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REV-18-1942Miami Shores Village BUILDING PER IT APPLICATION UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING 0 MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF 0 CANCELLATION E SHOP f,, CONTRACTOR DRAWINGS JOB ADDRESS: ( 0 1 N E 9 (/ ) Budding 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 ler FBC201) h Master Permit No. t V/ 3 - 115 Sub Permit No. P,V 1$ — 114Z City: Miami Shores County: Miami Dade Zip: 313 g Folio/Parcel#: I ! 3 2 0 (0 — 0/ 3 b 9 0 Is the Building Historically Designated: Yes NO ✓ Occupancy Type: 911Si d• Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): -Flu fl 7. F 5 )4.Q )4 1 n 2 e., i Phone#: 1 0 C Z 4 (7S 7 Address: PI 1Cl S N e q Q S r City: 1-'I ails i Silo [(S State: 1"" L Zip:3 3 1 3 Tenant/LesseeeName: Phone#: -] p o 6 2 0g 1 J 9 Email: Ili1(oiC1S cZ "gPrza i . (Orr, CONTRACTOR: Company �Name: 411 1 en C i n (Y kpc,; ( - Phone#� 5' 30b 31177 Address: 1004 2 i4 SOY" s-�''� City: Ski i'1 �1 5e- State: t� Qualifier Name: 1"1 01('4 Corte c t / State Certification or Registration #: C G (. 15112 5 tP7 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Zip: 333S Phone#: g SY 30(0 3477 Address: City: State: Zip: Value of Work for this Permit: $ Type of Work: ❑ Addition i 1 Alteration 0 Square/Linear Footage If Work: New ❑ Repair/Replace n Demolition Description of Work: U—L-y_o Specify color of color.;tliru tile: Submittal,Fee,$ - Scanning Fee $ • Cb Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Permit Fee $ 5o • co CCF $ DBPR $ 1ai ieViS► Oh -\ c ChAncr rauovaels CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE$ 3�• (Revised02/24/2014) 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 an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 11 day of ++ ff J 1 , 20 I' , by 1 'i day of J t1 J .4 , 20 ) , by ((xYt2 ► $ KG 14I Y Z who is personally known to M a( (0 (O C f , who is ersonall known to P Y me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Si 'r Sign: P JAYIAIEJEARY Print i . ' ' ► r^I Commission # G6165826 * = ' * Seal: r�t;"T��°t�, OAYMIEJESkV & Seal: 5 ' ,ma `uT. cT Expires December8 2021 '�oF ELoP\- Banded TMi Budpot Notry8enio w "; .r =' * CCo,,mmission # GG 165820 14. , Expire December 6, 2021 OF Flo Banded i *************..*...*.....****.**** ******* *****.***.******..*********..******..*******..** tom„ ,* / / Plans Examiner identification and who did take an oath. NOTARY PUBLI : APPROVED BY Zoning Structural Review Clerk (Revised02/24/2014) 48" Horizontal Picket Wood Fence & Gate 1" x 6" PT 1 48" wood pickets am a #8d x 2'/" ring shank nails —3 1 (2) per post per picket M 1 • • 2" a H 4"x4"PT wood posts 72" 4" x 4" PT _ wood posts RE ISI N 48" A Eti' iJ 2018 t� A 3" 12"0 x 24" 2500 psi Conc. Typical Fence Panels Striker Latch (Attach w/#10 x 2" SS screws) J Notes: All hardware shall be stainless steel or hot dipped galvanized. Dimension lumber shall be ACQ pressure treated and all cut ends shall be 2% copper napthenate treated. Concrete shall be 2500 psi at 7 days. Compact all disturbed soils to 98% standard proctor density. Pickets can be 8', 12', or 16' long. Design: 2017 FBC & ASCE 7-10, Sec.1616, wind speed 75 mph OR 115 mph gust, exposure C. No changes allowed -without written authorization from the engineer. This fence is not designed for use as a balcony rail or other raised structural barrier. Typical Section Mlam sticres Village SUBJECT f0 CCMIPUPNCE WITH ALL FEDERAL STATE ANL) CGUN cY ril,L-S AND REGULATIONS Gate Detail • • • • •••.•.' • • • • • ••• • e :••• •. • • •• • •' • • ••.•• •• • TypioaI t3ate:S?Cfion . • •• •• 4" x 4" PT Post crew hinge to post ' 4" x 2" lags, to mew/#10x2" rews 6" PT Pickets h to 1 x1 tube w/(2) 1'/," Screws) • .• • . • .••. • . • • • •• • • • • •• . 2"x2"x16ga ~ galy. frame 1"x 1"x 16 ga tube (welded to gate frame) Section A -A // 7/11/2018 1F' ]LA ASS: TES rnrc_ William F. Flaherty, P.E. 25221 1351 SE 4th Avenue Pompano Beach, Florida 33060 Certificate of Authorization #26223 954-562-9300 • .• • • 1 I ►„ ,,,, No 25221 • • ' STATE OF •.• 4 OR1� • ION AV - • All Fencing and Repair 7.11.18 1 4" x 6" PT post zr II-4' 12' Max 1— 4" I • • Rolling Wood on Steel Roll Gate (Welded) 2"x2"x12ga Tube Frame —4_ 6" x 6" PT post 3/16" typ Gate beepers 20" fd 1" x 1" x 3/16" angle, weld to flat bar 1/" x 3" Flat bar 12" x 12" x 24' 3000 psi conc.ftg, continuous. (2) #4 bars @ 6" oc. V-Groove Typ. Section 2500 PSI Conc 1/" x 2" embed Tapcons 24" ► • • V. V- Groove Track & Support (Option - Hoover Fence Co. HFC-VT-8 (aluminum)) • V-Groove Track 8' 3" 60" max 2500 PSI Conc Notes: Materials: 5/4" x 6" PT horizontal wood pickets on galvanized tube frame. All welding shall be done in shop by certified welder. Attach pickets to each vertcal frame member with (2) #10 x 1 %" tec screws. Hardware: Stainless steel except roller wheel and guides, gate keepers, and V-Track. Attach gate keepers to post with #12 x 3" SS screws. Compact soils under and around footings to 95% standard proctor density. Call for utility locates prior to digging for footings. Specified components can be substituted with "equal" by other manufacturers. No changes allowed without written approval from the engineer. Design: 2017 FBC, Sec. 16 & ASCE 7-10, wind speed 75 mph, exposure "C" Copies of this drawing without an original signature and seal of the engineer are invalid. This gate must be fully open or closed and locked in position during high wind events. Gate operator by others. 7"0 x 24" 3000 psi conc. 1 %"0 AL pipe welded tot/<" x 3" flat bar Optional V-Track Support Post w/gatekeeper Upper and Lower Gate Keepers (L.A. Omamental & Rack Corp.) (Attach each to post with 3/16" weld all around) 5/4" x 6" PT picket 2"x2"x12ga Tube Frame 4" 0 V-Groove Wheel Assembly ( Hoover HFC-4N Nylon, w/Box) 12' Max Install caps on all posts 6" x 6" PT post 2" Wide x1" Alu Mounting Brackets (/." x 2" Lag screws into posts) Plan View of Gate Layout 40" i 4" 8' _., • • • • • •• •• • 6" Rubber Roller Guides • • •• Gate Section at Guide Posts (2 Req'd) 6' •• • • • ••:.• •r,• • • FLA TY ASS. TES iNC. William F. Flaherty, P.E. #25221 1351 SE 4th Avenue Pompano Beach, Florida 33060 Certificate of Authorization #26223 954-562-9300 • All Fencing and Repair 7.11.18