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FW-05-22-1293Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 174 NW 106TH ST, Miami Shores, FL 33150 1121360080070 Contacts RYAN RUSSELL Owner OWNER Contractor 174 NW 106 ST, MIAMI SHORES, 33150-1248 j shadepools@yahoo.com Description: INSTALL APPROX 100' OF DURAFENCE 6' IN Valuation: Requests: ation: $ 3,500.00 Inspection �05 762 4949 ! HEIGHT, 2 60" PEDESTRIAN GATES AND 1 15' SLIDING GATE AT THE REAR OF DRIVEWAY. BRONZE COLOR I Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($60) $60.00 Technology Fee $2.50 Wire and Wood Fence Fee $50.00 Total: $213.70 Payments Date Paid Amt Paid Total Fees $213.70 Credit Card 06/21/2022 $163.70 Credit Card 05/20/2022 $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 arirequire r ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating a wing. Futhermore, I authorize the above named contractor to do the work stated. --�- cn �uSS� 1l urte nature: Owner / Applicant / Contractor / Agent Date June 21, 2022 Page 2 of 2 Miami Shores Village ENTERED 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 Master Permit No PERMIT APPLICATION Z BUILDING ❑ ELECTRIC ❑ ROOFING Sub Permit No. MAY 2 0 2022 BY: 4- FBC 20 rwm05-20- i2-g3 ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: li H Al \A/ L 0& t" S +- City: Miami Shores County: Miami Dade Zip: O s Folio/Parcel#: r i' 213 (p ^ ()o & — 0 010 Is the Building Historically Designated: Yes NO 9� Occupancy Type: 5 F Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):Rvdki reuS§dd Phone#:305 $'50 1 S9y Address: In�1 1'79 /VV 10(o m 5+ City: loic-r"i , AUreS State: FL Zip: 33I50 Tenant/Lessee Name: Email: J kClJ*=0Ov1.S • Cam CONTRACTOR: Company Name: Nameoch.Mof/ Phone#: Address: Email: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $_ Type of Work: ❑ Addition Description of Work: Ins 4cit S SOU one#: Certificate of Competency #: City: Phone#: _State: Zip: Square/Linear Footage of Work: HOC)' ❑ Alteration [Sj ew ❑ Repair/Replace urG to ce. G i n ❑ Demolition 2 601, 9edQs4rjk., Qc,4cS an of 1 15' Shofinq ga4a of fe- ov- dr 4-e w ay. (�ronZe Eo 10r' Specify color of color thru tile: ttll Submittal Fee $ Permit Fee $ /' CCF $ C9'gV CO/CC $ Scanning Fee $ DCA Fee $ `y U DBPR $ per' Notary $ Technology Fee $ 0• 50 Training/Education Fee $ 0. 9�0 Double Fee $ U Structural Reviews $ ' VD P&Z Review $ Bond $ TOTAL FEE NOW DUE $ 3 • f D (Revised04/05/2022) ' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on 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 arlinspection fee will be charged. , Signature or AGENT The foregoing instru(den as acknowledged before me this day A 'kiof� �LpVII � , 20 2 2 , by V �31/1 who is personally known to me or who has produced on VfY LI OenSf, as identification and who did take an oath. NOTARY PUBLIC: CONTRACTOR The foregoing instru ent was acknowledged before me this day of �L'L 20 7- by J,Z) J5who is personally known to me or who has produced ��' t," as identification and who did take an oath. NOTARY PUBLIC: Sign: M I V , Pjh yY Sign: i Print: I_V 1 Ca t 1�� l i {� Print: Vr ly L e o n P '7 t Seal Seal: *. .. MERLINECHERY MYCOMMISMON S HH Vivienne Yao =?° Comm.:HH222410 Expires: 252206 '''.... • oe= Jan. 31, 2026 `�• C " ?�D•EXPIRES: A,wn �2 .% ********* ******"*"** k�**************************I+r►k***�Y�r*�*************** APPROVED BY ��� ��— Plans Examiner Zoning Structural Review Clerk (Revised04/05/2022) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: Y4/\ f�U3)C,4 DATE: S l4 2U2Z ADDRESS: 1 74 v 641, 54- 1141ami 5 � we_.g FL 35a Do hereby petition the Village of Miami 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 building 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 complete, the law will presume that you built 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 building 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 y own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or he is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understa that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed 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 permi11may ts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuiio 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 1 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 'Oe—_ 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the constructs . Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise pe ons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required bylaw and by c my unicipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and a aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that l must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement 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 regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the I ternal Revenue Service, 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 850,487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and unde7tands that I am the party legally and financially responsible for the proposed construction activity at the following address: 174 Mw la(,"' J;+_ MPAu., SAn=u rL 'A'iifb Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of he information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a pe on who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial 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 unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of � �. , 20 Z_Z_ By PqGj}rl �L ,CAI who was personally known to me or who has Produced ther,Xicense or OWNER as identification. MERLINE CHERY s`= W COMMISSION # HH 252206 Property Search Application - Miami -Dade County Page 1 of 1 �: " .`OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-008-0070 Property Address: 174 NW 106 ST Miami Shores, FL 33150-1248 Owner i RYAN RUSSELL Mailing Address 1174 NW 106 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 01�DENTIAL -SINGLE !FAMILY: 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,721 Sq.Ft Living Area 1,697 Sq.Ft Adjusted Area 1,677 Sq.Ft Lot Size 9,150 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2021 2020 2019 Land Value $227,119 $206,472 $206,472 Building Value $93,576 $116,719 $113,796 ...-.__._...... .......... ....... - ......... .--......................................-. XF Value ___.-..... __.._......... .._...._ $1,395 .... ............. ....................__........ $1,406 ........ ................_.._............... .........___ $1,416 ................. .... .... _______............... ............ .......................... }_ _::::. ___ .. ... .... Market Value ! $322,090 $324,597 $321,684 Assessed Value j $322,090 $177,414 $172,473 Benefits Information Benefit Type 2021 2020 2019 Save Our Homes Assessment $147,183 $149,211 Cap Reduction _........ _..... __..__. Homestead Exemption _._......_..........___...___.....____._...______ $25,000 $25,000 Second Homestead Exemption ____..___..._..__.-___.................. $25,000 $25,000 .........__......_. _...___.._._.__............. _.............. _.......... _.__. Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT 4 PB 48-20 LOT 7 BLK 204 LOT SIZE 75.000 X 122 OR 19079-1144 04 2000 6 Generated On: 5/20/ Taxable Value Information 2021 2020 2 County Exemption Value $0 $50,000 $50. Taxable Value $322,090 $127,414 $122. School Board Exemption Value $0 $25,000 $25 Taxable Value $322,090 $152,414 $147. City Exemption Value $0 $50,000 $50. Taxable Value $322,090 $127,414 $122. Regional Exemption Value .............. Taxable Value $0 $322,090 $50,000 $127,414 $50. $122. Sales Information Previous OR Book- Price Qualification Description Sale Page 32226 11/27/2020 $370,000 Qual by exam of deed 4428 04/01/2000 $60,000 19079 Other disqualified 1144 09/01/1989 $79,000 14282 Sales which are qualified 0646 14107- Sales which are disqualified as a rest 05/01/1989 $0 1408 of examination of the deed 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 Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/Apps/PA/propertysearch/ 5/20/2022 t m m a z �mv7z�m�mm c�xa�c�mzxma r- N l @ � y O � c l � r 122 09 37.5C 1 + i ,E pp y '+> S G w p CL i t m a +, _.fix + + + . ' 7 28.55 � C ++ � 4 C.L. `. °- ..-}3%.50 '+ � .' + +is-^e^^^.^-.•-• -�� \\ o 22.14, O O N 0t CRo 3 3 yeom Ao U 1 0 o it z _ Ty[lpz 0 (p No m O C7 3 C m 0 >oc m� n �m 14to _• c >o � � c CD`T 3 A O o ni o .m -c OAS p 41? y 1D � o ep rn (A a m % 2 y a Z° 7 o 2 o A z y n cb IA m o r a m < CO c. I� 1 Cb T Y, Y • 1 Y Y • Y Y ;i • Y Y • • • • • Y Y 'Y'.E �...R�-Y OR.LJ r • • c 0 _0S FLORIDA METAL PANELS CiFNMta NOM& GronZe ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2020. G"X 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. DESING 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 1616.2.1 CALCULATIONS 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 112x16 gage steel galvanized 2x1x0 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 (inA3) 0.75 Sx (in A3) 0.086 Kd: 0.85 Fv (psi) 18400 fb (psi) Mmax/Sx : fb (psi) Mmax/Sx' h (ft): 6 Fy (psi) 36000 fb (psi) 18662 „^ ww„ fb (psi) 13562.8 Pd psf): ( 16.2 A-36 Fb (psi) 21600 fb <Fb (psi) OK .,... fb <Fb (psi) OK Fv (psi) 14400 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 Pullout 200 Using 10-16 Hilti Kwik A 1.44 Footing Diameter (ft) 1.583 OKFlex Screw d 3.00 For poles 1806.3.4 2 0 000� POSTS (16 GA) TW. FENCE PLAN VIBW SCALE: 3/4"=1'-0" SCALE: 3/4 -=1'-0- S=0.124 IN' Mmax=1 6.2*6*.5*4*4/8 =1 166 #-in M AsD=Mn/0 , Mn=Fy*S 0 =1.67 M ASD=2 673 #-in Mmax<MAM 0,06 2' RAILS (16 GA) Miami Shbf@§ VII Zoning Dopt, Ilding bopt,_ ubject to com Staff' and Caul SHAMW BOX DETAIL SCALE: 1 1 /2"=1'-0" 3000 PSI CONCRETE FOOTING 012'x4'-0" DEEP OR 019'x3'-O" DEEP OR 024*x2'-6' DEEP (TYP) Z=0.01035 IM M max=16.2*(6.35/ 12)*3.33*3.33*0.125* 12 =142.59 #-in M Aso=Mn/f) , Mn=Fy*Z 0 =1.67 M LSD=200 #-in Mmax < M ASD rn PICKETS (26 GA) ilding Dep rt ent _ Date 4Y 2 0 2022 _ Date T✓ with all Federal, BY - and regulations. CI`rY Copy � � � � 3fa. 370 8 1, FL 33I (r,..�j Sfa 370Ooral, FL 93121 d Ph ry (305) 599.0133 engineering GruL,NKea.r�g, FLORIDA METAL PANELS 2022 FENCE PROJECT MULTIPLE LOCATION LOCATION: CLIENT: FLORIDA FENCE DISTRI'. U'.'ORS, IF. DATE: 4/13/22 NO. O SCRIPTION DATE APP'O PM: N.M. DRAWN BY: M.L.P. DESIGNED BY: N.M. CHECKED BY: G.P. JOB NO.: 22-0065 VO4 SCALE: AS SHOWN COPYRIGHT RESERVED: THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO EASTERN ENGINEERING GROUP VATHOUT DELAY. 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. THESE ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY GONZALO A PAZ, PE ON THE DATE ADJACENT TO THE SEAL.PRINIFD COPIES OF THS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIOJATURE MUST BE vmnED ON ANT' ELECTRONIC COPIES. _'AHE: 411312022 :]GON LO A. PAZ, PE ( 'c No-60734) SD-1 a FLORIDA METAL PANELS NEXT POST FENCE TO BE AT NO MORE THAN 4' 3'-0"/4'-0" MAX. NEXT POST FENCE TO BE AT NO MORE THAN 4 GFIMUL NOUS 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2020. 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. B. 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 k 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. DESING LOADS GATE 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 1616.2.1 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 and ASCE 7-16, 3hapter 16, Section 1616.2.1 115 mph General Data: DL(pst): 5 Fence Snan(ftl: 4 Gate Saan(ft11:' 4 Exposure: C :Hpost (ft) ; 6 PostDesiDesign Gust Gust Factor 0.85 Fy (psi) ; 46000 Steel galvan Cf: 1.30 A-500 Fb (psi) 27545 Section Kd: 0.85 ;Fv (psi) 18400 2.5x2.5xl6Ga h (ft): 6.60 'Fy (psi) 36000 Kz: 0.85 A-36 Fb (psi) 21600 ib (psi)<Fb qz (psf): Rail to Posts Connection 16.2 Design Fv (psi) Using 10-16 Hilti Flex Screw ;14400 Kwik Foundation L Actual Pullout Allowable Pulloi 32 200 OK P A d (Depth) = Gate Leaf, not 2x1x16 GA. - GALVANIZED STEEL FRAME GATE (TYP) GALVANIZED STEEL POST 2-1/2"x2-1/ 2"xl6 GA. 24 GA. (MIN.) GALVANIZED METAL SHEET DURA FENCE 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) HINGES TO RESIST 180 LEIS 2x1x16 GA. - GALVANIZED i STEEL FRAME GATE (TYP) GATE CONNECTIONS: - PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET, 2 TOP do 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL GALVANIZED STEEL POST 2-1/2"x2-1/2706 GA. A-500 Mmax. (Ib-!n) 2608 ,3) fb (psi) iSx (in A3) 0.124 58 24663.7 fb (nsil Mmax/,, Lateral soil bear! Footing Diameter For poles 180 200' 1.58333 2' LOCK HARDWARE TYP. SINGLE GATE El". VIEW SCALE: 3/4"=l'-0" 3'-0" /4'-0" MAX. 3 KSI CONC. FOOTING 012"x4'-0" DEEP OR 019"x3'-0" DEEP OR 024"x2'--6" DEEP (TYP) APPLICABLE EXCLUSIVE ONLY FOR SEDIMENTARY AND FOLIATED ROCK SOILS 012"x2'-9" DEEP - ALL GATE FRAMES TO BE CONNECTED BY ALL AROUND FILLET WELD. TVp �T .�+p ��T S=0.124 IM 1 fir• ►711\GM GAM rJ.M. VW Mmax=2 608 #-in SCALE: 3/4"=l'-O" M ASD=Mn/fl , 0.06 U 71 S=0.47 IN' Z=0.58 IN' Mmax=14 305 #-in M Aso=Mn/0 , Mn =Fy*Z 0 =1.67 M ASD=16 000 #-in Mmax < M ASD 2X' POSTS (16 GA) Mn=Fy*S , 0 =1.67 M ASD=2 673 #-in 0.06 Mmax < M Aso Z=0.0074 IN' 0.06 u, Mmax=16.2*(6.125/12)*2.42*2.42*0.125* 12 11 S=0.48 IW =72 #-in Z=0.60 IN' M ASD=Mn/0 , Mmax=14 305 #-In Mn=Fy*Z 0 =1.67 M ASD=Mn/0 , M ASD=160 #-in Mn=Fy*Z , 0 =1.67 Mmax < M Aso M ASD=16 530 #-in Mmax < M ASD RAILS (16 GA) Of TERNATIVE POSTS (16 GA) PICKETS (27 GA) S a 11V 82 JA .TJO IrL3 22 Eastern, a i05�57B cngiT`IPering GrUup FLORibA`METAL PANELS 2022' SINGLE SWING GATE 1 TYPE OF MISC. SHOP OWGS = - PROJECT: c C [ C c- PROJECT MULTIPLE LOCATIONS ' LOCATION: � 1 � I CLIENT; FLORIDA FENCE DISTPL915 (k, AF'C , 1 1 DATE: 4/13/22 NO. t1ESCAIPTION 1 1 DATE APP'D PM: M.N. DRAWN BY: M.L.P. DESIGNED BY: M.M. CHECKEDBY: B.P. JOB NO.: 22-0065 VD4 SCALE: AS SHOWN COPYRIGHT RESERVED: THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO EASTERN ENGINEERING GROUP WITHOUT DELAY. 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. THESE ITEM WAS BEEN DIGITALLY SIGNED AND SEALED BY GONZALO A PAZ, PE ON THE DATE ADJACENT TO THE SEALPRNTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. u,',' : 4/13/2022 'N"" j .E El ZALO A. PAZ, PE 1(Uc No-60734) SD-2 Al FLORIDA METAL PANELS WIT POSTMUTO BE AT NO MORE TWIN 4 bld, NMI& 2ca \Jid\i' GAALVANLVAN IZED 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2020. STEEL. FRAME GATE MP.) 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 GALVANIZED EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL STEEL POST DAMAGES. 2-1/2'x2-1/ 2'x16 GA. 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 24 GA (MIN.) DRAWINGS AND SPECIFIED HEREIN. GALVANIZED 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. METAL SHEET FENCE 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. HINGES - 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS TO RESIST 180 LBS 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. 2xlx16 GA. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO GALVANIZED BE USED. STEEL FRAME GATE (TYP.) 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, 5 CHANGES AND /OR INSTRUCTIONS. o 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. 1701MIN lM FENCE & GATE 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 1616.2.1 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 CALCULATIONS In accordance with FBC 2020 and ASCE 7-16, Wind Speed from FBC 2020, Chapter 16, Section 1616.2.1 v=115 mph Wind load Calculation: General Data: DL(psf): 5 V (mph): 115.00 Fence Span(ft): 4 Gate Span(ft): 5 Exposure: C Hpost (ft) 6 Post Design Gust Factor 0.85 Fy (psi) 46000 Steel galvanized A-500 Cf: 1.30 A-500 Fib (psi) 27545 Section Mwlnd Kd: 0.85 Fv (psi) 18400 2.5x2.5x14Ga 15764 h (ft): 6.00 Fy (psi) 36000 Kz: 0.85 A-36 Fb (psi) 21600 fb (psi)<Fb OK qz (psi): 16.2 Fv (psi) 14400 3 KSI CONC. FOOTING 019'x4'-0' DEEP OR 024NS-9' DEEP OR 030'x3'-4' DEEP OR 036'x3'-O' DEEP OW) 2x1x16 GA GALVANIZED STEEL FRAME GATE (TYP.) Top and Bottom Design (Gate Span = Gate Leaf, not opening) 2x1xO.071 st galvanized A-500 Mmax. (lb -in) 4074 MIX Mmax. (lb -in) Zx (in^3) fb (psi) Zx (in'3) 0.155 4500 16393 0.71 23089.1 fb (psi) Mmax/Sx fb (psi) 26287 fb (psi)<Fb OK 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 1806.3 2 2006 GA. GALVANIZED STEEL FRAME GATE 09Vftl�lff3� !9MAROMMM" I I � I I � I I III III I I II LOCK II II IIII II HARDWAREII II II � I II II II II II II II II II l Fif-I - - II II � I I � II II II II II � I I � II II II II I� ' � �I II II II _ li jl� it II - 7/8' DIAM. SOLD BAR CANE BARS GATE CONNECTIONS PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET, 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. 1 ir. MVBM GATE r1d'i1. ♦W SCALE: 1 /2'=1'-0' NEXT POST FENCE TO BE AT ND MORE THAN V 6 II II •p I I II I fEastern Engireering t rol ln` AND TIED ROCK SOIL 012'x2'-9' DEEP FLORIDA METAL PANELS 2022 DOUBLE SWING GATE TYPE OF I MISC. SHOP OW'OS PROJECT: - 3 KSI CONC. FOOTING PROJECT MULTIPLE LOCATIONS`- 019'x4'-0DEEP OR LOCATION: T T 024'x3'-9' DEEP OR CMENT: FLORIDA FENCE DI�1RCBUTC4% Ii.0 / f30•x3'-4' DEEP OR DATE: 4/13/22 N0. /` SMPTION., DATE 036-x3'-0- DEEP (IYP.) PM: N.M. ' l DRAWN BY: M.L.P. DESIGNED BY: M.N. CHECKED BY: C.P. JOBNO.: 22-0065 VD4 SCALE: AS SHOWN - GALVANIZED STEEL POST COPYRIGHT RESERVED: THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 'x4)'x16 DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE 4GA REPORTED TO EASTERN ENGINEERING GROUP WT14OUT DELAY. 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. THESE ITEM HAS BEEN DIGITALLY SIGNED AND SEALED 6f GONZALO A PAZ, PE ON THE DATE ARJACENT TO THE SEALPRNTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED - 24 GA (MIN.) SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. GALVANIZED -•'F': 4/1312022 METAL SHEET FENCE 006 g< S=0.124 III' Z=0.01035 IN' j Mmax=16.2*6*.5*4*4/8 Mmax=16.2*(6.35/12)*3.33*3.33*0.125*12 =1 166 #-in=142.59 #-in M Aso=Mn/0 , M ASD=Mn/() , Mn=Fy*S , 0 =1.67 Mn=Fy*Z , 0 =1.67 M Aso=2 673 #-in M ASD=200 #-in Mmax < M ASDMmax < M ASD 0.06 1 11 �2_.1�' I ❑ �( 2' 6.350 POSTS (16 GA.) RAILS (16 GA.) PICKETS (26 GA.) ,0 A. PAZ, PE No-60734) CHI SD-3