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REV-16-3004 Miami Shores VillageECEYVED Building Department NoV'03 2016 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: �l Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No. Ew � 1� PERMIT APPLICATION Sub Permit No. PTC.V 1\- I (' ,--3004 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ZEVISION EXTENSION DRENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION /SOP CONTRACTOR DRAWINGS JOB ADDRESS: 3S-+ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: (����, (} f o Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): cc �- Phone#: Address: J� Lj City: $CCS State: C l Q Zip: 33139 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ��( ::IS" Phone#: U ��— 7 1 L-7 C)C f Address: :P- I 1 I;TIT�c v -1� rY �"' I� '� b City: i" -� —Da _� State: E ' Zip: :-7) 3 �3 Qualifier Name: C��6 - Phone#:J State Certification or Registration#. 0 i� _Cn 1,D Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ AlterationII ❑ New(�f- ❑ Repair/Replace ❑ Demolition Descriptio of Work: \ d C- ( I l Sl�z S L�. P©�- r►m . Specify color of color thru tile: Submittal Fee$ 0- Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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. N, Signature O NER or AGENT CONTRA OR The forY)( 'ng instrument was ack o ledged before me this The foreg iDstru was cknowledged before me this —°ay of 20Q�,-by----2S day of 20 1 by - whoispersonally known to �vk%vta EotAack4�t,who is personally kr`wn to me or who has produced T �Ul� as me or who has oduced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: 1 eSl(v Print: TERESITA OLIVA Seal: 'n...I�; Seal: .; MYCOMMISSIONB'rF098095 TERESITAOLIVA EXPIRES:June 23,2017 ; t y ; +; o� Bonded Thru ry Public Undernraers + t= MY COMMISSION Y FF09M I P, y,• = EXPIRES:June 23,2017 �*Rf,ti�� BondedThruNotary Public underwthrs ********** *********** * t�17 **************** ************* APPROVED BY Plans Examiner Zoning Structural Review Clerk (RevisecIO2/24/2014) HR ID DESCRIPTION SIZE THICKNESS REMARKS N 0, '0 72"max center to center PI post spacing CF Concrete Footing 10"0 x 24" NIA 2,500 psi(Minimum) _ v^ g Two Rail Style Two Rail Style LP DR Drop Rod 3/8"0 x 24" N/A Standard Drop Bolt Two Rail Style with top and bottom thru picket with bottom thru picket Three Rail Style GF Gate Frame 2"x 2" 0.100" All corners fully welded M ° ° HI Hinge NIA N/A Standard 4"Hinges a HR Horizontal Rail 1"x 2" 0.062" _ N KB Knox Box TBD NIA Coordinate with Local Fire Department �i ° Standard Self-Locking Latch lA Latch N A 4 M xi u 1 NIA C14 g - 9 — R - N c gi rn O C LP Line Post 2"x 2" 0.075" o m. X v o X GP Gate Post 2"x 2" 0.125' 0 01 Z o PC Post Cap Fit to Post N/A -2 r4k n ,° PI Picket 1"x 1" 0.062" Jil o e ti f Sne bHI ne tin c x X �. o WC Wall Clip 1-3/8"x 1-1/4' NIA I r ° � � ,n. �� a c� r N ' GENERAL NOTES (Design): I Z o o 1. This design is for at grade railing installations ONLY!! Installations above grad designed or specific ions for the location. ;; e shall bed f fic Condit / �j \/\r�/ter\r\r\r�r� \ter\r\/�i\i�r�r��i r /�i /�i /�r %i i i r'/ i'i /'i r i .' �i ///ir/////r .i �• /i/',, ,rii'r r/ irri//r//r�i r/ 2. Design complies with the requirements of the FBC 2014&ASCE 7-10, 115 F �3C1 �b e- /\\/\ \ \/�i`�/`�/i�\/\�/i?�'�i/\`ir\`i/\`i\\i;\i�`i�`i;\i\`i\�i\`i/\`i\\i;`%N 'NX\\x,`i,\��\i\y/\�/\\i\\�y�`\%r`��\�� n` \\ \ \ \ ..�� \\\\ �� T\�\\i,\`%\yam\y�\`%`%`i< L: ��! (i��'Q7�1�. 90 Y f�� t /�\;�\�� \\�\ MPH (Category I, 3 second gust), Exposure C. � � c y� ( /�f \\��\�\ \/\/\/\� 1-1 /\: ;\r\r / \ � 3. Installation may be either mechanically(screw)connected or fully welded. v ��\\f ,�Tx�aQf�Q � ,o_ f���\$� � t���! �{ �t(�,{, d�`_(��� ((� /�\\\\/r/� r r //\\\\//\\rr`\\/// '�\\/�\\/r\ `i r,, /r /\\%�! '\,'\`ri\\/i\\/i\\/i\\ri\\/i\\/i\\ri\\^, 4. Gate leaf(single or double widths can be installed u to the allowable size g r j.r.�./,. ,/Y , "'l,\ i rr /,� 1,�,)// . ('�r � )�Y'�yl ( 9 ) Pu i i\`x�\wedded ar tn� anlcal(y�fasfeefi.zq t�, i►,'i!; d � �F�d I. 1 afl. LL ��i�<rr�i//i� /�''i'/i'/i�'/ilii'/i//i //i/rirrirrirri//ir r/iri//r �i/i/i '" '�'/i'�%'�' /i r' /�'i�//\rr\/r`,r'•�\//`,�\^ as shown in Detail 3/A1.0. Should a double leaf gate be installed then the \�i\`i\`%\`i\\%\\i\`i\` Latch and Drop Bolt shall be installed (per the local requirements). E yr\/el��r�Ying�\/��/�e/� al' ���'� , r� � �, P�/`� `� `� ` ' 6 '�eY)F��i\\�\\ \/\/ \/\/ ! '�i�, \/• /'\/i\\/i\\' \���\�/\\�\\�/�\�/\\�i�\�/��^ \i\/i\/\r\/\/\i\r\i\i\/\/i 5. All openings shall be able to reject a 4"sphere. m >/\y"i•���i\i\ i\/\/\/` `\\/\\i\`i\`i\`i\`i\`i\`i\\i\`i\`i\`i\`/\`i\`i\`i`/\\`/\\i\`i\`i\\i\i\\i\\i\\i\ \\\\\ \\\\\\\i /\\i r \y\`i\\ `r \\i'` / y\`i��\\i\\r\\/\\�\,�\%\ 6. All exposed visible ends shall be provided with caps or covers. I L � w � a a ; Drawing# 6 Fencing Installation D 4+. SUBJECT CO CCNARYNCE WITH ALL.FED RAL GENERAL NOTES (Installation): Scale: 3/8"=1'-0" (ryp,� �"ATE ANL)C:C t�► jY MULES AND REGULATIONS 1. POST CONNECTIONS: a. POST @ CONCRETE DECK PLATE/ SHOE: Pre-manufactured Aluminum post shoe or 4"x4"x3/16"aluminum plate anchored with (4) 1/4"0 Gate Notes: Tru Close Adjustable x 3-1/2"tapcons (min.3"embed). 1. All hardware used for pool fencing en self-closing hinge b. POST @ CONCRETE DECK CORE DRILL: Core concrete deck 4"0 x self-closing and self-latching. Magna Latch and Lokk bolt shall be used in a with (4)#12 Tek 3-1/2"and install post with high strength epoxy grout(10,000 psi minimum). pool fencing application with latch location 54"aff minimum. HI o s:;rews per c. POST @ GRADE: Anchored in 10"x 24"(2,500 psi)concrete. o n- 0 -,anufacturer 2. WALL CLIP CONNECTION: (Pre-Manufactured or 2"x2"x1/8"aluminum :•• • PC requirements Magna bent plate)Aluminum to concrete connections shall be 1/4"0 K2-1d4.' • HR Hinge Detail KB Latch tapcons (min. 1-3/4"embed). Aluminum to aluminum connections sRall be:..,,:. = 4 • PC Leaf Varies LA made using (1)#8 x V Tek screw per receiver. •••• � • s PI (6-0"Maximum Width) Lokk Latch 3. RAIL /POST CONNECTION: 1 #8 x 1"Tek screws or full wejd'e 1. • .utomatic latch ( ) Y a"(Typical) GP with#12 x 3/4"' 4. RAIL/PICKET CONNECTION: (1)#8 x 1"Tek screw or fullyelad. .*040 "•: HI _ TLL . - � �ekscrews � ,••••• s•'• � GFr I LA par manufacturer o GENERAL NOTES (Materials): ••,• E rIJ •' •• ;a GP r:quirements a 1. All aluminum extrusions shall be made of alloy 6063-T6 Allo496i;G90 psi '• yield)unless noted otherwise. _E Ll 85 .g 2. All hardware used for pool fencing enclosures shall be autoroaticially, :'•• Q o'U Z.) r Latch Detail self-closing and self-latching. Magna Latch and Lokk bolt shdll•be eised in a•. N NOTE: . . • • 0Only One Drop pool fencing application. See Component Items/Manufacturers List .. _ X z o Rod is Required !!! Item: D&D Technologies Part# a o d DR �, �, Hinges: True Close TCA1 WTL2-Mk2 L E e �i Lokk Bolt 6 m 3!8"0 center drop Latches: Lokk Latch MGHDD1019 UCn Hla c� c0 X X rod &guide Magna Latch MLTPS2BGA 0— (n GF o o with (4)#12 Tek Drop Rods: 24" Metal Dro T� > 8305N-24SSW 'Co � r de L N �* o o screv� 24" Lokk Bolt CEjV 1061 WT e 1 Drop Rod Detail —il—i 7 D�[T- c //,✓/,�r/.�r/, </ ✓/�r/✓/✓/.✓i� 1.1. .ri.✓/✓/.�r/.�///.�//.✓/.�//rte/r�//. .17t .��//.�///. !/.✓/.�//��/��///�/��///�/ t- W Drawing# Drawing# Drawing# Q Gate Details Hardware DetailsIQ'I � Component Schedule and General Notes g L� Scale: 3/8"=1'-0" (Typical-Single or Double 2 Scale: 1"=1'-0" ( YP 9 ) (Typical) Scale: Not to Scale (Typical) v �t Al .0