Any person working on my building who Is not licensed must work under my direct supervision and must be, e.rriployed by r .e, which means that I must comply with laws requiring the withholding of federal income tax anti social ecurity ccait,iinrtions under ti=e Federal In_<-urance Contributions Act (FICA) and must provide workers compensation fcr the employee.: understand that my faihue to foiluw these may subject to serious financial risk. 9. agree that, as the party legally and financially responsible for this proposed Construction activity, I viii aisid, by all ��pr lxai:de �n nd equke neat that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning reguiatio„s_ s ntia! 10. 1 understand that I may obtain more information regarding my obligations as an employer from IF;e i b rn ,! r,c << t,e sc ted to<: Small Business Administration, and the Florida Department of Revenues. 1 also understand thz.o: i 'cont,11J Ole Pnl iu _�.nstructien Ir:d,,;try. Licensing Board at 850.487.1.395 or 11tt wvvav�myficrEdalicensE corrijdit�lprc/cilb(_n rri _�ry 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and underst,:nds that t r:::; ti: party lcgai'y and financially responsible for the proposed construction activity at the following address: 172 ne 110 Street, Miami Shores, FL 33161 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that i nave provided on . this 01closure. Initial_� _ Licensed contractors are regulated by laws designed to protect the public. if you contract with a person who does nut have a license, the Constr4UCtien Industry Licensing Board and Department of Business and Professional Regulation may be unable to a_<sist you with any f!nanc.i<il loss that you sustain as a result of contractor may be in civil court, it is also important for you to understand that, if an ur.licersed contractor w employee of as individual or firm is injured while working on your property, you may be held liable for damage>. 1Fyou ohl do an ow:nei-hwider permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properiy Lcensed and the st:ntus of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the pro n i y cwr c r iind ietufnedo :he per rnitting agency responsible for issuing the permit. A copy of theprop(A,owner's drhlur lit nn o !y: r o - i. ec' r,..r a c �:., ie pr, Nr. i:y owner, or other type of verification acceptable to the local permitting a n y is required when the 1 ^r it is rssuled Was acknowledged before me this n'"I _day of 20 C4 BY_ J f W)C who was personally known to me or who has Produced there license or _fit-t� _ as identific ition, OWNER NOTARY Notary Public State of Florida Ian Boschi My Commission GG 246203 Expires 08/07/2022 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER es Summary Report Property Information Folio: 11-2136-004-0460 172 NE 110 ST Property Address: Miami Shores, FL 33161-7046 FRANCISCO AGUIRRE Owner ROSAMARIA CHANG ............. ............ .............................................................................. _........................ ........ _.... m.m.......... _._.............................................................................................. _..._... 172 NE 110 ST Mailing Address MIAMI SHORES, FL 33161 USA PA Primary Zone - -....... ............... .................... .................. ....... 1000 SGL FAMILY - 2101-2300 SQ ........... ........ -...................... _.... --... _.........._.................... _.......... _........ _........ _...... _.._........ 0101 RESIDENTIAL -SINGLE Primary Land Use FAMILY: 1 UNIT Beds / Baths / Half 3/1/0 .._._..____..-___--_....... ......... _................................ Floors ...._..._-...._......_......_....._...._.._......__....._......_....................._--..._._........._.............. 1 Living Units 1 Actual Area 1,808 Sq.Ft Living Area 1,784 Sq.Ft Adjusted Area 1,671 Sq.Ft Lot Size 9,300 Sq.Ft Year Built 1940 Assessment Information Year 2021 2020 2019 Land Value $267,742 $232,690 $232,690 Building Value __._.._.__...__._.._ ........ ..._-..__.....-...__.__ XF Value Market Value $93,242 . ......................... $3,354 __......... $364,338 $94,019 _._...................... _.... I .......... _._._._ $3,392 $330,101 $93,242 _......_......._....... $2,232 $328,164 Assessed Value $325,519 $321,025 $313,808 Benefits Information Benefit Type 2021 2020 2019 Save Our Homes Assessment $38,819 $9,076 $14,356 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 _ ................ .... _........ __ _................... ._........................ Note: Not all benefits are applicable to all Taxable ............... _.._...__ Values .... __._........................ (i.e. County, School Board, City, Regional). Short Legal Description COLLEGE HEIGHTS PB 42-8 LOT 15 BLK 2 LOT SIZE 75.000 X 124 OR 12015-879 1283 1 Generated On : 2/14/2022 Taxable Value Information 2021 2020 2019 ......................_................................__...................................._.._..................__...._.._.._______- _---.......... . ..__......_.. County Exemption Value $50,000 $50,000 $50,000 Taxable Value $275,519 $271,025 $263,808 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $300,519 $296,025 $288,808 _......... .......... _................... .._......._...._.._................._._...._....... _.............. ....................... .... City Exemption Value $50,000 $50,000 $50,000 Taxable Value $275,519 $271,025 $263,808 Regional _ .............. ............................ ...............................................__............ ............ ....... ............... _......_..........._...__._..._..__ Exemption Value $50,000 $.50,000 $50,000 Taxable Value $275,519 $271,025 $263,808 Sales Information Previous Sale Price OR Book -Page Qualification Description 01/07/2015 12/01/1983 $325,000 $78,000 29465-1778 12015-0879 Qual by exam of deed Sales which are qualified 05/01/1976 ............................. _..... __... _.._......... 09/01/1973 $45,500 ___................. _... _._..... _ $40,000 00000-00000 ................. ....... _........... __ 00000-00000 Sales which are qualified Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. 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://www.miamidade.gov/info/disclaimer.asp Version https://www.miamidade.gov/Apps/PA/propertysearch/ 2/14/2022 III iR_ �P11�II 4 f j I r r5F, y i 58 nj NE 2nd Aire - N I•-oiapll Ave NW -Id Ale 6 J•J�7 2nd Ave - - - - - _ _ I y • • ••• • • • ff! _ u_.. j wO� _ L(\v ui FP PAflP r er•PPP rPFeA A cPjA0 PP•fP:1t .F >LL noCD n ui y o wpai v,:.� r•eFF ..oP'PFfP fA r": Ore frfPrf f-1•r- 'r.!fC(.- fo OL I ifffc� }ffC[ DS•. m,-.c_� ,� `eY '�� 9: a..,.�5'i.iA. 'aS�m ...._.. ....__ to "c a— j _ ny�r m a w , -n �� I-AJ > 91101 ff op, �n a LAJ co 7 4� r r Or.. p .01.6 Lam] �; I ! � 96• S8'S u ti _ J ��ryyy 4tl"03 y a. $'®B C� 6 Qga �)- q f7, . oj �o FM U 0 z 0 UJ W 0 C9 C'') M u—j W L- C/) W O 0 f W U). � a w w �r N U) Q UC? O M NO MMCD Co O Co C�OLLMOO U) M JLOW—zvQc) O U a LL m w �,zt��n Y=emu' < W, o , - 0 j00Z Y = O co � F- arl lY zz ow 7021 nC~j0Cl n�IJi OU =oLLo> CKwl-zil, w, Wr 0 2LL, Q �Oa uOZU J 1 C/3 C Z J af W U 0 U) _ } en Ux 3WW:3 owt--to rr � 0o w U) W Uw z ow ~ J J Q W" 0 P W -I ¢w 2, LL z in in UJ h ¢Q cn o Z ® 12: QO Few FeH W a ^V^ J,, W cu 1 M O M 0 z 0 cu 0- >) N LO L V� Q N 73 U) QUALITY METAL k PANELS C&NMAL NMI& 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2020. 2 R IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETI EEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MST WITH ALL APPLICABLE UTILITY COWANIES TO VITRIFY ALL UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONISM 1C ION. ALL EXCAVATIONS SFW1 PROCEED WITH EXTRBIE CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UnLMES ARE LWMAGED, 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 RMSH ALL LABDR, MATERIALS, SERVICES AND EQUPmm NECESSARY TO COMPLETE ALL MW SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7. ENGINEERS VISITS TO THE SITE, AS PER G.0 OR UWNWS REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. & THE CONTRACTOR SHALL WKE REQUIRED ARRMdGEIfNTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING 11-E PROGRESS TO PROTECT AMA" PROPERTIES 9. THE CONTRACTOR SHALL NOT PROCEED WTH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE MER. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEWENCFS AND PROCMURES TO BE USED. 11. CONTRACTOR SHWL BE RESPONSIBLE FOR FAMLARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT MET' DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK 12 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE ANY DISCREPANCIES BENIN PLANS, SECTIONS AND DETALS 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 REQUIREAEMS 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 IIATERIA S & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14. DRAWINGS AND DIMENSIONS ARE EASED UPON DRAWINGS SUPPLIED BY THE CLIENT EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MSINTEIERETATIONS OF THE SYSTEM DESIGNED BY US EASED ON CLIENT CONFINED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING, AND SEALING OF DRAWINGS WILL RESLJLT IN ADDITK)NAL COST. 15. DO NOT SUBSTTI E MATERIALS, EQUIPMENTS OR WNDS OF CONSTRUCTION UNLESS SUCH S1185TTTITONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OTTER. DESI NG LOADS FENCE WIND LOAD AS PER ASCE 7-16 KD=0.85 WIND VELOCITY AS PER ASCE 7-16 MIAMI-DADE CATEGORY 2 ----- 115 mph AS PER FBC 2020 SECTION 1616.21 CALCULATIONS In accordance with FBC 2020 and ASCE 7-16 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WTTH THE BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION. 2 STRUCTURAL STEEL SHALL MEET THE FOLLOMNG REQUIREMENTS: TYPE ASTM GRADE Fy S'EEL SHEETS A36 --- 36 KSI STRUCTURAL TUBING A500 B 460 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. 4. ALL EXPOSED FERROUS METAL PANELS, RAILS AND POSTS TO BE OF FACTORY HOT TIP GALVANIZED AND FACTORY PAINTED WITH k.KAU-RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE M01WRYLATE LACQUER M Wind load Calculation: General Data: Post Design Top and Bottom Desiqn Category: I L (ft): 4 2 1/2x2 1/2x16 gage steel galvanized 2x1xO.071 st galvanized Exposure: C Hpost (ft) 6 A-500 A-500 V (mph): 115.00 Fy (psi) 46000 Mmax. (lb -in) 13997 Mmax. (lb -in) 1166 I: 1.00 A-500 Fb (psi) 27600 Zx (in^3) 0.75 Sx (inA3) 0.086 Kd: 0.85 _ Fv(psi) 18400 fb (psi) Mmax/Sx fb (psi) Mmax/Sx In (ft): 6 Fy (psi) 36000 fb (psi) 18662 fb (psi) 13562.8 Pd (psf): 16.2 A-36 Fb (psi) 21600 fb (psi)<Fb OK fb (psi)<Fb OK Fv (psi) 144GO Rail to Posts Connection Design Foundation Design (nonconstrained FBC 2020-1807.3.2.1) Actual Pullout 194.4 P 388.80 Lateral soil bearing 200 Allowable Pulk 200 Using 10-16 Hilti Kwik A 1.44 Footing Diameter (ft) 1.583 OK Flex Screw d 3.00 For poles 1806.3.4 2 4'-0" MAX. T". FfvcE rUrr vow • _ STRUCT �-�- ViEVV SCALE: 3/4"=l'-O" 7 " - - - - - 4'-0" MAX. A D__W B DEMAM SCALE 1 1/2•-1'-0' II 2x1x16 GA I I GALVANIZED l I I I I I I I STEEL TUBE RAIL TOP MEMBER • _ j, t-I 24 GA (MIN.) GALVANIZED METAL SHEET Eastern II II II II II II II II II II II I I I I �� II II II II II II II li �� II 2.5x2.5xl6 GA. Engineering Group IIII I I I I I GALVANIZED STEEL POST oSPACED @ in 4'-0" MAX. 3401 NW 82nd Avenue Suite 370 Dora], FL 33122 Phone: (305) 599-8133 into@easterneg.com v^vw.easterneg.com PROJECT NAME: IIII �� II II II II �� II �� III II D.C. QUALITY METALS PANELS 2022 I� I I II I I I 2x1x16 GA GALVANIZED JOB No: 20-0056 VERSION: 05 DATE: 1/17/22 LOCATION:MULTIPLE LOCATIONS - �- - - STEEL TUBE RAIL BOT. MEMBER CLIENT: QUALITY METAL PANELS I I PM: MARIO MORALES DRAWN BY: M.L.P I II I I I I 3000 PSI CONCRETE FOOTING 012"x4'-0" DESIGNED BY: CHECKED BY: G.P. NP, DESCRIPTION DATE APPY DEEP OR 019'x3'-0" DEEP OR 024"x2'4" / FENCE CONNECTIONS: \ j I I - RAIL TO POSTS TO BE CONNECTED WITH (2) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL. ACCESS HOLE AT I I RAILS TO BE PROVIDED FOR CONNECTION, OR BE d" WELD 1" WELD LENGTH IN 2 OPOSITE SIDES MINIMUM. I I DEEP (11TP) APPUCABLE EXCLUSNE ONLY FOR SEDIMENTARY AND FOLIATED ROCK SOILS * 012"x2'-9" DEEP ( ) (*) SOIL SHALL BE VERIFIED TO COPYRIGHT RESERVED: THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF EASTERN ENGINEERING GROUP. REPRODUCTION OR USE FOR ANY PURPOS' OTHER THAN THAT AUTHORIZED BY EASTERN ENGINEERING GROUP IS PROHIBITED. - PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH BE CONSISTENT WITH THE (4 PER PICKET, 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW MENTIONED CHARACTERISTICS. A by HILTI OR APPROVED EQUAL, OR BY 1/4" PUDDLE WELDS. I I I I LJ U FLORIDA LICENSED ENGINEER SHALL VISUALLY INSPECT AND PROVIDE A CERnnm LETTER ATTESTING S0. S=0.47 IN' Z=0.58 IN' Mmax=16.2*4*6*6/2 =13 997 #-in M ASD=Mn/0 , Mn=Fy*Z , Q =1.67 M ASD=16 000 #-in Mmax < M ASD POSTS (16 GA) l i r. t fNCE El". ♦ lJW SCALE: 3/4"=l'-O" S = 0.0863 0.04 S=0.124 IN' *)nax=16.2*6*.5*4*4/8 Mmax=16.2*6*.5*4*4/8 0.06 =1 166 #-in =1 166 #-in M ASD=Mn/fl , M ASD=Mn/O , Mn=Fy*S , 0 =1.67 2" Mn=Fy*S , f) =1.67 S=0.48 IM M ASD=2 170 #-in M AsD=2 673 #-in Z=0.60 IN' Mmax=16.2*4*6*6/2 Mmax < M ASD, ALTERNATIVE RAILS (19 GA) Mmax < M ASD =13 997 #-in Z=0.0065 IN' 0.06 M A:3D=Mn/0 , Mmax=16.2*(6.125/12)*3.33*3.33*0.125*12 Mn -Fy*Z , Q =1.67 =135 #-in M ASD=16 530 #-in Mmax < M ASD M ASD=Mn/f) , Mn=Fy*Z , R =1.67 2" M ASD=140 #-in o CS (16 GA) Mmax < M ASD 2XA" ALTERNATIVE 6,%" POSTS (16 GA) PICKETS (30 GA) MINIMUM r 1/17/2 22 1 GONJALO A. PAZ, PE. (Lic No-60734) CERTIFICATE OF AUTHORIZATION No. 26655 SHEET NAME FENCE SD-1 QUALITY METAL PANELS GENERAL Nam 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2020. 2 iT IS THE INTENT OF THESE DRAWINGS TO BE IN ACC09ANCE WiTH APPLICABLE CODES AND AXHORfTIES HAVING JURISDICTION. ANY DISCREPANCIES BEiWWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY D OlW 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 SWyL PROCEED M afflRE E CVJTION AT ALL TIES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SWILL BE THE RESPONSIBILTY 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 S TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COIJUM ALL WORK SHOWN ON THE DRAIWNCS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOvFRN. 7. ENGINEER'S VISITS TO THE SiTE, AS PER G.0 OR OWNER'S REQUESi DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. Ni THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECl1RE AND PAY FOR ALL BARRICADES, ENCIASl1RES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES 9. THE CONTRACTOR SHALL NOT PROCEED WiTH MiY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE I)NNEiR. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR WMS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 11. CONTRACTOR SHNJ. 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 REGUATDIS SH A L BE BROUGHT TO THE ATTENTION OF THE ARCIf ECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MOD RCATIOtS, CHANGES AND /OR INSTRUCTIONS. 13. OMIRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED DaSTING 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 GRIP WALL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING 11ME 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 APPROJED IN WRITING BY THE GAITER. DESING LOADS FENCE WIND LOAD AS PER ASCE 7-16 KD=O.B5 WIND VELOCITY AS PER ASCE 7-16 MIAMI-DARE CATEGORY 2 ----- 115 mph AS PER FBC 2020 SECTION 1616.21 CALCULATIONS 1. STRUCTURAL STEEL FOS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND ASC SPECIFICATIONS NINTH EDITION. 2 STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: TYPE ASTM GRADE Fy STEEL SHEETS A36 ---- 36 KSI STRUCTURAL TUBING A500 B 460 3. ALL STEEL SHALIL BE HOT -DEEP GALVANIZED. 4. ALL D POSED FERROUS METAL PANELS, RAILS AND POSTS TO BE OF FACTORY HOT DIP GALVANIZED AND FACTORY PANTED WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PANT OR WATHER-WHITE MOTHACRMTE LACQUER In accordance with FBC 2020 and ASCE 7-16, Wind Speed from FBC 2020, Chapter 16, Section 1616.2.1 v-115 mph NEXT POST FENCE TO BETSAT° Ng E` T".4 �2xr1;:i!6cGA. GALVANIZED STEEL FRAME GATE (TYP? r� , GALVANIZED STEEL POST 27 1/2"x2-)/ 2*xlG G; 24 GA, \MII,J.),-' GALVANIZED METAL SHEET DURA FENCE 2xtx16 GA. GALVANIZED STEEL FRAME GATE (TYP) HINGES TO - RESIST 180 LBS 2x1x16 GA. -, GALVANIZED c STEEL FRAME GATE (TYP) - PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET, 2 TOP k 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL GALVANIZED STET 2-1/2"x2-1/27 Wind load Calculation: General Data: DL(psf) 5 Top and Bottom DesiT V.(mph): 115.00 Fence Span(ft): 4 Gate Span1.(ft): 4 (Gate Span = Gate Leaf, not opening) 2x1xO,O71 st galvanize, Exposure: C Hpost (ft) 6 Post Design A-500 Gust Factor 0.85 Fy (psi) 46000 Steel galvanized 4S00 Mmax. p-in) 2608 Cf: 1.30 A-500 Fb (psi) 27545 Section Mwlnd MIDL Mmax. (lb -in) Zx (inA3) fb (psi) Six (inA3) 0.124 Kd: 0.85 Fv(psi) 18400 2.5x2.5x16Ga 14012 2880 14305 0.58' 24663.7 fb (psi) Mmax/Sx It (ft): 6.00 Fy (psi) 36000 fb (psi) 21029.6 Kz: 0.85 A-36 Fb (psi) 21600 fb (psi)<Fb OK fb (psi)<Fb OK Gz(Psf): 16.2 Fv(psi) 14400 Rail to Posts Connection Design' Foundation Design (nonconstrained FBC 2020-1807.3.2.1) (2020-1806.2) Actual Pullout 32 P 583.83 Lateral soil bearing 200 Allowable Pullou 200 Using 10-16 Hilti Kwik A 2.16 Footing Diameter (ft) 1.58333 OK Flex Screw d (Depth) 3.95 For poles 180 2 3'-0"/4'-0" MAX. LOCK HARDWARE - ALL GATE FRAMES TO BE CONNECTED BY ALL AROUND FILLET WELD. TW. SINGLE GAPE MW. VIEW SCALE: 3/4"=1'-O" NEXT POST FENCE TO BE AT NO MORE THAN 4' 3 0 CONC. FOOTING 012'x4'-O" DEEP OR 019"x3'-0" DEEP OR 024 x2'-6" DEEP (TYP) APPLICABLE EXCLUSIVE 012'x2'-9" 0 (*) SOIL SHALL. BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLORIDA LICENSED ENGINEER SHALL VISUALLY INSPECT AND PRCMDE A CERTIFIED LETTER ATiESTING SO. S=0.124 IM Mmax=2 608 11 nT. SINGLE GATE PLAN. VIEW M ASD=Mn/0 , s S=0.47 IM Z=0.58 IN' Mmax=14 305 #-in M ASD=Mn/D Mn =Fy*Z , 0 =1.67 M ASD=16 000 #-in Mmax < M ASD rua i s A l o um) Mn=Fy S , 4 =1.67 SCALE: 3/4"=1'-O" M ASD=2 673 #-in 0.06 Mmax < M ASD Z=0.0065 lWnax=16.2*(6.125/12)*3.33*3.33*0.125*12 0.0 U, =135 #-in S=0.48 IM M ASD=Mn/D , Z=0.60 IM Mn=Fy*Z R =1.67 Mmax=14 305 #-in M ASD=140 #-in M ASD=Mn/0 , Mmax < M ASD Mn=Fy*Z , 0 =1.67 2" N M ASD=16 530 #-in Q o RAILS (16 GA) N C Amax < M Aso 2 1/2- fYg" LTERNATIVE POSTS (16 GA) PICKETS (30 GA) MINIMUM 0 Eastern Engineering Group 3401 NW 82nd Avenue Suite 370 Doral, FL 33122 Phone: (305) 599-8133 info@eastenneg.com www.easterneg.Gom QUALITY METALS PANELS 2022 JOB No: 20-0056 (VERSION: O5 IDATE: 1/17/22 1 LOCATION: MULTIPLE LOCATIONS IPM:MARIO MORALES IDRAWN BY: M.L.P 1 DESIGNED BY: I CHECKED BY: G.P. I No. I DESCRIPTION I DATE I APPD I COPYRIGHT RESERVED: THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY I OF EASTERN ENGINEERING GROUP. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY EASTERN ENGINEERING GROUP IS PROHIBITED. 1/17/ 22 GO ADO A. PAZ, PE. (Lic No-60734) I CERTIFICATE OF AUTHORIZATION No. 26655 1 SHEET NAME: SINGLE SWING GATE SD-2 QUALITY METAL PANELS BE Al WS WERE TtM ,' P c 2x1x'i6 GA.MxS6 GA. GALVANIZED GALVANIZED STEEL FRAME GATE (TYP) STEEL FRAME GATT ^(TYAr) , I. GENERAL NOrIET. GALVANIZED - 1. ALL WORI( SHALL CONFDRM TO FLORIDA BUILDING CODE 2020. STEEL (POST 2-1 f 2"x2-;/ 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE VIH APPLICABLE CODES AND AU[IHORITIES HAVING JURISDICTION. ION. AW 2"x14 G1 DISCREPANCIES BEIWEBJ THESE DPAWINCS 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 VBIFY ALL UNDER- GROl1ND FACILITIES 24 GA. (MIN.) - GALVANIZED PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SWILL PROCEED WITH EXTREME C MON AT ALL TIMES IN THE EVENT THAT METAL SHEET EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILTIY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. FENCE 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PEW IS OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR, 144TBIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETECWN ALL WORK SHON THE DRAWINGS To GES AND SPEOFIED HEREIN RESIST 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOffiK 1 BO LBS 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING COFSIRUCIION SHALL BE SCHEDULED WrTHIN 24 HOURS PRICR TO 2xlx16 GA. - INSPECTION. GALVANIZED STEEL FRAME ` & THE CONTRACTOR SHALL MIME REQUIRED ARRAIJGEM ENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR GATE (TYP) AND DURING THE PROGRESS TO PROTECT AD.IACETTT PROPERTIES. 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORT( VrHOUT PRIOR NOTIFICATION TD THE OMfR. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEDUENICFS AND PROCEDURES TO BE USED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE 10 ENGINEER PRIOR TO STARING WORK o cV 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 TIE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CIMFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSIRUC10% 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY DM MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE GIJENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MSIMERPIUATIONS OF THE SYSTEM DESIGNED BY LS BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS ADDITIONAL DRIFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. 15. DO NOT SUBSRRIEE MATERIALS, EQUIPMENTS OR METHODS OF CON5IRl1CITON UNLESS SUCH SUBSREUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE 000. DESI NG LOADS FENCE WIND LOAD AS PER ASCE 7-16 KD=0.65 WIND VELOCITY AS PER ASCE 7-16 MNMI-DADE CATEGORY 2 ---- 115 mph AS PER FBC 2020 SECTION 1616.2.1 CALCULATIONS 1. STRUCTURAL STIn HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITON. 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 Speed from FBC 2020, Chapter 16, Section 1616.2.1 V=115 mph 3 KSI CONC. FOOTING 019"x4'-0" DEEP OR 024"x3'-9" DEEP OR 030"x3'-4" DEEP OR 036"x3'-O" DEEP (TYP.) 2x1x16 GA. - GALVANIZED STEEL FRAME GATE (TYP.) ` ll ` iI ii II II II II II l I�I II II Wind load Calculation: General Data: DL(psf): 5 Top and Bottom Design V (mph): 115.00 Fence Span(ft): 4 Gate Span(ft): 5 (Gate Span = Gate Leaf, not opening) 2x1xO.071 st galvanized Exposure: C Hpost (ft) 6 Post Design A-500 Gust Factor 0.85 Fy (psi) 46000 Steel galvanized A500 Mmax. (lb -in) 4074 Cf: 1.30 A-500 Fb (psi) 27545 Section Mwind MDL Mmax. (lb -in) Z,t (in A3) fb (psi) Zx (in A3) 0.155 Kd: 0.85 Fv (psi) 18400 2.5x2.5x14Ga 15764 4500 16393 0.71 23089.1 fb (psi) Mmax/Sx h (ft): 6.00 Fy (psi) 36000 fb (psi) 26287 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 Desiqn Foundation Design (nonconstrained FBC 2020 -1807 3 2 1) (2020-1806.2) Actual Pullout 32 P 583.83 Lateral soil bearing 200 Allowable Pullou 200 Using 10-16 Hilti Kwik A 2.16 Footing Diameter (ft) 1.58333 OK Flex Screw d (Depth) 3.95 For poles 1806.3 2 -+=:1- 10'-0" u u 7/6" DRAM. SOLID BAR CANE BARS GATE CONNECTIONS: • PICKETS TO BE COMECTI D TO TOP AND BOTTOM PAILS WITH (4 PER PICKEL 2 TOP & 2 BOTTOM) 10-16 KW1K FAD( SCREW by HLTI OR APPROVED EQl1AL • ALL GATE FRAMES TO BE CONNECTED WDH 1/8" FILLET WELD ALL AROUND. 1 ir. J. IDLEZ GAFM 0". VW SCALE: 1 /2"=1'-0" llr. DOUBM GATE am. ♦iJci^ SCALE: 1/2"=1'-O" 08 1& S=0.124 IN' Z=0.155 IM Mmax=4 074 #-in S=0.57 IN' M ASD=Mn/f) , Z=0.71 IN' Mn=Fy*Z 0 =1.67 Mmax=16 393 #-in M ASD=4 269 #-in M ASD=Mn/0 , Mmax < M ASD Mn =Fy*Z , R =1.67 M ASD=19 550 #-in Mmax < M ASD 2, " M 2" POSTS (14 GA) RAILS (16 GA) NEXT POST FENCE TO BE AT NO MORE THAN V Q 0 io (*) SOIL SW4L BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLORIDA LICENSED ENGINEER SHALL VISUALLY INSFfCT AND PROVIDE A CERTIFIED LETTER ATTESTING SO. 0 Eastern Engineering Group 3401 Nw 82nd Avenue Suite 370 Dora[, FL 33122 Phone: (305) 599-8133 info@easlemeg.com vnvw.easterneg.conn QUALITY METALS PANELS 2022 LJOB No: 20-0056 IVERSION: 05 IDATE: 1/17/22 I LOCATION: MULTIPLE LOCATIONS CLIENT: QUALITY METAL PANELS 3 KSI CONIC. FOOTING -J A_PPIIOi1Po F B(CItCM_F PM: MARIO MORALES 019"x4'-0" DEEP OR ONLY FOR DESIGNED BY: 024"x3'-9" DEEP OR SEDIWENTARf AND No. DESCRIPTION 030'x3'-4" DEEP OR 036"x3'-O" DEEP 012"x7-9" DEEP (TYP.) GALVANIZED 24 GA. (MIN.) STEEL POST GALVANIZED 2j"x2j"x16 GA METAL SHEET FENCE DRAWN BY: M.L.P CHECKED BY: G.P. DATE COPYRIGHT 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. Z=0.0065 IM Mmax=16.2*(6.125/12)*3.33*3.33*0.125*12 =135 #-in M ASD=Mn/2 , 1/17 0022 Mn=Fy*Z , 0 =1.67 r- M aX <4M ASD GO ALO A. PAZ, PE. (Lic No-60734) CERTIFICATE OF AUTHORIZATION No. 26655 SHEET NAME: DOUBLE SWING GATE PICKETS (30 GA) MINIMUM SD-3