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CC-12-1768Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 187317 Permit Number: CC -9 -12 -1768 Scheduled Inspection Date: March 13, 2013 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Soccer Stadium Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: NEW LIVING CONSTRUCTION INC Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1121360010160 -37 Phone: (954)237 -4731 Building Department Comments REPLACE RAILING AT THE STAIRS AND AT PRESS BOX Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments passeV1F-eh Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 12, 2013 For Inspections please call: (305)762 -4949 Page 40 of 43 ��ADE MIAMI -DADS COUNTY MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 02/25/2013 MUNICIPAL O„ o'.0 13 -025 02 PROCESS NO. N2 01 0 00288 FOLIO: 1121 6000005 JOB SITE ADDRESS 11300 NE 2 AVE PROPOSED USE ;1CHOOL BUILDINGS /REPLACING RAILINGS REQUIRED I N T4 ON8 FIRE 0001 FIRE INSPECTIONS .RECCE. 200 FIRE H'VDRANTh 208 F,4RE TCO T t ! 211, CSI1 I'1INAR;;' _ _ 209 IRE FIND urn► INIT DATE Fire Permit Inspection http://www.miamidade.gov/bnz2/bnzm7015.aspx Service Center 1 County Agencies 1 Coun Home 1 Emergency Response 1 Services 1 Safety Info 1 Newsroom 1 Inside MDFR 1 Contact Us 1 Fire Inspection Request Permit Number: 2013000288 Fire Inspection Reques SRI Request Cancel inspect( Inspection Hi ay inspection Fees PERMIT DID NOT REQUIRE FIRE PLANS REVIEW. NO INSPECTION REQUIRED Print Permit Card You need your Process Number to print permit card. Fir SF Fo cal at Home 1 Privacy Statement 1 Disclaimer 1 Using Our Site 1 About Us 1 Phone Directory © 2007 Miami -Dade County. All rig 1 of 1 2/22/13 12:34 PM I 00 OOFFFFSET' 30.80 R CEJVEr ECG 2 4 2012 4 STA: 10+91.78 OFFSET. 37.00 R CCA 47 !EC 0 CC MPi.JAN sra 11+94.33 IFFSEk 7144 R 1 '.L9Z Jd ZZZSL 1413SY3 213LVM .Z 4 rv►2013dU1? 2H E. CPAIL \t,-,.-ot..1:is 7` • Mranki flu so No: Pro .R (( Nome: ®, A.py3k'ED cc lit **THIS IS NOT APB RM ©� � OUIREMENTS AND MUNICIPAL INS RECORD CARD AT TIDE: TIME OF A FIRE INSPECTION. • D .cast..a.l.uninun bracket with' opal globe ..'-‘. .;•... '',.. :..' E :V'. cojadiitt ' to: Orin,' source. . -....• ,. F DOUbiie 'tar :38' llood.Aont.roiled with photo cell G Junctioq and condu t to finch:aboard ta. oquired 3 ' • 2 -. 84 ..flunt ...ntri undn .tt :p .o )-- 11 " .EXISTING PORTIONS. WFrH THE PROVISION -AS SET FORTH IN TifIE F SUiLDiNCS SHALL COMPLY OF UJSTING OCCUPANCIES, RUM FIRE PREVENTION CODE iiiiiiiiIIIVIIIIIIIM1111111/111ziEllS11111111F111111111111111111111"011iiri SCAFFOLDINO • Frame • System • Rolling Towers ili, • Mast Climbing Platforms • Erection & Dismantle Services • Engineering & Design Services AERIAL WORK PLATFORMS • Booms to 156 ft. • Articulating « Scissors to 56 ft. • Personnel & Material Lifts SUSPENDED R Modular &FO • Staging g Fixed • Work Cages • Hoists • Rigging • Accessories • Fall Arrest Equipment 5A OSHA & Industry R dustry • Regulations • Custom Courses Available 12 16 16 20 '-�,1t 70 24 70 JACKSONVILLE (904) 262.0066 (800) 283-6275 ' u ''l l,) ct -ocP- fi;- - APPROYED. BY MAN -DADE COUNTY HU 711111111 r EXTENSION I l Yenr Ci 24 4949' (..2„) eAllsktorS ORLANDO TAMPA RALEIGH (407) 889-5599 (813) 246 -5438 (919) 662.2664 (800) 367.6660 (800) 933.2666 FT, LAUDERDALE CHARLESTON (954) 753 -7556 (803) 767.8500 (800) 439.6944 (800) 926-2666 FORT MYERS MIAMI (941) 768 -3636 (800) 638.1493 (305) 822.3022 (800) 321 -6418 ATLANTA (404) 525-1919 Lifts (800) 688.2666 CHARLOTTE (704) 377 -4200 (800) 873-6275 ATLANTA (404) 523-5962 Scaffold (800) 322-5962 RICHMOND (804) 550-2155 (800) 552-2253 A BET COMPANY EQUIPMENT RENTAL & SALES SCAFFOLDING • Frame • System • Rolling Towers • Mast Climbing Platforms • Erection & Dismantle Services • Engineering & Design Services \),4 AERIAL WORK PLATFORIYIS • Booms to 156 ft • Articulating • Scissors to 56 ft. ' , • Personnel & Material Lifts faiLD SUSPENDED PLATFORMS • Staging Modular & Fixed • Work Cages • Hoists • Rigging • Accessories • Fall Arrest Equipment SAFETY SEMINARS • OSHA & Industry Regulations • Custom Courses Available 16 24 20. 16 20 24 28 LiyiAti JACXSONVILLE (904) 262-0066 (800) 283-6275 FORT MYERS (941) 768-3636 (800) 638-1493 AVO/ UN(Vii< SOCcuf ORLANDO TAMPA (407) 889-5599 (813) 246-5438 (800) 367-6660 MIAMI FT. LAUDERDALE CHARLESTON (305) 822-3022 (954) 753-7556 (803) 767-8500 (800) 321-6418 (800) 439-6944 (800) 926-2666 1\ v EUAT ION( f APPROVED BY MAN-DADE COWRY FliE lit7marr SPINTat iset,OLD3, PalMrr r*T411-(21:1-gt •-• RALEIGH (919) 662-2664 (800) 933.2666 MANTA (404) 525-1919 Lifts (800) 688-2666 CHARLOTTE (704) 377-4200 (BOO) 873-6275 ATLANTA (404) 523-5962 Scaffold (800) 322-5962 RICHMOND (804) 550-2155 (800) 552-2253 A BET COMPANY 03/20/2012 - 9:58am FRANK L. BENNARDO, P.E1 WELDED ALUMINUM STRUCTURAL STAIR RAILING WITH GRABRAIL OPTION ALL WELDED CONSTRUCTION U.N.O., N.T.S. DRAWING VALID ONLY WITHORIR SIGNATURE AND RAISED SEAL. • FOR 500FT OF RAILING AT (1) LOCATION PER SEALED DRAWIN` i .._ 3 /20 , VAUD ''"-- • B 8) ONLY VAUDONLYWITHRN5m T`a`d :• x RAILING ELEVATION DETAIL ' C' TOP CAP CONNECTION TOP CAP PLACED INSIDE OUTER SLEEVE TOP CAP SPLICE _ RAILING SECTION TOPCAP SEE RAILING EXTRUSIONS 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF RUTH #9885 A FRANK L BENNARDO, P.E., INC. INNOVATION 12" MIN. BEYOND f > m o 6061-T6, OR 6005-T5 EXTRUSION OLERANCES TO BE PER INDUSTRY STANDARDS 0.094 TOP TREAD / GRABRAIL OPTION SHOWN < x w x ILI V) x z z N � •T. (PERMITTED AT POSTS OR ALONG WALL): / `t0 o 0.075 4 ,, I GRABRAIL 1 HANDRAIL GRIPPING SURFACE TO BE CONTINUOUS WITHOUT INTERRUPTION BY OBSTRUCTIONS / O 1l I IIpN�pf �� I � a U a II �I DETAIL .. l u P I� a iCKET �� ��NI'o�, ii�,�TNFILL POSTS AT 48" O.C. AXIMUM MEASURED ONG TOPCAP NDRAIL TO CONTINUE � � d �� n "� N''illl ,I iy t3 " ���, , CIuG r I ,1 I;� % >> I � % I�� / n1 `a m WELD OUTER SLEEV POST • • I�� � � )��)�y� i�II °I��� tlll6� ",� �� 2.625 7.5°x135° DMIE CAP a^ DIAMETER ALUMINUM CAP OPTION TO SLOPE FOR ONE TREAD WIDTH 3 OND THE BOTTOM RISE �� �� I ,l���/ �IIuf �' / ry I C7'+ _ m,� „� i � 7..000 — z.000- REFER TO SEPARATE o 4, 0 %— TOP CAP SPLICE @ EVERY 50 FEET 0.125 0.125- — — �I®/ ENGINEERING DOCUMENTS FOR ON THE SHOP ASSEMBLED SIDE OF THE POST, THE OUTER SLEEVE IS WELDED T9 THE K. BETWEEN INTERIO Pl POST ALLOWING R,��� CAPS FOR. AN EXPANSION JOINT: . -- r°oi > �� �I LEVEL RAILING —ALL PICKETS SPACED TO RESIST A 4" SPHERE I ��� � OCORE DRILL, 31” li DEEP, 4.5"/6" FROM CTR OF COREDRILL TO ANY CONCRETE EDGE, FILLED W/ EPDXY (HILTI HY -150 OR EQUN) OR HIGH STRENGTH GROUT, 5000PSI MIN. 1°x2° BOTTOM RAIL 1 °x7." CHANNEL 1— _2.000 —t WELDED ALUMINUM STAIR RAILING W/ GRABRAIL OPTION MASTER PLAN SHEET 2010 FLORIDA BUILDING CODE ASCE 7 -10 'OPEN SIGN METHOD' UP TO 60FT ABOVE GRADE O O / / �� / �' � / , 1 ,440.750(- aez° ^' MIN. 7� J b - -o.1z5 ii+ • F4 x p _ CD W N z • MEDIATE v V TRIANGLE FORMED BY STAIR TREAD, RISER, AND BOTTOM RAIL TO RESIST 6" SPHERE �� TOP .1 , CAP TOP CA' ,nl� I48MAXIMUM lZ.. {� Nom` POST WELD PICKET OPTIONAL WELD jr,,,. 0 1,11 PICKET MIN. Z.,2 4 POST zsla O.C. ® : ii ���'� °�G�,, i' LHIli,�W�I,VIIiI WEB P NBING � �)� t�� CONCRETE STAIR TYPICAL Ail �L TO PE � {E Iii�''I �I�hI' ,d �it�� ��i�lo " 0 i REFER TO SEPA ii rill 4 s��kT �� ll AS> OTHERS) GENERAL NOTES - ENGINEERING DOCUMENTS FOR LEVEL RAILING r�I���G�l'P�i,r ziI °xis °ou�SfUE SLEEVE NOTE: DESIGN OF STAIRS, ALL EGRESS ISSUES, AND INTEGRITY OF HOST STRUCTURE TO CARRY IMPOSING LOADS BY RAILING IS BY OTHERS AND OUTSIDE THE SCOPE OF THIS CERTIFICATION. ��� POS + A HMENT PICKET ATTACHMENT 1, THIS 2010 2. THIS AND FOR LOAD CRITERIA PROVISIONS MEAN 3. ALL FLOOR SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. RAILING IS DESIGNED TO MEET SECTIO S OF THE CODE GOVERNING FBC SECTION 1012 FOR HANDRAILS, ELEVATED BALCONIES AND STRUCTI AL RAILINGS (200LB POINT LOAD, 5OPLF TOPCAP LOAD, 50LB POINT UPON 1SF OF INFILL (NONHVHZ CRITERIA FBC 1607.7.1) AND 25 PSF UPON GROSS AREA OF GUARD (HVHZ FBC 1618.4.6). RAILING DESIGNED FOR WIND LOADING PER CHAP 16 HVHZ, NON -HVHZ &THE OF ASCE 7 -10, Volt = 175 MPH, Vasd = 135.5 MPH, EXPOSURE 'D', AS AN 80% OPEN SIGN UP TO 60' ROOF HEIGHT USING °ASD" METHODOLOGY. FINISHES SHALL BE BY OTHERS AND SHALLOT EXCEED }" MAXIMUM, OTHERWISE THEY SHALL BE TELY CERTIFIED TO TRANSFER ALL LOADING TO THE PROJECT SUPERSTRUCTURE. NERS T4 I3E #12 X Pe OR GREATER 2024 -T4, 18 -8 SERIES 300 NON- MAGNETIC STAINLESS STEEL, OR • � � ANsDRAIL 'TERM N � SRAPEi'MA .. VARY . LEVEL GROUND I°, n *4, 1 J� DETAIL 'A' COREDRILL DTL ry °��� °Ih 1 �, �a� I �� OU � r :� +' it P , 1 1,0111 ,,,I B • �' RAI'- CONNECTION RAIL ENDS RETURN TO WALL • �'� „� �'�I;� S,DIAM X g "THK 1-1/2" 1-1/2" • �' '" �� 1 1 DETAIL D BOTTOM 1 RAIL ,( (��, ■ ����'' � � �����; I�G�'I��I��� ,,, CONNECTION ell 2X2X2X "ALUM �GII'I '� 5. ',iG1 ,' ,,,� I,�� ,����i�I��i " P, o� �� M� �s4 L PLATED`OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, FICATIONS FOR ALUM. STRUCTURES - SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE �STATE,ANDLOCALCODES. �UDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6061 -T6 OR 6005 -T5. ',� ORETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI U.N.O, AND w,' E MINIMUM 1 5X THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED ��) � O E.,,.:.`+TREN,,,, GTH OF THE CONCRETE AND SHALL BE IRON -FREE, NONSHRINK AND NONREACTNE. WOOD TO �iNETER MIN SPACING TO ALL ADJACEN ANC ORS UNLESS NO DTE OTHERWISE. FOR SSTEEL ATT CHMENTS ALL c gs a ' 0 w �, o ill g l 0 co al to Ra TREAD EDGE 0 ce Z f- .-: z i W c U p W Il) ` i;i I�Iip �,IiV�I��1�(� 0 y a I- F PATH OF 6061-T6 ALUM. TUBE I� CLIP BENT AT ANCHORS SHALL BE SPACED WITH 3xDIAMETER MIN. SPACING TO ADJACENT ANCHORS AND 3xDIAMETER MIN END . � ' ��: �A UM WELIIINGSIdAL�t`. BE PERFORMED IN ACCORDANCE WITH 2010 FBC SECTION 2003,8.1.4 WITH WELD I FI . )YS�', EETING ANSI /AWS A5.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE � MINUM DESIGN MANUAL PART I -A, TABLE 7.3.1. ALL ALUMINUM CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES, QUALITY AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2 AND THE AMERICAN WELDING SOCIETYS STRUCTURAL WELDING CODE - ALUMINUM (d1.2). MINIMUM WELD IS A" THROAT FULL PERIMETER FILLET WELD UNI FSS OTHERWISE NOTED, 9. ELECTROLYSIS. 10. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &INSTALLED BY OTHERS. 11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY, USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR- SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. REMARKS 1INIT ISSUE REVISE FOR 07 FBC o W a� . ffi n t. - � TR�i/EL� � �t I� > i�� qpu '.1r,� � .4_,;„' � " i m "�"'�� I � °"" (2) SS' '3 #6 LF' `' LLING UNC Ir r7 F- t9 H 0O Z STAIR ANGLE POST BOTTOM v., t THREAD SCREW (SMS) SPACED 1/2" APART W .�+ m - m d- OR M r`y`Y�" I POST _ '"'''''� U) 4 -1/2" MIN TO CENTER p 3.5" COREDRILL O 1-1/2" WIDE x 4" THK ALUM. `,,�i� '/ COPYRIGHTFRANKL BENNARDO P.E. OO_ M PS 10 -654 BRACKET 4' -0" TYPICAL O.C. WELD CLIP TO BOTTOM RAIL FASTEN BOTTOM RAIL TO POST USING ( 2 ) #14 SMS SCREWS IL—I— i {1) -3/8" STAINLESS STEEL REDHEAD LDT ANCHOR W/ 2.5" EMBED AND 4" EDGE DISTANCE INTO 4KSI MIN CONCRETE WALL, OR (2) #14 316 STAINLESS STEEL UNC SCREW (SMS) INTO RAILING POST SPACED in APART �� CONCRETE n WALL r 1 -5/8" POST SCALE 101 PAGE DESCRIPTION4 OF I- 05/04/2012 - 2:51pm WELDED ALUMINUM FENCE.AT GRADE - ,(NON- STRUCTURAL, DECORATIVE BARRIER, TYPICAL INSTALLATION (GROUND LEVEL ONLY) (HVHZ ONLY) PICKETS MAY RUN THRU OR STOP AT • INTERMEDIATE RAIL ( < 4" OPEN GAP) _ / TOP RAIL, TYP. aQ 4 4 e 4 • 4° 4 SEE TABLE FOR POST INTERMEDIATE SPACING REQUIREMENTS RAIL, TYP. a A 4 4 SPACED 'O REJECT A 4" SPHERE BOTTOM RAIL, TYP. TYP. FENCE LAYOUT (MULTIPLE OPTIONS SHOWN) N.T.S. TOP /INTERMEDIATE RAIL WALL MOUNT OPTION 4-2 7/8 "4 1" N EXISTING 3KSI CONCRETE HOST STRUCTURE (VERIFIED BY OTHERS) 0 0 2 1/4" ELEVATION VIEW SPACED TO REJECT A 2" SPHERE* 3 "0 CORE DRILL, 3" DEEP INTO EXISTING 3 KSI CONCRETE, AND 6" MIN. EDGE DISTANCE FROM CENTER OF POST TO ANY CONCRETE FACE FILLED WITH HIGH STRENGTH, NON - SHRINK, IRON FREE, NON - REACTIVE (4KSI MIN. ) GROUT, TYP. (2) WO ITW SS TAPCONS PER CLIP SPACED 2" O.C. W/ 1%" EMBED INTO 3KSI CONCRETE AND 2 %" EDGE DISTANCE FROM ANY CONCRETE FACE, TYP. (2) #12 x 3%" SMS PER CLIP, TYP. DECORATIVE TOPS (SHAPE MAY VARY) POST, TYP. W W O O PICKET, TYP. ALL WELDED CONSTRUCTION * WHEN USED FOR POOL APPLICATIONS FOOTER NOTE: FOR HVHZ APPLICATIONS, TOP OF FOOTER SHALL BE 8" BELOW GRADE 75% OPEN WIND DESIGN REQUIREMENTS: MIN. 48" POST HEIGHT POST: 2" x 2" x3/8" TOP CAP: DIXIE TOP CAP INTERMEDIATE RAIL: NONE BOTTOM RAIL: 1" x 2" x33 " PICKET: 3 % "SQ. x 0.062" SPACED TO JUST REJECT 4" SPHERE 3 KSI CONCRETE FOOTER IN WELL COMPACTED SOIL, TYP. 6 ", TYP. POST FOOTER TABLE (DIA. x DEPTH): [OST HEIGHT POST SPACING 4' -0" 4' -6" 5' -6" 48" 12 "x25" 12 "x26" 12 "x28" 60" 12 "x28" 15 "x27" 18 "x27" 72" 18 "x27" NOT APPLICABLE NOTE: FOOTERS DESIGNED PER FBC 1819.7 EXISTING 3KSI CONCRETE HOST STRUCTURE (VERIFIED BY OTHERS) (2) %4 "s rrw SS TAPCONS PER CLIP SPACED 2" O.C. W/ 13 %" EMBED INTO 3KSI CONCRETE AND 21/2" EDGE DISTANCE FROM ANY CONCRETE FACE, TYP. (2) #12 x 3 %" SMS PER CUP, TYP. BOTTOM RAIL WALL MOUNT OPTION 2x2x1/8" 6063 -T6 ALUMINUM ANGLE (2) #12 x 3%" SMS PER CLIP, TYP. ALT. TOP AND BOTTOM WALL MOUNT OPTION 2\ WALL MOUNT DETAIL N.T.S. SECTION VIEW SEE FOOTER TABLE POOL GATE (SEE SEPARATE ENGINEERING) POST TO EXISTING STRUCTURE POOL APPLICATION DETAIL N.T.S. PLAN VIEW FENCE EXTRUSIONS 606INIMUM. EXTRUSION TOLERANCES TO BE PER INDUSTRY STANDARDS DRAWING VALID ONLY WITH ORIGINAL SIGNATURE AND RAISED SEAL. VALID FOR 500FT OF FENCING AT (1) LOCATION PER SEALED DRAWING 3.000 FRANK L. BENNARDO, P.E1 6549 2% "X13/2" DIXIE CAP 0 Q .• 0.090 2.000 1 "x2" CHANNEL 1 -1.000 -1 0 0 0 N 1 0.125 1 "x2 "x%" INTERMEDIATE RAIL 3 DIAMETER ALUMI CAP OPTION 0 0 O -L 0 0 0 1 0.125 -. 1 2.000 1 "x2" CHANNEL 1- 2.000— 1 UM -0.125 2 "x2 "x%" POST 2% "X11/2" OUTSIDE SLEEVE �- 1 0.750 4- N 11 .062" MIN. -1 34" PICKET y•-1.000 --• 1 0 0 0 '-I 1" PICKET OPTION .062" MIN. 5/04/20 VALID FOR VALID ONLY WITH RAISED EN 0 to WW rz U Q W 11 SEAL z t0Nr' o� fn O M E z • U. '15-1; O z Z P' °' p 2 j NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF MI INSPECTION PERMIT NO. C/CA ROAM STATE OF FLORIDA: COUNTY OF MIAMI-DADE: FOUO NO. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and h accordance with Chapter 713. Florida Statutes, the following information is provided In this Notice of Commencement. 1. Legal description of pro and street/address: ovivef 113a0 Aft a MW t /;140 , 9! F4 2. Description of Improvement / ae C dbo x c7# 3. Owner(s) name and address: /31V0 thlei ifgas?) Interest in property: IMMIEHMINIMMIN CFN 2013RO 1. 2 3 3 9 OR Bk 28489 Ps 4865; (1ps) RECORDED 02/14/2013 132644 HARVEY RUVIN? CLERK OF COURT MIAMI—DADE COUNTY? FLORIDA LAST PAGE above reserved for use of recording office 33/6 / A .g• Name and address of fee simple titleholder 4. Contracto s A add end phone nu °age' 5. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1X7., Florida Statutes, Name, address and phone number: • 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uerrort Notice as provIded in Section 713.13(1)0), Rorida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the whetted date Is 1 year from ihe date of recording unless a different date ts specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF 03VIMENCBVIENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ---7..., Signature(s) of Owner(s) or .'ig°t' )' Authorized Officer/Director/Partner/Manager Prepared By Prepared By -4 14/1_10%-.....— ....— Print Name oee. cal C Print Name arilliAMP - Me/Office Le ?V �M5Ms 4,40I PC:roorc Tide/Office "MirPAP,Mir _.1, STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this lib-- day of 59 teinfil, .0 I 'Li P kt/ BY CI Individually, or -A asAu, for Personalty known, or 0 produced the following type of ide • " Signature of N '1 47tta, T7,7412-61to k Under penalties of perjury, I declare that the facts stated in it are true, to the Signature(s) of By 123.0142 PAGES MO of my knowledge and belief. Authorized Officer/Director/Partner/Manager who signed above: By STATE OF FLORA COUNTY OF oAcyr- 0,:IREUY CESTI'F'if fiil Rio it..Elinio rrft&t (*Pt, oi_iiikf; orisiinal On WO in _ ibJ _AD 20_4.L_ liARVEY RUVN, CIO*. i Ciretist urAy CCU Deputy 3 5 Gl2��Li2 -� B llING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC 20 Permit Type: BUILDING RECEIVL7D SEP 24 2012 Permit No. Master Permit No. '• n&-y- OWNER: Name (Fee Simple Titleholder) t ; ( OWE Ar (' Phone #: o 8�!' /�b� Address: I I 6ao 2 City: �s Ari i• e State: F1, Zip: 33/6( Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: r �� City: Miami Shores � r Utvo &'�'�d $ 5, GC9 ounty: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: / MA( //4'V.. 44 "` 6' Phone #: 20S " %fr 9%f r i Address: 1� K Pied. �P lL'' t%h (Ic/d 1 v2‘ City: J(A / //jw /'/ e t O State: Zip: 330 Phone #: cJO — 76 f •' l( f Qualifier Name: Ok,(*fiii 0A''g/V State Certification or Registration #: 10 98 T U $3 Certificate of Competency #: Contact Phone #: 3 ° 6f 4,y 49 Email Address: A4 .(USN 6 C I:Yt�.�GLu Nd �'C • C'�-, DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ q( It OO Oo Square/Linear Footage of Work: Type of Work: Address ❑Alteration ONew 1Repair/Replace ODemolition Description of Work: Ace r (i v/ c c L ?tut c% l!•�P 4 c a/t/(( al- pin n ox COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ****** * * * * * * * * * * *,r*,r **** * * * * **** r**** * Fev* x********** ** **:a * ** * * *** * * * ** ** * *** * * ** ** Submittal Fee $ ' ermit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ (%``� t • `�"'� 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ;.,1J I IL by &WE evwcala who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: APPROVED BY Signature (--ZE Contractor The fore l oing instrument was acknowledged before me this a l cw) day of i1��.� '� 4.R `� 20 6 2, by, D 1� ��f'Lll i who is personally known to me or who has produced as identification . • o did take an oath NOTARY PUBLIC: Sign: Print: ' % DAYANA E. LOPEZ MY COMMISSION # DD953224 A mod EXPIRES: January 18, 2014 1 _°- O - NOTARY Fl. Notary Disodml Assoc. Co. My Commission Expires: � m C mu. - j \ 1 qt y Plans Examiner Zoning Structural Review Clerk (Revised 07/1 0/07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Aci,,-R°® CERTIFICATE OF LIABILITY INSURANCE j 6,2;,2oi2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION 15 WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 Bast Atlantic Blvd. P. 0. Box 1927 Pompano Beach FL 33061 Wet Lisa 0' Brien PPHONI: �_ (954)943 -5050 ( N,ti,(s�)Qas -6slo ADj ,Lisa @furmaninsurance.com INSURER(S) AFFORDING COVERAGE NAI: It emum A$cottsdale Insurance Co 41297 BEIURED New Living Construction Inc 1835 Bast Hallandale Beach Blvd Suite 426 Hallandale Beach FL 33009 INSURER B : INSURER C : 1 2/201 /2 2 INSURER D: EACH OCCURRENCE INSURER E : X INSURER F : $ 100,000 COVERAGES CERTIFICATE NUMBER:GL 2012 -2013 Master REVISION NUMBER: THIS 1S TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IilSR LTR TYPE OF INSURANCE /IDOL NSR W VD POLICY NMBEfl pI� (p s1YAIpf A GENERAL LIABILITY COMMERCIAL GENERAL UAen m OCCUR CPS1506547 1 2/201 /2 2 013 21 1/22/2013 1/ EACH OCCURRENCE $ 1,000,000 X Mamma_ "soExpV,yorre per�n) $ 100,000 1 CLAIMS -M A N ADE I $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2 , 000, 000 GENI AGGREGATE LIMIT APPUES PER: I POLICY n SIN n LOC PRODUCTS - COMPX)P AGG $ 2 , 000, 000 A $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS CO SINGLE LIMIT 3 $ BODILY INJURY (Per person) — .._.__ BODILY INJURY (Per ac dent) $ PROPERTY DAMAGE a $ $ UMBRELLA LI18 EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ — AGGREGATE $ DED 1 !RETENTION $ $ WORKERS COMPEINTATKIN AN D EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED/ (Mandatory In NH) If yes, describe under DESCRIPTION OPERATIONS Y/ N N /A ] ) TORY I IA S 1 I EAR E.L. EACH ACCIDENT 0 I ( EL DISEASE - EA EMPLOYEE $ beklw E.L. DISEASE - POLICY UMTT $ DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, It MORN space Is tegulred) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NB 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Frank Furman, Jr /LT ACORD 25 (2010105) IMS095 /911111 M ®11 -2010 ACORD CORPORATION. All rights reserved. 7'ho APINWIN nanlo enrl Inns aro ronlefar arl es*rlra of Annan J STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 DAIS!, DMITRIY P NEW LIVING CONSTRUCTION INC 1835 E WALLANDALE BEACH BLVD #426 HALLANDALE FL 33009 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myfloridalicense.com. CERTIFTRD OEN :,111c..AL There you can find more information about our divisions and the regulations that DAIN, DPI/TRIT impact you, subscribe to department newsletters and team more about the NEW LIVING CONSTRtJCTION INC Department's initiatives. , STATE �F ;"--- AC# Es 20 ?. it 1,...9. OF . pRovEstx94!4-f-rw:.1unallotT CGC1509848 ",-1 .',:f.v7 ',A 120015470 ,..., eTOR Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. IS CERTIFIED under th provtaianti of at 489 Ps Thank you for doing business in Florida, and congratulations on your new license! 6 - Exiiration date:- AUG 31, ,20-14- 14287140032 DETACH HERE mIS DOCUMENT HAS A COI ORED BACKGROUND • MICROPRIN1ING • LINEMARKT PATENTED PAPER C# 6202449 STATE OF FLORIDA DEPARTBMT OF BUSEiTESS AIID PROFTISSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD DATE BATCH NUMBER LICENSE•NBRVLI SEQ# L12071400328 KEN LAWSON SECRETARY Miami Shores VllIage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: Cr.) la' 1 /k DATE: 10)4,2_ I, OM k Contractor o Owner o Architect Pic Address: nd (other) 40 -461k-cJ -01‹, oft ^r/ive,,,c; Ye/co.( ae,0 From the building department on this c,ate in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: __V". PERMIT CLERK INITIAL: I Permit No: 12 -1768 Job Name: September 25, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide approval from Miami Dade County Fire Dept. 2) Provide a layout showing the location of work in the building. Are the new rails replacing existing rails in the same location? Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859