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FW-10-22-2604Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 41 NW 109TH ST, Miami Shores, FL 33168 1121360030290 Contacts Fees Amount Application Fee - Other $50.00 CCF $1.80 Contractor Registration Fee - First Time $50.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.90 Planning and Zoning Review Fee $70.00 Scanning Fee $9.00 Structural Review ($60) $60.00 Technology Fee $10.00 Wire and Wood Fence Fee $50.00 Total: $305.70 Expiration: 05/01/2023 Payments Date Paid Amt Paid Total Fees $305.70 Credit Card 10/31/2022 $305.70 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 ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. RS AFWAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws ng c;9KAruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. % 1t rized Signature: Ovvtj�pr / Applicant / Contractor / Agent October 31, 2022 Page 2 of 2 Miami Shores Village ENXE ED BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Building Department OCT 13 2022 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. Fell' It) —Z 2 m 2,loc;q Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: q l hj u, In d fi City: Miami Shores County: Miami Dade Zip: 3I619 Folio/Parcel#: U�)� ` C�Z l) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): h octj jLsd f 1 Phone#: 0% ' CJK�• ,5�� City: `�is6 ,n , sk'QL c S State: ic Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: I -C ��91/�S �'YU��) ��'t j' �V6� h ne#: 2'10S"'341'7--`iS3 Address: ILID (6 J&-iC br- .-c- F-_ 14�!3 City: /%� i Ct v v� n� State: F1 Zip: 13 Qualifier Name: Iti c q I S G-.'t Phone#: - t S 3 y State Certification or Registration #: G &C US y _3 ';L• 9 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: 1Zip: Value of Work for this Permit: $ D zX66 Square/Linear Footage of Work: 0 j � % T � Type of Work: ❑ Addition ❑ Alteration ❑ New ) ❑ Repair/Replace ❑ Demolition � Description of Work: � ct d"Yi �S�G III' C, iMy'C�i I3TONZ_U /� A/C e Specify color of color thru tile: Submittal Fee $ 16� • 00 Permit Fee $ CCF $ ( :Rc) CX't'l'Vi't 4 -tay c*m $ 5z Scanning Fee $ q • 00 Radon Fee $ Z DBPR $ 2_- c� Notary $ Technology Fee $ l Q • &0 Training/Education Fee $ 1 D Double Fee $ Structural Reviews $ L U • f-G' r� Z. 10.16"t Bond $ TOTAL FEE NOW DUE $ '30 • 70 (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 ofter 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. Signatur UZ OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this `i day of G 120 'z -7by nn day of %�C, � � ` , 20 ':)-._ . by who is personally known to who is personally known to me or who has produced (V-) // 3�0 -066 ,11-S')- has me or who has produced as identification and who di z4•� , ODONEL CAS iILLO ( NOTARY PUBLIC: MY COMMISSION # GG 329101 f EXPIRES: May 2.0, 2023 (' '°` r``•`* bonded Thru Notary Public Undrnvrilers r �. Sign: Print: t�?i:�c•v�,_:� �i i`i 1�� Seal: identificati NOTARY P Sign: Print: Seal: APPROVED BY ((�Iti~" Plans Examiner Holz `lol ZiZ Zoning 6�1,q 71 Structural Review Clerk (Revised02/24/2014) Orc!ered By, Proudly Serving the Florida Real- �"i M7: iAt�I1) ' Estate Community &AAA for Over 20 Years %%orking fide,11C wo This survey shall not be used for comAructloiUpermitting purposes without written consent from the land surveyor who has slclned yd sealed this ,w pJ5 1-(-, 9 ct+. LOT 5 LOT 4 LOT 3 BLOCK 219 BLOCK 219 MIAM! SNORES EXTENSION PB 43/40 BLOCK 219 —x x- x x x 0 11 'f ASPHALT PAVEMENT 'C h ALLEY ' t - ''-S F.I.P. 112" M but -q a1 ea .?i N D. NAIL lD. O1J (NO. ID.) (NO. ID(.') / 17.0 1, d�►�.\ t 0.31' 9.69' a CL �I rn z r. Ova NI N �10 a Q 0.42' � 1 CONC �¢ 1, o i � to N M N .4.0 U) 5.70' n 0001 v CONC POOL �I WOOD ROOF WOOD 14. 78' ONE STORY Z.00' RESIDENCE v 0 41 N N r L 0.20' N 15.50' cq �22.95' ' o1 0.70' 6' WOOD `� 7.1 fis '� FENCE 2.5�r 0.30' MIA i� 0 F.I. P. 112" (NO. ID.) CONC POST 0 M r LOT 29 -CONC M BLOCK 219 , 1 SHORES EXTENSION PB 43/40 5' CSW 75.00' (P) 14.87 CONROL VALVE 0 ASPHALT 66.0' 75' RIGHT-OF-WAY (BY PLAT) 13.50'f ASPHALT PAVEMENT A 1 i A ( , — n . 1 01 1— — e— .— T ' WIRE FENCE t ►'t/1-1 'j ctj— l�ooG` S G OL, CEel46101( ekiSti-$ woo�Qerl �en�e ((0l,nt " . " 4 + ON PL da m,,,6 eA) 0 CL C3) 4t M �U 1,21 � N r (ZE co Lu 0.21' L1J I 0 1'-20' 6 P 254.32' (P) € u; °° F.LP. 1/2»,, (NO. ID.) B.C. F.I. P. 112» (NO. ID.) 12' PARKWAY o h r< ►M Ordered By: Proudly Serving ,F. the Florida Real .!'�.. M r. LAND �. r Estate Community ` for Over 20 Years W"IVAIFLANDS1. RVI( I:SC'l)\1 q, l ciioNpemtl llln q purposes I-Athnut wd It- --t from the land surveyor who has signed and sealed III Is survey. LOT 5 LOT 4 MIAMI SHORES EXTENSION LOT 3 BLOCK 219 BLOCK 219 PB 43140 BLOCK 219 --X—X- X X X X X X X X— 0 11'1 ASPHALT PAVEMENT b ALLEY 75.00' (P) M � N i F.I.P. 1/2" "' FND. NAIL (NO. ID.) ; (NO. 1D.) o 17.0' 1' to 1 CONC 1'© 1.-9.69'[Z!16.35' o 0) z Ncv Z.,« W � �F N m � A Q 0.42' RVVr `r WOOD I CON C 4' WIRE FENCE e POOL o' ON PL 7.70' Di ONE STORY 2.00' RESIDENCE 41 I O U o o # N N JC) �a N N m Q _ 4.0; 1 8' 20' m 22.95' AC 2 0.21' 11 15.50'^— a 14.87' $'0.70 6' WOOD ' 7' FENCE 2.5'0.30 CONROL VALVE 0 —cor+c N a LOT 29 M BLOCK 219 tuc,' MIAM SHORES EXTENSION 0 1-0PB 43140 P 254.32' (P) F.I.P. 1/2°m° F.1.P. 1/2 (N0. lD.) 5' CSW 75.00' P (NO. ID.) B.C. () F.I.P. 1/2„ (NO. ID.) POST ASPHALT 12' PARKWAY O 66.0' h h 75' RIGHT-OF-WAY (BY PLAT) M 13.50't ASPHALT PAVEMENT 1 � MEDIAN N.W. 109th STREET Property Address: 41 N.W. 109 Street Miami Shores, FLORIDA 33168 CORRECT REPRESENTATION OF A V 6N ED U NOERMYDIRECTION�. THISCOMPUES M.E. Land Surveying, Inc. WITH T HE MINIMUM TECHNICA FORTHBYTHESTATEOFFLORIDABOARDOF 10665 SW 190th Street PROFESSIONAL VEND SURVEY C'' YL^v. 17- 'THROUGH SJ-IT-052 FLORIDA ADMINISTRATIVE CODE FURS TATUES. SIGNED _ o m FOR THE FIRM Suite 3110 5 Miami, FL 33157 ME LAND EFRAIN LOPE2 5„ STATE OF FL l2142p g P.S.M. No. 6792 Phone: (305) 740-3319 7, NOT VAUD WITHOUT AND AUTHEM (?L �~ IC SIGNATURE AND AUTHENTICATED Fax:(305)669-3190 ELECTRONIC SEALANDIOR THIS MAPIS NOT VAUDWITHOUT THE SIGNATURE AND THEORIGINAL LB#: 7989 RAISED SEAT. OF A LICENSED SURVEYOR AND MAPPER Survey #:B-79948 Client File #: 20-0191 OR Page 1 of 2 Not valid without all pages J34 -' :ate", . ki ,i-.) Fence Good Side Out. The vertical and horizontal supporting m pf nce shall face the interior FLORIDA METAL PAohich the fence is located an the miss e side shall face the adjoining MINIAL NORM lot or any abutting right of way. 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 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 & 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. FENCE WIND LOAD AS PER ASCE 7-10 KD=0.85 WIND VELOCITY AS PER ASCE 7-10 MIAMI-DADE CATEGORY 2 ------ 115 mph (AS PER FBC 2017 SECTION 1616.2.1) 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. WR FMCE PLAN VIEW SCALE: 3/4"=1'-O" A'-n" 1AAV FENCE CONNECTIONS: - RAIL TO POSTS TO BE CONNECTED WITH (2) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL. ACCES HOLE AT RAILS TO BE PROVIDED FOR CONNECTION, OR BE J" WELD 1 " WELD LENGTH IN 2 OPOSTTE SIDES MINIMUM. - PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET (MIN), 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL, U OR BY 1/4" PUDDLE WELDS. 11r. rrd. CE �. ♦W SCALE: 3/4"=1'-0" CALCU LA LIONS in accordance with MC 2017 and ASCE 7-10 Wind load Calculation: General Data: Post Design Top and Bottom Design 0,06 Category I L (ft): 4 2 1/2x2 1/2x16Ga. Steel Galvanized 2x1x16Ga. Stl Galvanized S=0.47 IN' Exposure '_ - C Hpost(ft) 6 A-500 A-500 Z=0.58 IN' V (mph) 115.00 Fy (psi) 46000 Mmax. (lb -in) 13997 Mmax. (lb -in) 1166 Mmox=16.2*4*6*6/2 I. 1.00 A-500 Fb (psi) 27600 Zx (in "3) 0.58 Sx (in^3) 0.124 ? #- to Kd: 0.85 Fv (psi) 18400 fb (Psi) Mmax/Sx fb (Psi) Mmax/Sx M ASD=Mn/0 a h (ft): 6 Fy (psi) 36000 fb (psi) 24132 fb (psi) 9406.451613 R M Mn=Fy*Z =1.67 ASD=16 000 #-in Pd (P)_ ......._ 16.2 A-36 Fb (psi) 21600 ._ fb (Psi)<Fb _ OK fb (psi)<Fb OK Mmax < M ASD Fv (psi) 14400 Rail to Posts Connection Design Foundation Design (nonconstrained FBC 2017 -1807 3 2 D Actual Pullout 194.4 P 388.80 Lateral soil bearing 200' �2�" Allowable Pullout 200 Using 10-16 Hilti Kwik A 1.44 Footing Diameter (ft) 1.583 POSTS (16 GA) OK Flex Screw d 3.00 For poles 1806.3.4 2 S=0.124 IN' Mnri 6.2*6*.5*4*4/8 =1 166 #-in M ASD=Mn/0 , Mn=Fy*S R =1.67 M ASD=2 673 #-in Mmax < M ASD 0.0 u, L 2" RAILS ) SCALE: 1 1/2"=1'-0" 2x1x16 GA GALVANIZED STEEL TUBE RAIL TOP MEMBER 26 GA (MIN.) GALVANIZED METAL SHEET 2.5x2.5x16 GA. GALVANIZED STEEL POST SPACED ® ` 4'-0" MAX. O.C. i 2x1x16 GA GALVANIZED STEEL TUBE RAIL BOT. MEMBER 3000 PSI CONCRETE FOOTING 012"x4'-O" DEEP OR 019NY-0" DEEP OR 024"x2'-6" DEEP (TYP) ONLY FOR S AND FOLIATED ROCK I 012"x2'-9" DEEP (*) Li (*) SOIL SHALL BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLOf21DA LICENSED ENGINEER SHALL VISUAIJ INSPECT AND PROWOF-„,CERTIFIED LEITER ATTESTING S0. ,/,', ) , Zx=0.0054 in' Mmax=16.2*(6/ 12)**0.5* 1.33* 1.33* 12 Mmax=86.0 #-in M ASD=Mn/0 Mn=Fy*Z , Q =1.67 dRAIS�SA R. L M ASD=116.4 #-in QGONZAL6"'A 00 Mmax < M ASD 6" O I� p O O O 0 PICKETS (26 GA) 812 0 r--- ME3 18-0165 11 SD-1 1, all; 1A 1; COGRAL s® OR 1. ALL WORK SHALL CONTO FLORIDA BUILDING CODE 2017. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 8.THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. it. 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 RESPONSIBILTY OF OUR CLIENT. FENCE WIND LOAD AS PER ASCE 7-10 KD=0.85 WIND VELOCITY AS PER ASCE 7-10 MIAMI-DADE CATEGORY 2 - - - - - - 115 mph (AS PER FBC 2017 SECTION 1616.2.1) 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 4. -1 _-.___ In accordance with FBC 2017andASCE 7-10, _r Wind Speed from FBC 2017, Chapter 16, Section 1616.2 1 v=115 mph Wind load Calculation: General Data: 1?40): 5 Top and Bottom Design V (mph): 115.00 Fence Span(ft): 4 Gate Span(ft): 4 '(Gate Span Gate Leaf, not opening) 2x1x0.071 st galvanized Exposure C Hpost (ft) 6 Post Design _ _.. _. _ _ A-500 Gust Factor 0 85 Fy (psi) 46000 __ Steel galvanized A 500 _ Mmax. (lb -in) 2608 Cf: 1 30 _. .. A-500 Fb (psi) 27545 Section Mwmd MDR M... (Ib-in) Z„ (in^3) fb (psi) Sx (in^3) 0.124 Kd: 0.85 Fv (psi) 18400 2.5x2.5x16Ga 14012 ___ _ ._ _.._._. _ ._ 2880 14305 0.58 24663.7 fb (psi) Mmax/Sx h (ft): 6.00 Fy (psi) 36000 . fb (psi) 21029.E Kz: 0.85 A-36 Fb (psi) 21600 < fb (psi)�Fb OK �tl fb (psi)<Fb OK qz (psf : 16.2 Fv (psi) 14400 - -- Rail to Posts Connection Design Foundation Design (nonconstrained FBC 2017 -1807 3 2 1) (2017- - 18 - 06.2 Actual Pullout 32 P 583.83 Lateral soil bearing 20U Allowable Pullou 200 Using 10-16 Hilti Kwik A 2.1E Footing Diameter (ft) 1.58333 OK Flex Screw d (Depth) 3.95 For poles 1806.3 2' NEXT POST FENCE TO BE AT NO MORE THAN 4' 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) Ic GALVANIZED STEEL POST 2-1/2"x2-1/2"06GA 26 GA. (MIN.) GALVANIZED METAL SHEET DURA FENCE 2x1x16 GA. GALVANIZED STEEL FRAME GATE (TYP) HINGES TO RESIST 180 LBS 2x1x16 GA. GALVANIZED STEEL FRAME GATE C, (TYP) -1 GATE CONNECTIONS: - PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET (MIN), 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HIL11 OR APPROVED EQUAL. GALVANIZED STEEL POST 2-1/2"x2-1/2"06GA S=0.47 IN' Z=0.58 IN' Mmax=14 305 #-in M ASD=Mn/A , Mn=Fy*Z , Q =1.67 M ASD=16 000 #-in Mmax < M ASD 2 f POSTS (16 GA) 3'-0"/4'-0" MAX M SWGLE GATE i. VW SCALE: 3/4"=1'-O" 3'-0" /4'-0" MAX NEXT POST FENCE TO BE AT NO MORE THAN 4' ? 2022 TYF SWOU, GATE FAN VW SCALE: 3/4"=1'-O" S=0.124 IN' Mmax=2608 #-in M Aso=Mn/1 , Mn=Fy*S , 0 =1.67 M ASD=2 673 #-in Mmax < M ASD "I7 RAILS (16 GA) ' a I 6 0 1 io yt 3 KSI CONC. FOOTING 012"x4'-O" DEEP OR 019"x3'-O" DEEP OR 024"x2'-6" DEEP (TYP) APPLICABLE EXCLUSIVE ONLY FOR SEDIMENTARY AND �� FOUATED ROCK U 0 012"x2'-9" DEEP (*) I N - ALL GATE FRAMES TO BE CONNECTED BY ALL AROUND FILLET WELD. (*) SOIL SHALL BE VERIFIED TO BE CONSISTENT WITH THE MENTIONED CHARACTERISTICS. A FLORIDA LICENSED ENGINEER SHALL VISUALLY INSPECT AND PROVIDE A CERTIFIED LETTER ATTESTING SO. Zx=0.0054 in' Mmax=16.2*(6/12)*0.125*2.6*2.6*12 Mmax=83.0 #-in M ASD=Mn/R , Mn=Fy*Z , Q =1.67 M ASD=116.4 #-in 00 Mmax < M ASD 6" O � O O p �t- O 18-0165 PICKETS (26 GA) W ■ 1■ ❑RAISSA R. LOPEZ,PE ❑GONZALO A. PAZ,PE i/2018 SD-2 ��� 'F�.. ,