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FW-04-22-1043Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 173 NW 108TH ST, Miami Shores, FL 33168 Fees Amount Application Fee - Other $50.00 CCF $5.40 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.80 Planning and Zoning Review Fee $70.00 Scanning Fee $9.00 Structural Review ($60) $60.00 Technology Fee $6.25 Wire and Wood Fence Fee $200.00 Total: $408.70 Parcel Number 1121360100260 Payments Date Paid Amt Paid Total Fees $408.70 Credit Card 04/26/2022 $50.00 Credit Card 06/29/2022 $358.70 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 In CTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT:ertify that all the foregoing information is accurate and that all work will be done in compliance with )II applicable laws regulating constructio e ermore, I uthorize.the above named co -,a r to do the work stated. - r<o - 0 �/ Authorized / Applicant / Contractor / Date L ;?/Z 0 June 29, 2022 Page 2 of 2 F( jVp 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 FBC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11.3 N v) to 8 5T City: Miami Shores County: oc.-)o' Miami Dade Zip: J3 / (1 9 Folio/Parcel#: f l - L'k, - Ol b - D %iv Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): o fk 4 V G.-Pef"' Phone#: ��'f 3 I S •} l2 Address: 1-1-3 A) M✓ /o S S --;— City: !Z% C-Vv .3" State: L Zip: 3� Tenant/Lessee Name: 1 p / Phone#: Email: /'i �O fj /y, t�•r�t,Yi w°C . C o CONTRACTOR: Company Name: t7y/�' �r/ � Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: DESIGNER: Architect/Engineer: Address: Certificate of Competency #: City: hone#: Zip: Value of Work for this Permit: $ 3 Square/Linear Footage of Work: 2-5F0 4 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace / ❑ Demolition Description of Work: A <d r►M ei ✓rn 4A (e, 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 • �0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absen f such posted notice, the inspection will not be approved and reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 2—e--- by ec-c, l , RIz-v V63Lv-t�l`Who is personally known to me or who has produced .Ir-L. _11:�,Z v-e.� L-, C-- as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: V t V � v, o•'' Seal: =:: �__ Comm.:H H222410 �.•'a Expires: Jan. 31, 2026 OFF1.�` Notary Public - State of Florida unnnn� *********************************** APPROVED BY The foregoing instrument was acknowledged before me this day of A—p r-� ll� 20 2 2 by � � a ,'tZ-& Var--e tll, , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: U L-,L� Print: v �..iWirf' 'l rLe_ �w! �� C- ,��;P„ , ��m�•,, vivienne rao Seal: =? Comm.:HH222410 Expires: Jan. 31, 2026 Notary Public - State of Florida PI xaminer . 5 1 a Zonin g Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOS E STATEMENT NAME: Q rga ,� o q-p DATE: l 1 2 1.0 ADDRESS: I 3 tJ uj 1 r7� 5 i eaw-• 5Lonei U -33 p S 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 my own contractor with certain restrictions even though I do not have a license. Initial le. A -V 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 that, 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 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 permits and contracts. Initial f+ O- V 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 1 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 J . A— V S. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial l • /A- 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 ,J • �- 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. I, 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 am aware of the limits of my insurance coverage for injuries to workers on my property. Initial /k.,f 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 I 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 % . /,, - I 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 jrt� y 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal 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.html ` ` Y Initial J - 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: J3� /oe �(,` cam.,.► �1.,,� �J G L 3 3/ � S Initial / 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. / r V Initial > Licensed contractors are regulated by laws designed to protect the public. If you contract with a person 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 AEKO , 20 2Z By , ey- 7� V°..-(-e, la who was personally known to me or who has Produced there icense or L- t V _C-V� G1 " 15-e- r OWNE as identification. ✓l ,,.*,,.,.��.,, Vivienne Yao 41rAo Comm.:HH 222410 NOTARY �• : Expires: Jan. 31, 2026 Notary Public - State of Florida rruPcrty ocarcn tipptication - Miami-uacle LOunty Page 1 of 2 OFFICE OF THE PROPERTY APPRAISER _. Summary Report Property Information Folio: 11-2136-010-0260 Property Address: 173 NW 108 ST Miami Shores, FL 33168-4312 Owner SERGIO A RIZO VARELA ............................. REBECA JAEL MORALES _._......_....-...._._.._...._._._........................_...._..............._........._......_..._.....__..._... Mailing Address 173 NW 108 ST MIAMI SHORES, FL 33168 USA PA Primary Zone ..... _ ........... ..._______.._...._._ 0800 SGL FAMILY - 1701-1900 SQ _____.......... ___.......... Primary Land Use ____..__._____......________.._...._....................... .._ 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths / Half 3 / 1 / 0 Floors 1 .. Living Units 1 Actual Area 2,533 Sq.Ft Living Area 2,433 Sq.Ft Adjusted Area 2,176 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 ....... ............... ........_.._._._ XF Value Market Value $155,406 _._.__.._._..... $1,826 $384,351 $155,765 ............. $1,849 $364,086 $156,125 _.__ . $1,870 $364,467 Assessed Value $132,530 $130,701 $127,763 Benefits Information Benefit Type 2021 2020 2019 Save Our Homes Assessment Cap Reduction $251,821 $233,385 $236,704 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, chool Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT 6 PB 51-31 LOT 10 BLK 213 LOT SIZE 75.000 X 122 OR 14552-1675 0590 1 Generated On : 4/26/2022 Taxable Value Information 2021 2020 2019 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $82,530 $80,701 $77,763 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $107,530 $105,701 $102,763 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $82,530 $80,701 $77,763 Regional ____._..._.____.__._.........__-..__..........-_._.__..._._- .......... _.-............ ..__ _ __. _._----- _. .... _ Exemption Value $50,000 $50,000 $50,000 Taxable Value $82,530 $80,701 $77,763 Sales Information Previous OR Book - Sale Price Page Qualification Description 01/22/2021 $490,000 32317- Qua] by exam of deed ________.. 4466 08/14/2017 ; $100 30660- . _......._.._......___--------- _------- ____.. Corrective, tax or QCD; min 0025 consideration 10/01/2007 $0 26016- Sales which are disqualified as a result 2411 of examination of the deed 05/01/1990 $82,000 14552- Sales which are qualified 1675 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 Countv assumes no liabilitv. see full disclaimer and User Aareement at htto://www.miamidade.aov/info/disclaimer.aso http,s_//www.miamidade.gov/Apps/PA/propertysearch/ 4/26/2022 )OA�e- e-'Vs-r V `ter- CIF- SC.AI 11 Abl'HAL1 KUAUVVAT 10 K1Ur11-Ur-VVAT - ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED -rho survey map & report or the copies thereof arc not valid without the digital signatur" an,= seal of Florida licensed surveyor and mapper Date of Field Work: 01-06-2021 " O. !✓1C��` Drawn By: Oleg Gtip�. Order *: 116623 Last Revision Date: None E A 2683 Boundary Survey prepared by: 1-88111 EXGEN " _ NexGen Surveying, LLC _ 5601 Corporate Way, Suite 0103 p Y. RSE ^r .. West Palm Beach, FL 33407 561-508-6272 / � SURVEYING LLC. f �'' ,.�' "`""1' • ^^nAl LEGAL DESCRIPTION OF: 173 NW 108TH STREET, MIAMI SHORES, FL, 33168 LOT 10. IN BLOCK 213 01: DUNNING MAIMI S110RES, EXTENSION G. ACCORDING TO T1IE PLAT THEREOF, RECORDED IN PLAT BOOK 51, AT PAGE 31, OF 1*1IE PUBLIC RECORDS OF MIAMI-DARE COUNTY. FLORIDA. CERTIFIED TO: SERGIO RIZO, REBECA JAEL MORALES LORENE SEELER YOUNG, P.A. CALIBER HOME LOANS, INC. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FLOOD ZONE: 12086CO302L ZONE: X EFF: 09/11 /2009 SURVEY NOTES: DRIVEWAY CROSSES THE BOUNDARY LINE ON NORTHERLY SIDE OF LOT AS SHOWN. FENCES LIE NEAR BOUNDARY LINES AS SHOWN, OWNERSHIP NOT DETERMINED. - TENCES GROSS THE BOUNDARY LINE ON WESTERLY SIDE OF LOT MS SHOVVIV. ASPHALT WALK AND ASPHALT PARKING CROSSES THE BOUNDARY LINE ON SOUTHERLY SIDE OF LOT AS SHOWN. LEGEND A/C -AIRCONDITIONER WM -WATERMETER AL -ARCLENGTH (O -CALCULATED (M) -MEASURED P.0.8. -POINT OF BEGINNING P.O.C. -POINTOF COMMENCEMENT & -AND P.B. -PLATBOOK PG -PAGE U.E. -UTILITYEASEMENT D.E. -DRAINAGE EASEMENT P.U.F. - PUBLIC UTILITY EASEMENT L.A.E. -LIMITEDACCESS EASEMENT L.M.E. -LAKEMAWTENANCEEASEMENT O.H.E -OVERHEAD EASEMENT R -RADIUS (R) -RECORD O.R.B. -OFFICIAL RECORDS BOOK Sq.Ft. -SQUARE FEET Ac. -ACRES OR -DEED BOOK (0) -DEED (P) -PLAT EOW -EDGEOFWATER TOR -TOPOFBANK OHL -OVERHEAOLINE C/O -CLEANOUT ELEV -ELEVATION FF -FINISHED FLOOR LS -LICENSED SURVEYOR LB -LICENSED BUSINESS PSM -PROFESSIONAL SURVEYOR & MAPPER % — -FENCE # -NUMBER t -PLUS OR MINUS ❑ -ASPHALT �J -CONCRETE -PAVER/BRINCK -WOOD -LIGHTPOLE -WELL -WATER VALVE 4 -CENTER LINE -CATCH BASIN -FIRE HYDRANT :.-UTILITYPOLE -MANHOLE -ELEVATION SOMEITEMS IN LEGEND MAYNOT APPEAR ON DRAWING. GENERAL NOTES: H THIS SURVEY IS BASED UPON RECORD INFORMATION BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED. 2) IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL ANDIOR UPDATES FROM NEXGEN SURVEYING, LLC. NEXGEN SURVEYING, LLC, ASSUMES NO RESPON51BILITY FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. 3) ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES. A) GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 5) UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 6) ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D. 1929) OR NORTH AMERICAN VERTICAL DATUM (NAV.D. 1988). 7) ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE 8) CORNERS SHOWN AS'SET'ARE 5t8' IRON RODS IDENTIFIED WITH A PLASTIC CAP MARKED LS (LICENSED SURVEYOR) f>�.1 5 7F. a !i tj r, � 1 i SCALE:1"z30' LOT 8 I LOT 7 LOT 6 BLOCK 213 BLOCK 213 BLOCK 213 FENCE/ FOUND 1/2" WALL S890 56' 53"E 10'ASPHALT IRON PIPE 15' ALLEY 2 6' S 75.00' ROADWAY (WALL FOUND 112' FENCE }`V WALL 0 8' W IRON PIPE 3.4' S Eo SHED 3.3' S 0.2 W M > 31.4' o ; z W 0.9' Cl) OLa O r- LOT 9 0 Eo rr BLOCK 213 O N LOT 10 26.1 p r- BLOCK 213 RESIDENCE Z # 173 7n Al BLOCK g 6' 15.9' L-0� COVERED CORNER FENCE AT LOT 9 0.4' W STAIRS BLOCK 213 a' L ND 1/2"N N PIPE 77.00'(P)FOUND 1/2" 5' SIDEWALK N890 5� IRON PIPE 75 ti PARKING FENCE/ WALL 0.8' W 10.4' FENCE 0.6' W NORTHWEST 1�08th STREET 17' ASPHALT ROADWAY 75' RIGHT-OF-WAY LOT 11 BLOCK 213 BASIS OF _ BEARINGS FOUND 1/2" IRON PIPE AERIAL PHOTOGRAPH (NOT -TO -SCALP - ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED The survey map & report or the copies thereof are not valid without the digital slgnatur« an,, seal of a Florida licensed surveyor and mapper _ Date of Field Work : 01-06-2021 Drawn By: Oleg Order #: o"O 1.4c � -C y� 116623 Last Revision Date: None „�, Boundary Survey prepared by: LB8111X G EN _ :* ,- /3.. NexGen Surveying, LLC - 5601 Corporate Way, Suite *103 •^"c - - .,tntecr West Palm Beach, FL 33407 r•`ASURVEYINGLLC• `LOHIJl, 561-508-6272 / -'+-. •.- LEGAL DESCRIPTION OF: 173 NW 108TH STREET, MIAMI SHORES, FL, 33168 LOT 10. IN BL OCK 213 OI: DUNNING MAIMI SHORES, EXTENSION G. ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 51, AT PAGE 31, OF THE PUBLIC RECORDS OF MIANII-DADE COUNTY, FLORIDA. CERTIFIED TO: SERGIO RIZO, REBECA JAEL MORALES LORENE SEELER YOUNG, P.A. CALIBER HOME LOANS, INC. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FLOOD ZONE: 12086CO302L ZONE: X EFF: 09/11 /2009 SURVEY NOTES: - DRIVEWAY CROSSES THE BOUNDARY LINE ON NORTHERLY SIDE OF LOT AS SHOWN. - FENCES LIE NEAR BOUNDARY LINES AS SHOWN, OWNERSHIP NOT DETERMINED. - FENCES GROSS THE BOUNDARY LINE ON WESTERLY SIDE OF LOT AS SHOWN. - ASPHALT WALK AND ASPHALT PARKING CROSSES THE BOUNDARY LINE ON SOUTHERLY SIDE OF LOT AS SHOWN. LEGEND A/C -AIRCONDITIONER WM -WATER METER At -ARCLENGTH (C) -CALCULATED (M) -MEASURED P.O.B. -POINT OF BEGINNING P.O.C. -POINTOF COMMENCEMENT & -AND P.B. -PLATBOOK PG -PAGE U.E. -UTILITY EASEMENT D.E. -DRAINAGE EASEMENT P.U.E. -PUBLKUTILITYEASEMENT L.A.E. -LIMITED ACCESS EASEMENT L.M.E. -LAKE MAINTENANCE EASEMENT O.H.E -OVERHEAD EASEMENT R -RADIUS (R) -RECORD O.R.B. -OFFICIAL RECORDS BOOK Sq.Ft. -SQUAREFEET Ac. -ACRES DB -DEED BOOK (0) -DEED (P) -PLAT EOW -EDGE OF WATER TOB -TOP OF BANK OHL -OVERHEADLINE CIO -CtEANOUT ELEV -ELEVATION FF -FINISHEDFLOOR LS -LICENSED SURVEYOR LB -LICENSED BUSINESS PSM -PROFESSIONAL SURVEYOR&MAPPER Y. - -FENCE If -NUMBER t -PLUS OR MINUS -ASPHALT '-' -CONCRETE -PAVER✓BRINCK _ -WOOD -LIGHTPOLE u -WELL -WATER VALVE -CENTER LINE -CATCH BASIN -FIREHYDRANT -UTILITY POLE g± -MANHOLE -ELEVATION S044E ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING. GENERAL NOTES: 1) THIS SURVEY IS BASED UPON RECORD INFORMATION BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED. 2) IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION, ITS SCOPE 15 LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL AND/OR UPDATES FROM NEXGEN SURVEYING, LLC. NEXGEN SURVEYING, LLC, ASSUMES NO RESPON51BILITY FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. 3) ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING SOLELYONTHEIR PHYSICAL RELATIONSHIP TOTHE MONUMENTED BOUNDARY LINES.4) GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATEDTO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS.5) UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPTAS SPECIFICALLY SHOWN.6) ELFVATIONSARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D. 1929) OR NORTH AMERICAN VERTICAL DATUM (NANO. 1988). 7) ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE 8) CORNERS SHOWN ASSET' ARE 5/8' IRON RODS IDENTIFIED WITH A PLASTIC CAP MARKED LS (LICENSED SURVEYOR) 0444 f - C"UtO P.E Florida P.E #: 68447 13155 SW 134th Street, Suite 119, Miami, FL 33186 - Phone -Fax # (305) 253-9442 E PROJECT: ALUMINUM FENCE H=5' -6" ALUMINUM PEDESTRIAN GATE W=6' -0" ALUMINUM PEDESTRIAN GATE W=3' -0" Work at: SERGIO RIZO RESIDENCE 173 NW 108TH STREET, MIAMI SHORES, FL 33168 (CUSTOMER: SERGIO RIZO DESIGNER: Cesar Castillo P.E STATE OF FLORIDA REG. # 68447 CODES AND SPECIFICATIONS: FLORIDA BUILDING CODE 2020 7TH EDITION ALUMINUM DESIGN MANUAL 2015 A.S.C.E 7-16 ..i��e� CAa'9 �••n�✓°� ® N e a t`k�15s t, E SOE #179 o Y" S ° n pp ke. JUN 0 2922 0444 I. CAVV& P - E Florida RE #: 68447 13155 SW 134th Street, Suite#119, Miami, Florida 33186 - Phone -Fax # ALUMINUM FENCE H=5' -6" - CALCS DESIGN CRITERIA & APPLICABLE CODES CODES: - F.B.0 2020 7TH EDITION -A.S. C. E 7-16 -ALUMINUM DESIGN MANUAL 2015 SOLID FREESTANDING WALL WIND LOAD CALCULATIONS - Z < 60 ft WIND CODE= ASCE 7-16 WINDSPEED= 115 MPH FBC 2020 - 1609.3.1 60 MEAN HEIGHT: Z= 5.50 ft EXPOSURE CATEGORY= "C" FBC 2020 - 1609.4.3 Aef=Efective area= 5.0 ft X 5.50 ft = Kzt= 1 Section 26.8-2 ASCE 7-16 Kd= 0.85 Table 26.6-1 ASCE 7-16 Kz= 0.85 Table 26.10-1 ASCE 7-16 (For 0<h<15ft) qh= 0.00256 * Kz * Kzt Kd * V2 - Section 30.3-1 24.46 psf And: B= 5.0 ft - Width of Panel S= 5.50 ft - Height of Panel h= 5.50 ft - Vertical distance from top of panel to ground surface B/s= 0.91 Aspect ratio s/h= 1.0 Clearance ratio G= 0.85 Gust -effect factor from section 26.11-1 Cf= 1.47 Fig. 29.3-1 - Using B/s=0.91 and s/h=1.0 W design = qh x G x Cf Wind design Pressure Section 29.4.1 30% Opening 6 = 70% Ratio of Solid Area to Solid Area R = 1 - (1 - 6)15 = 84% Factor of Reduction for given 6 PASD = 0.6W desing x R = 15.33 Psf - CRITICAL ASD DESIGN CHECKING LOADS COMBINATIONS. - ASCE 7-16 I.- D+L 3.- 0.6D+0.6W 2.- D+0.6W CHECKING CRITICAL POST Try (1) ALUMINUM SQ.T 3"x3"x1/8" A= 1.44 in2 Sxx= 1.32 in3 Critical Cantilever Span, L = s = 5.50 ft (Welded - See reference ADM 2015 - Table 2-19W) - Elements in Flexural Compression With: X = b / t = 24.0 < Then Fb(Welding elements in flexure) = 13.60 Ksi With: 7 = b I t = 24.0 < Then Fv(Welding elements in flexure) = 5.50 Ksi w= P As0 i0- o 1, Al 253-9442 28 ft2 36.20 6061T6 Alloy 47.50 6061 T6 Alloy 76.63 lb/ft o f S i /avf ®' :Irv6 ® 40NF. # (30 586' J U N 2 0.2012 0444 f° P. E Florida RE # : 68447 13155 SW 134th Street, Suite#119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 = Critical Bending Moment: M= w x L2 1158.96 lb-ft 2 M= 1159 lb-ft = 13908 lb -in Critical Shear Load : V= w x L = 421.44 lb-ft Checking to Bending: S rq'd = M = 1.02 in3 Fb Sxx= 1.32 in3 > 1.02 in3 OK Checking to Shear: fv = 2 (VIA) = 586 psi < ' 5500 psi OK USE POST: (1) ALUMINUM SQ.T 3"x3"x1/8" CHECKING POST EMBEDMENT AS PER F.B.0 2020 (SECTION 1807.3) For Constrained: d= SQRT(4.25 -( (P'h)/(S3 ` b ))) A = 2.34 P / ( S1 b) For Unconstrained: d= 0.5A(1+(1+(4.36h/A)) (1/2)) diameter of round post or diagonal dimension of square post or footing, ft b= d= depth of embedment in earth in feet but not exceed 12 feet for purpose of this calculation P= applied load, in Ibs, at a distance h from the ground h= distance in feet from ground to point of application of P. S1= allowable lateral soil bearing pressure in pfs as per table 1806.2 based on a depth of 1/3d. S3= allowable soil bearing pressure in pfs as per table 1806.2 based on a depth equal to d. d= 3.00 ft Enter b = 1.00 ft (12" �) Enter P = 421 lb Enter h= 3.03 ft Lateral Bearing= 690 psf/ft - As Table 1806.2 - Worst Case S1= 690 psf S3= 2070 psf A= 1.429 ft2 Then d = 3.0 .; , j ft - Unconstreained *ALUMINUM R.T 3"X1"X118" AS PICKET.......................................IS OK �oot6GYtflbiiF °CNSu I NECHZ �. � - ° cerbo � ANAL `1111t ` pU 2 D loll CW44 I. le"z:& P - E Florida P.E # : 68447 13155 SW 134th Street, Suite#119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 ALUMINUM PEE)ESTRIAN GATE W=61 -011 - CALCS DESIGN CRITERIA & APPLICABLE CODES CODES.- - F.B.0 2020 - A.S.C.E 7-16 - ALUMINUM DESIGN MANUAL 2015 SOLID FREESTANDING WALL WIND LOAD CALCULATIONS - Z < 60 ft WIND CODE= ASCE 7-16 WINDSPEED= 115 MPH FBC 2020 - 1609.3.1 60 MEAN HEIGHT: Z= 5.50 ft EXPOSURE CATEGORY- "C" FBC 2020 - 1609.4.3 Aef=Efective area= 6.0 ft X 5.50 ft = Kzt= 1 Section 26.8-2 ASCE 7-16 Kd= 0.85 - Table 26.6-1 ASCE 7-16 Kz= 0.85 - Table 26.10-1 ASCE 7-16 (For 0<h<15ft) qh= 0.00256 * Kz * Kzt Kd * V2 - Section 30.3-1 24.46 psf And: B= 6.0 ft s= 5.50 ft h= 5.50 ft B/s= 1.09 s/h= 1.0 G= 0.85 Cf= 1.45 W design = qh x G x Cf 30% 6 = 70% PASD = 0.6W desing x R = n 33 -Width of Panel Average Height of Panel Average Vertical distance from top of panel to ground surface Aspect ratio Clearance ratio Gust -effect factor from section 26.11-1 Fig. 29.3-1 - Using B/s=1.09 and s/h=1.0 Wind design Pressure Section 29.4.1 Opening Ratio of Solid Area to Solid Area Factor of Reduction for given 6 15.12 Psf - CRITICAL ASD DESIGN CHECKING LOADS COMBINATIONS. - ASCE 7-16 I.- D+L 3.- 0.6D+0.6W 2.- D+0.6W CHECKING CRITICAL POST Try (1) ALUMINUM SQ.T 4"x4"x1/8" A= 1.94 in2 Sxx= 2.43 in3 Critical Cantilever Span, L = s = 5.50 ft (Welded - See reference ADM 2015 - Table 2-19W) - Elements in Flexural Compression With: k = b / t = 32.0 < 36.20 Then Fb(Welding elements in flexure) = 13.60 Ksi - 6061T6 Alloy With: X = b / t = 32.0 < 47.50 Then Fv(Welding elements in flexure) = 5.50 Ksi - 6061T6 Alloy e�tv.A11I I If fBB/�® r P * (B ��®+�� !. CA ° 83.14 W= ASD y0 •e•• s v • i" :C, UIOfVri CONS Ss1S55W �,32 tillUI I3 a a 4r' Ha • f .t � 1i` �. ft2 �L7H JUN2Q 2 CW4 1. P. E Florida RE # : 68447 13155 SW 134th Street, Suite#119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 Critical Bending Moment: M= w x L2 = 1257.51 lb-ft 2 M= 1258 lb-ft = 15090 lb -in Critical Shear Load : V= w x L = 457.28 lb-ft Checking to Bending: S rq'd = M = 1.11 in3 Fb Sxx= 2.43 in3 > 1.11 in3 OK Checking to Shear: fv = 2 (V/A) = 472 psi < 5500 psi OK USE POST: (1) ALUMINUM SQ.T 4"x4"x1/8" CHECKING FRAME ELEMENT Try (1) ALUMINUM SQ.T 2"x2"x1/8" A= 0.94 in2 Sxx= 0.55 in3 Critical Cantilever Span, L = s = 5.0 ft (Welded - See reference ADM 2015 - Table 2-19W) - Elements in Flexural Compression With: k = b / t = 16.0 < 36.20 Then Fb(Welding elements in flexure) = 13.60 Ksi 6061T6 Alloy With: ).=b/t= 16.0 < 47.50 Then Fv(Welding elements in flexure) = 5.50 Ksi 6061T6 Alloy W= PASD B / 4 = 22.67 Ib/ft Critical Bending Moment: M= w x L2 - 283.44 lb-ft 2 283 lb-ft = 3401 lb -in Critical Shear Load : V= w x L = 113 lb-fl Checking to Bending: S rq'd = M = 0.25 in3 Fb Sxx= 0.55 > 0.25 in3 OK Checking to Shear: fv = 2 (VIA) = 242 psi < 5500 psi OK USE FRAME: (1) ALUMINUM SQ.T 2"x2"x1/8" A f R •0s � rr • U ./ sd JUNI 6-34401 ssr ®aoaspe° ��`i fit 4 EN�l�,��6 CW,t4 I. CAIV& P - E Florida P.E # : 68447 13155 SW 134th Street, Suite#119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 CHECKING POST EMBEDMENT AS PER F.B.0 2020 (SECTION 1807.3) For Constrained: d= For Unconstrained: d= b= d= P= h= S1= S3= d= Enter b = Enter P = Enter h= Lateral Bearing= S1= S3= A= Then: SQRT( 4.25 *( (P*h)/(S3 * b ))) A = 2.34 P / (S1 b) 0.5A(1+(1+(4.36h/A)) (1/2)) diameter of round post or diagonal dimension of square post or footing, ft depth of embedment in earth in feet but not exceed 12 feet for purpose of this calculation applied load, in Ibs, at a distance In from the ground distance in feet from ground to point of application of P. allowable lateral soil bearing pressure in pfs as per table 1806.2 based on a depth of 1/3d. allowable soil bearing pressure in pfs as per table 1806.2 based on a depth equal to d. 3.00 ft 1.0 ft (12" �) 457 lb 3.03 ft *ALUMINUM R.T 3"X1"X118" AS PICKET.......................................IS OK ,:;a�aEasba�, o��Pp�srA ®3®® 14✓ j�a tl�tl5 n �bv �ri B f -944 a r, J U N 2 0 2022 cw,4 I. C44V& P - E Florida P.E # : 68447 13155 SW 134th Street, Suite#119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 ALUMINUM PEDESTRIAN GATE W=3' -011 - CALCS DESIGN CRITERIA & APPLICABLE CODES CODES: - F.B.0 2020 -A.S.C.E 7-16 -ALUMINUM DESIGN MANUAL 2015 SOLID FREESTANDING WALL WIND LOAD CALCULATIONS - Z < 60 ft WIND CODE= ASCE 7-16 WINDSPEED= 115 MPH FBC 2020 - 1609.3.1 MEAN HEIGHT: Z= 5.50 ft < 60 EXPOSURE CATEGORY- "C" FBC 2020 - 1609.4.3 Aef=Efective area= 3.0 ft X 5.50 ft = Kzt= 1 Section 26.8-2 ASCE 7-16 Kd= 0.85 - Table 26.6-1 ASCE 7-16 Kz= 0.85 -Table 26.10-1 ASCE 7-16 (For 0<h<15ft) qh= 0.00256 * Kz * Kzt Kd * V2 - Section 30.3-1 24.46 psf And: B= 3.0 ft s= 5.50 ft h= 5.50 ft B/s= 0.55 s/h= 1.0 G= 0.85 Cf= 1.55 W design = qh x G x Cf 30% E = 70% R=1-(1-6)"s= 84% PASO = 0.6W desing x R = 17 Width of Panel Average Height of Panel Average Vertical distance from top of panel to ground surface Aspect ratio Clearance ratio Gust -effect factor from section 26.11-1 Fig. 29.3-1 - Using B/s=0.55 and s/h=1.0 Wind design Pressure Section 29.4.1 - Opening - Ratio of Solid Area to Solid Area - Factor of Reduction for given 6 16.16 Psf - CRITICAL ASD DESIGN CHECKING LOADS COMBINATIONS. - ASCE 7-16 1._ D+L 3.- 0.6D+0.6W 2.- D+0.6W CHECKING CRITICAL POST Try (1) ALUMINUM SQ.T 4"x4"x1/8" A= 1.94 in2 Sxx= 2.43 in3 Critical Cantilever Span, L = s = 5.50 ft (Welded - See reference ADM 2015 - Table 2-19W) - Elements in Flexural Compression With: ?,=bIt= 32.0 < 36.20 Then Fb(Welding elements in flexure) = 13.60 Ksi 6061T6 Alloy With: X = b I t = 3p®gtjgjjjjj<,: 47.50 Then Fv(Welding elements in flexure) _ ®Q0®®�.`�5�e�"F 6061T6 Alloy �6Q' �m•o°eo�o� c'=: * 2 r 1,° � 64.64 w= Pnso (� / gs� i ray I l J4e�+y'iBb� S 67 i • I1f It;r4 RID`s., ft2 Ib/ft et4m f. 0"v& P Florida RE # : 68447 13155 SW 134th Street, Suite#119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 Critical Bending Moment : M= w x L2 = 977.63 lb-ft 2 M= 978 lb-ft = 11732 lb -in (:ritiral Shear Load : V= w x L = 355.50 lb-ft S rq'd = M = 0.86 in3 Fb Sxx= 2.43 in3 > 0.86 in3 OK Checking to Shear: fv = 2 (V/A) = 367 psi < 5500 psi OK USE POST: (1) ALUMINUM SQ.T 4"x4"x1/8" CHECKING FRAME ELEMENT Try (1)ALUMINUM SQ.T 2"x2"xl/8" A= 0.94 in2 Sxx= 0.55 in3 Critical Cantilever Span, L = s = 5.0 ft (Welded - See reference ADM 2015 - Table 2-19W) - Elements in Flexural Compression With: k = b / t = 16.0 < 36.20 Then Fb(Welding elements in flexure) = 13.60 Ksi 6061T6 Alloy With: 1•_=b/t= 16.0 < 47.50 Then Fv(Welding elements in flexure) = 5.50 Ksi 6061T6 Alloy w= PAso B / 2 = 24.24 Ib/ft Critical Bending Moment: M= w x L2 = 302.98 lb-ft 2 303 lb-ft = 3636 lb -in Critical Shear Load : V= w x L = 121 lb-ft Checking to Bending: S rq'd = M = 0.27 in3 Fb Sxx= 0.55 > 0.27 in3 OK Checking to Shear: fv = 2 (V/A) = 259 psi < 5500 psi OK USE FRAME: (1) ALUMINUM SQ.T 2'W"x1/8" l,;l,•/t�tp•'PIB��fi�,�a e f0 C aW a IH �G a 9gi0t. �L1� L 04M 1. C"WtP P Florida P.E # : 68447 13155 SW 134th Street, Suite#119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 CHECKING POST EMBEDMENT AS PER F.B.0 2020 (SECTION 1807.3) For Constrained: d= SQRT( 4.25'( (P'h)/(S3' b ))) For Unconstrained: d= 0.5A(1+(1+(4.36h/A))1(1/2)) A = 2.34 P I ( S11b) b= diameter of round post or diagonal dimension of square post or footing, ft d= depth of embedment in earth in feet but not exceed 12 feet for purpose of this calculation P= applied load, in Ibs, at a distance h from the ground h= distance in feet from ground to point of application of P. S1= allowable lateral soil bearing pressure in pfs as per table 1806.2 based on a depth of 1/3d. S3= allowable soil bearing pressure in pfs as per table 1806.2 based on a depth equal to d. d= 2.75 ft Enter b = 1.0 ft (12" �) Enter P = 356 lb Enter h= 3.03 ft Lateral Bearing= 690 psf/ft -As Table 1806.2 - Worst Case S1= 633 psf S3= 1898 psf A= 1.315 ft2 Then d = 2.7 '.. ` " ft - Unconstreained *ALUMINUM R.T 3"X1"X1/8" AS PICKET.......................................IS OK JUN 2 0 ?012 Diagrams B t go stxro stctt oa Us h sl2 o.osh fRrrE$TMI:KNG WAL h s=hIF ..� ORO=DACE caou140 SURFAM ELEVATION VIEW CROSS-SECTION VIEW F /� F LU-f vrNp l- K- e= 0.28 �vu+c F F F P.McLe F WMI I I I i WM MID e = 0.2B --vGE F F CASE A CASE B CASE C PLAN VIEWS Notation B = Horizontal dimension of sign, in ft (m) e = Eccentricity of force, in ft (m) F = Design wind force for other structures, in lb (N) h = Height of the sign, in ft (m) L,. = Horizontal dimension of return corner, in ft (m) Rmi„ = t/min (B and s) Rmax = t/max (B and s) s = Vertical dimension of the sign, in ft (m) t = Thickness of the sign in ft (m) e = Ratio of solid area to gross area Force Coefficients, Cf, for Case A and Case B Aspect Ratio, Bls Clearance Ratio, s/h 50.05 0.1 0.2 0.5 1 2 4 5 10 20 30 >45 1 1.80 1.70 1.65 1.55 1.45 1.40 1.35 1.35 1.30 1.30 1.30 1.30 0.9 1.85 1.75 1.70 1.60 1.55 1.50 1.45 1.45 1.40 1.40 1.40 1.40 0.7 1.90 1.85 1.75 1.70 1.65 1.60 1.60 1.55 1.55 1.55 1.55 1.55 0.5 1.95 1.85 1.80 1.75 1.75 1.70 1.70 1.70 1.70 1.70 1.70 1.75 0.3 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.80 1.85 1.85 1.85 0.2 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.85 1.90 1.90 1.95 < 0.16 1.95 1.90 1.85 1.85 1.80 1.80 1.85 1.85 1.85 1.90 1.90 1.95 FIGURE-2"-l-DesigrrWind-Loads-(Afl-Heights): Force-C-oefficients-c-f for-ether-Structures-bona-r-reestanuing-vvaifb-aiiu- ilia--- Freestanding Signs continues Minimum Design Loads and Associated Criteria for Buildings and Other Structures 323 Force Coefficients, Cf, for Case C Aspect Ratio, @/s Region (horizontal distance 6 7 8 9 10 13 >45 from windward edge) 2 3 4 5 0 to s 2.25 2.60 2.90 3.10* 3.30* 3.40* 3.55* 3.65* 3.75* 4.00* 4.30* s to 2s 1.50 1.70 1.90 2.00 2.15 2.25 2.30 2.35 2.45 2.60 2.55 2s to 3s 1.15 1.30 1.45 1.55 1.65 1.70 1.75 1.85 2.00 1.95 3s to IOs 1.10 1.05 1.05 1.05 1.05 1.00 0.95 1. 1.85 3s to 4s 1.35 1.85 4s to Ss 0.90 1.10 Ss to IOs 0.55 0.55 > lOs :1Valuesshall be multiplied by the following reduction factor when a return corner is present: L,./S Reduction Factor 0.3 0.90 1.0 0.75 >2 0.60 Notes Plan view of wall or sign t with return corner W N0, $ 1. The term "signs" in these notes also applies to freestanding walls. 2. Signs with openings comprising less than 30% of the gross area are classified as solid signs. Force coefficients for solid signs with openings shall be permitted to be multiplied by the reduction factor (1 - (1 - e) t.$) 3. To allow for both normal and oblique wind directions, the following cases shall be considered: For s/h < 1: Case A: Resultant force acts normal to the face of the sign through the geometric center. Case B: Resultant force acts normal to the face of the sign at a distance from the geometric center toward the windward edge equal to 0.2 times the average width of the sign. For double-faced signs with all sides enclosed and R,,,,,r < 0.4, it is permitted to use force eccentricity, e = (0.2 - 0.25R,,,,,)B. For double-faced signs with all sides enclosed and R < 0.75, it is permitted to multiply tabulated CJ values in Cases A and B by the reduction factor, (1-0.133Rni,,). For B/s > 2, Case C must also be considered; Case C: Resultant forces act normal to the face of the sign through the geometric centers of each region. For s/h = 1: The same cases as above except that the vertical locations of the resultant forces occur at a distance above the geometric center equal to 0.05 times the average height of the sign. 4. For Case C where sAi > 0.8, force coefficients shall be multiplied by the reduction factor (1.8 - s/h). It is permitted to apply this reduction with those specified in Note 3. 5. Linear interpolation is permitted for values of sA2, B/s, and L,/s other than shown. FIGURE 29.3-1 (Continued). Design Wind Loads (All Heights): Force Coefficients, Cfi for Other Structures -Solid Freestanding walls ana solta Freestanding Signs 324 STANDARD ASCE/SEI 7-16 conditions and locations of buildings and other structures meet all of the following conditions: 1. The hill, ridge, or escarpment is isolated and unobstructed upwind by other similar topographic features of comparable height for 100 times the height of the topographic feature (100H) or 2 mi (3.22 km), whichever is less. This distance shall be measured horizontally from the point at which the height H of the hill, ridge, or escarpment is determined. 2. The hill, ridge, or escarpment protrudes above the height of upwind terrain features within a 2-nu (3.22-km) radius in any quadrant by a factor of 2 or more. 3. The building or other structure is located as shown in Fig. 26.8-1 in the upper one-half of a hill or ridge or near the crest of an escarpment. 4. H/Li, > 0.2. 5. H is greater than or equal to 15 ft (4.5 m) for Exposure C and D and 60 ft (18 m) for Exposure B. 26.8.2 Topographic Factor. The wind speed -Lip effect shall be included in the calculation of design wind loads by using the factor K-,: Kz,=(1+KlKzK3)'- (26.8-1) where Ki, K,, and K3 are given in Fig. 26.8-1. If site conditions and locations of buildings and other stric- tures do not meet all the conditions specified in Section 26.8.1, then K_t =1.0. 26.9 GROUND ELEVATION FACTOR The ground elevation factor to adjust for air density, Ke, shall be determined in accordance with Table 26.9-1. It is permitted to take K, = 1 for all elevations. 26.10 VELOCITY PRESSURE 26.10.1 Velocity Pressure Exposure Coefficient. Based on the exposure category detenmined in Section 26.7.3, a velocity pressure exposure coefficient, K. or Kt„ as applicable, shall be determined from Table 26.10-1. For a site located in a transition zone between exposure categories that is near to a change in ground surface roughness, intermediate values of K= or K1i Table 26.9-1 Ground Elevation Factor, K. Ground Elevation above Sea Level Ground Elevation Factor ft m Ke <0 <0 See note 2 0 0 1.00 1,000 305 0.96 2,000 610 0.93 3,000 914 0.90 4,000 1,219 0.86 5,000 1,524 0.83 6,000 1,829 0.80 >6,000 >1,829 See note 2 Notes 1. The conservative approximation K, =1.00 is permitted in all cases. 2. The factor Kr shall be determined from the above table using interpo- lation or from the following formula for all elevations: = e 0 000036' ound-elevation-above-sea-level-iri-tt). Ke =e 0.0001 19<" (zs = ground elevation above sea level in m). 3. Ke is permitted to be take as 1.00 in all cases. Table 26.10-1 Velocity Pressure Exposure Coefficients, Kh and KZ Height above Ground Level, z Exposure It m B c D 0-15 0-4.6 0.57 (0.70)" 0.85 1.03 20 6.1 0.62 (0.70)" 0.90 1.08 25 7.6 0.66 (0.70)a 0.94 1.12 30 9.1 0.70 0.98 1.16 40 12.2 0.76 1.04 1.22 50 15.2 0.81 1.09 1.27 60 18.0 0.85 1.13 1.31 70 21.3 0.89 1.17 1.34 80 24.4 0.93 1.21 1.38 90 27.4 0.96 1.24 1.40 100 30.5 0.99 1.26 1.43 120 36.6 1.04 1.31 1.48 140 42.7 1.09 1.36 1.52 160 48.8 1.13 1.39 1.55 180 54.9 1.17 1.43 1.58 200 61.0 1.20 1.46 1.61 250 76.2 1.28 1.53 1.68 300 91.4 1.35 1.59 1.73 350 106.7 1.41 1.64 1.78 400 121.9 1.47 1.69 1.82 450 137.2 1.52 1.73 1.86 500 152.4 1.56 1.77 1.89 "Use 0.70 in Chapter 28, Exposure B, when z < 30 ft (9.1 m). Notes 1. The velocity pressure exposure coefficient Kz may be determined from the following fonnula: For 15 ft (4.6 m) < z < z, K. = 2.01(z/z,)2/" For z < 15 ft (4.6 m) K. =2.01(15/z,)--/" 2. a and z, are tabulated in Table 26.11-1. 3. Linear interpolation for intermediate values of height ,. is acceptable. 4. Exposure categories are defined in Section 26.7. between those shown in Table 26.10-1 are permitted provided that they are determined by a rational analysis method defined in the recognized literature. 26.10.2 Velocity Pressure. Velocity pressure, q,, evaluated at height z above ground shall be calculated by the following equation: q_=0.00256KZK,KdK,V'-(lb/ft'-); Vinmi/h (26.10-1) q,=0.613KK_,KdK,V'-(N/m'-);Vinm/s (26.10-1.si) where K- = velocity pressure exposure coefficient, see Section 26.10.1. K,t = topographic factor, see Section 26.8.2. Kd = wind directionality factor, see Section 26.6. Ke = ground elevation factor, see Section 26.9. V = basic wind speed, see Section 26.5. q, = velocity pressure at height z. The velocity pressure at mean roof height is computed as qh = q. evaluated from Eq. (26.10-1) using K- at mean roof -height h. The basic wind speed, V, used in determination of design wind loads on rooftop structures, rooftop equipment, and other 268 STANDARD ASCE/SEI 7-16 Table 2-19W ALLOWABLE STRESSES F1.0 (k/in2) FOR BUILDING -TYPE STRUCTURES (WELDED) 6061 - T6 13221,B241,B429 6061 - T6510 B221 Axial Tension Section F111 6061 - T6511 B221 axial tension stress on net effective area D.2b 12.3 6061 - T6 B247 0.000 to 4.000 in. thick axial tension stress on gross area D.2a 9.1 6061 - T6 B308 0.062 thick and greater Shear or torsion 6351 - T5 B221 0.000 to 1.000 in. thick Shear or torsion rupture G, H.2 7.4 Ftrw = 15 k/in2 Bearing F.yn. = 15 k/in2 bolts or rivets on holes J.3.6a, J.4.6 24.6 Ft.. = 24 k/in2 bolts on slots, pins on holes, J.3.6b, 2 flat surfaces J.6.5, J.8 16.4 E = 10,100 k/in screws in holes J.5.5.1 16.0 kt = 1 Welded with 5183, 5356, or 5556 or welded with 4043, 5554, or 5654 and < 0.375" thick 1 F/O fnr A - A. L Fln fnr A, < A < A, A, FID for A > A7 0.00007 A2 - Axial Compression - member buckling E.2 kUr 9.1 21.8 0.066A+ 10.5 133 51,352/AZ Flexure - lateral -torsional buckling F.4 see F.4.2 - see F.4 133 60,414/A2 Elements - Uniform Compression flat elements supported on one edge in columns B.5.4.1 b/t 9.1 9.0 12.0-0.327A 25 2,417/A2 whose buckling axis is not an axis of symmetry flat elements supported on one edge B.5.4.1 b/t 9.1 9.0 12.0- 0.327A 18.4 111/A in all other columns and all beams flat elements supported on both edges B.5.4.2 b/t 9.1 28.2 12.0 - 0.105A 58 346/A flat elements supported on both edges B.5.4.4 As 9.1 21.8 10.2 - 0.051 A 133 60,414/A2 and with an intermediate stiffener round hollow elements B.5.4.5 Rb/t 9.1 46.4 11.8 - 0.396A1/2 389 3,776/(Akn)t flat elements - direct strength method 6.5.4.6 Ae 9.1 45.1 12.0 - 0.065A 92 554/A Elements - Flexural Compression flat elements supported on both edges B.5.5.1 b/t 13.6 36.2 16.0-0.065A 123 982/A flat elements supported on tension edge, B.5.5.2 b/t 13.6 6.7 16.0 - 0.350A 30 4,932/A2 compression edge free flat elements supported on both edges B.5.5.3 b/t 13.6 81.2 16.0-0.029A 275 2,201/A and with a longitudinal stiffener pipes and round tubes 13.5.5.4 Rb/t 17.7 - 0.933A" 120.8 11.8 - 0.396A1t2 389 3,776/(Ak )t flat elements - direct strength method 6.5.5.5 As, M Sxc, 45.1 see 13.5.5.5 123 554/A Elements - Shear flat elements supported on both edges G.2 b/t 5.5 47.5 7.3 - 0.038A 126 38,665/AZ flat elements supported on one edge G.3 b/t 5.5 19.8 7.3 - 0.092A 53 6,713/A2 pipes and round or oval tubes G.4 Ap* 5.5 80.0 9.5 - 0.050A 126 50,264 /A2 Tnrsinn - nines and round or oval tubes H.2.1 Ap* 5.5 1 47.5 7.3 - 0.038A 126 38,665/A2 *AP = 2.9(Rb/t)5/e(L/Rb)1/4 tkn = (1+A1/2/35) VI-62 Copyright The Aluminum Association Inc. Order Number: W1695902 Provided by IHS under license with AA Sold toMALL VISION CORP [1507641000011- WVC901@YAHOO.COM, January 2015 DATE: 06/16/22 DRAWING DMG REVISIONS BY x Y 4 ' vQ .f a , �/f a is � V•!/ � 9#�' ................ _ , , , , , , , , , , , ' , , , , , , , , , , , , , , , a � ? D ' D D a a a a a a a a a D a D D > a a a a D a a —}LX • a Da D T , �Da a _ + ? +�a a a 3 tia(�IP �^�— t�-R 4 cn j fle /it fA,41, wo D) a D D a a) �,` 1 \ i .•.. a D D D ) f T' D 3' D 3 J i f � 'D a i > a a D a ALUMINUM FIXED PANELS H 5' 6" SEE DETAILS -ter k w' ALUMINUM PEDESTRIAN SINGLE GATE 3'-0"x5'-61 p - SEE DETAIL Q ` t Ail a #�:; •54rlt -E.c-a 111: ' , , a , T> ♦ a _ �_�.�/\ -f D D a ' i L�� 3 > ' D ` 3 � a� �>Y- ` 3 ��I.. > D a —'— ,— ••—: a� a a D a a a a a a a i > a a • > a , > > > , i , i , > , y Y y , ; , ; ' a , , > ; ; , a > /�' • a i a a D a e. D ? ) D ) a 3 ) D ' ) • ? > a a D i D a a a a a i r a > , . , , , , > . , , ., , _ , , _ .. _ + ., t 100 co co co W co LL = _O W co CD z w rf' � _ co I� Q co � W � W co LLJ Q r- LL U L/) � o w �CD O W Z o < Q Q_ SHEET DESCRIPTION LOCATION PLAN SHEET: 1 OF 2 SD-1 LOCATION PLAN in 6'-0" CAP T-0" T-0" ALUM FRAME SQ.T. 2"x2:xy" ALUM HEAVY DUTY HINGES *;I TYPICAL II ALUM PICKETS RT. 3"x1 "x%" r SPHERE �IREJECTE I II' • ALUM POST SQ.T. 4"x4"xY" ALUM FRAME SQ.T. 2"x2:xy" ALUM HEAVY _ DUTY HINGES TYPICAL ALUM PICKETS RT. 3"x1 "xY8' LOCK 4"0 SPHERE REJECTE ALUM POST SQ.T. 4"x4"xY8" �✓4. ° M ° •� o N CONCRETE FOOTING fc=3000Psi A >� 7' , 0 ALUMINUM PEDESTRIAN SINGLE GATE 3'-0"x5'-6" ALUMINUM FIXED FENCE H=5'-6" ELEVATION ALUMINUM FIXED FENCE H=5'-6" TOP VIEW CAP ALUM POST SQ.T. 3"x3"xy" 4"0 SPHERE REJECTE ALUM PICKETS RT. 3"x 1 "xy" CONCRETE FOOTING fc=3000Psi ALUM POST SQ.T. 3"x3"xy" ALUM PICKETS RT. 3"x 1 "x' /" a U ALUMINUM NOTES : — ALL STRUCTURAL ELEMENTS TO BE ALUMINUM 6061—T6. — ALL CONNECTIONS TO BE FULLY WELDED 16"—ER5356 — ALL STRUCTURES DESIGNED IN ACCORDANCE WITH: F.B.0 2020 7TH ED A.S.C.E 7-16 EXPOSURE "C", V = 115MPH ALUMINUM DESIGN MANUAL 2015 FIRE PREVENTION CODE 2015 — NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD BEFORE PROCEEDING WITH THE WORK. — ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR MASONRY MATERIALS SHALL BE PROTECTED WITH HEAVY —BODIED BITUMINOUS PAINT. — SOIL CONDITIONS AT THE SITE ARE SAND AND ROCK WITH MINIMUM SOIL BEARING CAPACITY 2000 psf. — CRITICAL GRAVITY BEARING LOAD < 2000 psf ivQ DATE: 06/16/22 DRAWING DMG REVISIONS BY c® i �... tM U) x c . qL,c`cO,04o {�� w N� add o 0 2 co '9�na1� Ja" 00 I— co w o) w c'') O ry LL O_00 w (3 o ry IY � = w U) Z M ti Q co co w co 0 w co QLL U o W w o w Z �_ O < � r _Q SHEET DESCRIPTION DETAILS - NOTES SHEET: 2 OF 2 SD-2