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CC-13-1419 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-202586 I Permit Number: CC-6-13-1419 Scheduled Inspection Date: November 07,2013 Permit Type: Commercial Construction Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: , BARRY UNIVERSITY Work Classification: Alteration Job Address: 11300 NE 2 Avenue Kelly House Miami Shores, FL 33138-0000 Phone Number Parcel Number 1121360010160-10 Project: <NONE> Contractor: HEVIA ALUMI Phone: (305)638-8635 Building Department Comments RAILING AT KELLY HOUSE, AT FRONT ENTRANCE Infractio Passed Comments INSPECTOR COMMENTS False sales @heviaaluminum.com Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 06,2013 For Inspections please call: (305)762-4949 Page 34 of 40 10/24/2013 9:54 AM FROM: 8888300846 TO: 3057568972 P. 2 CERTIFICATE OF LIABILITY INSURANCE DRT 1042413 �•• � � i 012M13 THIS CERTIFICATE 1S 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 POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AU'T'HORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: 9the certificate holder is an ADDITIONAL INSURED,the poilcy(ies)must be endorsed, If SUBROGATION IS 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 T CT ARNOLDO A_RGUELLO E: _ _ Estrella Insurance#68 PHONE (305j830 i 477 _.___ "__._ FAx -"- — 18355 NW 57 Ave,Suite#103B MAIL Arc No. ($88)830-0846 ARNOLDOCESTRELLAFLORIDA.COM Miami,FL 33055 INSUR04PI AFFORDING COVERAGE NAIC tt _ Phone (305)830-1477 FaX 888 830-U846 INSURERA: APPALACHIAN UNDERWRITER,INC INSURED INSURER 81 HEVIA ALUMINUM AND IRON INSURER C 3320 NW 59th St INSURER 0: Miami,FL 33142- (786)586-4629 INSURER E: t-- -J COVERAGES CERTIFICATE NUMBER: INSURER F: REVISION NUMBER: THIS IS 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 CONTRACTOR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE,INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD UB TR TYPE OF INSURANCE POLICY NUR4BER �N1roCDlYVYYY MMLO/YY�YW). LIMITS GENERAL LIABILITY --- -- EACH OCCURRENCE S ❑ COMMERCIAL GENERAL LIABILITY PREMISES Ea oNCCVr enoe S ❑ ❑ CLAIMS-MADE ❑ OCCUR MED EXP(Any one person $ ❑ PERSONAL&AOV INJURY S ❑ E GENERALAGOREGATE 5 OWL AGGREGATE LIMIT APPLIES PER: ! PRODUCTS.COMPtOPAGG, 5 ❑ POLICY []-.M ❑ LOC S AUTOMOBILE LIABILITY GOMBINEDSINGLELIMIT -`—"— - Ea.cadent ❑ ANY AUTO BODILY INJURY(Per person) $ AUTOS ALL OWNED SCHEDULED BODILY INJURY(Per accident 5 ❑ ❑ AUTOS ❑ HIRED AUTOS ❑ NON•OWNED AUTOS PIVPPER Y AMAGE g S D UMBRELLA LIAR ❑OCCUR E EACH OCCURRENCE S I EXCESS WlB ❑CLAIMS-MADE AGGREGATE $ ---------illi ❑ DED ❑ RETENTIONS S AND EMPLOYERS'COMPENSATION STATU• ❑0TH• i AND EMPt.OYERS'LIABILITY y t N L`L! + ANY PROPRIETORIPARTNEIVEXECUTIVE LI ITM S A OFFICERJMEMEER EXCLUDED? NIA AWL003664-13 E.L.EACH ACCIDENT S 1 OIX)000.00 05/21/2013 05/21/2014 __.._.._ I yes Beset In and E.L.DISEASE.EA EMPLOYE s 1,000,000._00 _ If yes describe under Dt-Z'Z PTION OF OPERATIONS MI. __76*L*DISEASE•POLICY LIMIT S 1,000,00.00 I I DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES(Attach ACORD 101,Additional Remarks Schedule,It more space Is roqutred) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBE iciES BE CANCELLED BEFORE MIAMI SHORES BUILDING AND ZONING THE EXPIRATION DATE THE F,NQ E ILL BE DELIVERED IN 10050 NW 2ND AVENUE ACCORDANCE W E. LI Y PR VIS! NS. MIAMI SHORES,FL 33138 AUTHORIZED ES TIME ACORD 28(2010/05)QF -::... f" »21f10 ACORD CORPORATION. All rights reserved. The'ACORD name and logo are registered marks of ACORD AJG - - 0000: stem Engineeri 3401 NW 82nd Avenue Suite 370` Dora[, FL 33122-1052 T 305.599.8133•F 305.599.8076•www.eastemeg.com In Kelly House Q o 90 Job No: 13-187 U) � n w HANDRAIL 7; z L• ® ' C) �. WLLJ ri a J D 11300 NE 2nd Ave cc a W Miami Shores 33138 D- Q o m V& Mir STRUCTURAL CALCULATIo INV OrT♦��� A �/ Prepared By: ~'•,,� �Oftiredz ❑ Raissa Lopez, PE ❑ �91a �,. Lic. No. 59399 0"'! 1. 0 34 CAN # 26655 CAN # 26655 Job No:13-187 06/19/13 1 of 15 Project Name: 13187 Kelly House Date:0619/13 400 0a ",= 19� psi Allowable stress for non welded members. IFW:= 9Q .0 psi Allowable stress for weld-affected members. Partial Welding, As per Aluminum Code 2005, section 7 i Fpw = Fn - (An/A)x(Fn-Fw) post picket-' Aweld = (2)K(wd))Xtw Aweld = 2xwd")Ktw bott, rail A = (2 s i d e s)X(3c))K(t w)+b(t w) -------- i-------------------„---'-- A = (3 c+b) X tw -� wd = rein length plus 4" at each end c w .A, _.1, (times thickness) weld-affected cross sectional area in distance from neutral axis to extreme comp fiber. 97=7_5_ in post width. net cross sectional area of the compression flange of a beam,consisting Ac:= 3 c +b (times thickness) of the portion of the section farther than 2c/3 from the neutral axis,where c is the distance from the neutral axis to the extreme fiber. A. F = F F F s 15 in- lb Ac Job No:13-187 06/19/13 2 of 15 Solid Post Solid 2 1/4' x 3/4' 1.5' x 1.5' Area = 0.9735 In^2 Area = 2.2500 in^2 �l.s000 - ^ Ixx - 0.4219 in^4 2.2474 IXX 0.0309 I n 4 Iyy _ 0.3342 In-4 ❑ Iyy = 0.4219 in^4 0.8307 Jz 0.3650 in^4 Jz = 0.8438 1n^4 Pxy = -0.0107 in^4 1.5000 Pxy = -0.0000 In^4 rxx = 0.1780 in rxx = 0.4330 in ryy = 0.5859 in ryy = 0.4330 In Sxx Max = 0.0703 in^3 Sxx max = 0.5625 in^3 Sxx Min = 0.0665 in^3 Sxx Min = 0.5625 In^3 Syy max = 0.2971 in^3 Syy max = 0.5625 in^3 Syy Min = 0.2968 in^3 Syy min = 0.5625 in^3 Pickets Solid Bottom Channel 3/4 x 3/4 1.5' x 1,5' Area = 0.5625 in^2 Area = 0.4062 in^2 Ixx = 0.0264 In^4 Ixx = 0.0394 in^4 --{ �o.7soo Iyy _ 0.0264 In-4 Iyy 0.1388 in^4 Jz 0.0527 In^4 Jz 0.1783 in^4 F- 570 00 Pxy = -0.0000 in^4 1.5000 Pxy = -0.0000 in^4 T rxx = 0.2165 in -L- rxx = 0.3116 in ryy = 0.2165 in 110000 ryy = 0.5846 in T- Sxx Max = 0.0703 In-3 Sxx Max = 0.1189 in^3 Sxx Min = 0.0703 in^3 Sxx Min = 0.0590 In^3 Syy max = 0.0703 in^3 Syy max = 0.1851 in^3 Syy min = 0.0703 in^3 Syy min = 0.1851 In-3 Job No:13-187 06/19/13 3 of 15 Project Name: 13187 Kelly House Date:06/19/13 It Allowable Stresses for Aluminum 6063-T6 6063-T5 6061-T6 6005-T5 (psi) (psi) (psi) (psi) Fb 15000 9500 19000 19000 (Tubes & Shapes) J Fb 18000 11500 24000 24000 (Round & Oval) ; Fv 8500 5500 12000 12000 Tubes, Shapes & Round '' llll�, , _ .:. Owl E 10100 ksi 10100 ksi 10100 ksi 10100 ksi White bars apply to nonwelded members and to welded members at loc. fathers than 1.0 in from a weld Shadded bars apply to within 1.0 in of a weld Allowable Stress for Aluminum Welding: Aluminum Filler Alloy 5356 Fv=7000 psi Allowable Stress for Steel Strong and Weak Axis Allowables Stress for Tube Steel Shape: Fb=23760 psi, Fv=14400 psi for Fy=36 ksi E=29000 Ksi Fb=33000 psi, Fv--20000 psi for Fy=50 ksi E=29000 Ks Allowable Stress for Steel Welding: Welding: E-70XX Fv=21000 psi Allowable Stress for Stainless Steel Strong and Weak Axis Allowables Stress for Tube Steel Shape: Fb=16216 psi, Fv=9189 psi for (SS 304) Fy=30 ksi E=28000 Ksi Fb=24325 psi, Fv=13514 psi for(SS 304 1/16 Hard)Fy=45 ksi E=28000 Ksi Fb=40540 psi, Fv=22702 psi for(SS 3041/4 Hard) Fy=75 ksi E=28000 Ksi Fb=59460 psi, Fv=30270 psi for(SS 3041/2 Hard) Fy=110 ksi E=28000 Ksi Allowable Stress for Steel Welding: Welding: E318 or E309 Fv=19200 psi Allowable Stress for Wood Strong and Weak Axis Allowables Stress for Lumber No.2 Non Dense(7-4"thick): Fb=1350 psi, F\=175 psi for 2"4"Wide E=1400 Ksi Fb=1150 psi, Fv=175 psi for 5"-6"Wide E=1400 Ksi DESIGN INFORMATION: Florida Building Code 2007 AISC Manual of Steel Construction, NDS-ASD for Wood Construction,ASCE 08-07 Specification for the Design of Cold-Formed Stainless Steel Structural Members,Aluminum Design Manual 2005 Wind Loads,ASCE 7-05 DESIGN LOADS: Handrail Design Loads: Concentrated Load=200 lbs. applied at any point in any direction. Uniform Load=50 plf applied in any direction(other than dwelling units). Guardrail System Loads: Concentrated Load=200 lbs. applied at any point in any direction at the top of the guardrail(other than dwelling units include a load of 100 lbs applied vertically downward at the top of guardrail). Concentrated horizontal load of 50 lbs applied on a 1 sq ft.area at any point in the system. Job No:13-187 06119/13 4 of 15 1 Vertical Load Horizontal Load H,post � —L -� —L - L---� 0000*0—W I, - 39, Railing Span (in) :-4 ,0 Post Height(in) Wind Pressure(psf) ( , Single Concentrated Load(Ibs).....Railing P=200.00, Fence P=0.00 q50 Uniform Distributed Load(plf).........Railing q=50.00, Fence q=0.00 Single Concentrated Load(Ibs).....Railing P=50.00, Fence P=0.00 Eby;= I540U:t� psi Fly;= 15000:9> psi Fbp ' 15009.GQ psi Fbp �,,95-00 .. psi IF y, 51104. psi jFv .= 5t1fl0. psi Fupg: 5 psi 2800}. psi Sx .= 6.06 Vertical Loads in 5Ys'r;- q,785 in3 0.5621 in in3 AT := 0.9 in2 13 .....t7,4t1 in2 2 M Ap -:0:5 M SyM,F= €x:29;Horizontal Loads in3 Q:©5 Vertical Loads in3 IXTR:= 0!031 in I 1 T-03-94m 4 Job No:13-187 06/19/13 5 of 15 ilflI Concentrated Load=200 lbs. P200•L MTR.2oo in— lb 5 Uniform Load=50 olf MTR.50:= 0.1012•(�� L2tt `: in— lb For Wind Pressure gwind Hpost 2 MTR.wind:= 0.1012• 144 2 •L � , ..� in— lb MTR ma0TR.200,MTR50,MTR wind) in—lb rr� (�t1lU O> r�' Concentrated Load=200 lbs. VTR.200:= P2o0bs lbs Uniform Load=50 olf 11 VTR.50:= 0.6•(��J•L ,.,5 Ibs For Wind Pressure gwind Hpost VTR wind:= 0.6• 144 2 L P Ibs VTR:= ma�VTR.200,VTR.50,VTR wind) lbs r Bending Design For Horizontal Load:Section Modulus Required MTR Sy in3 TRmin:_ i ' t TR Bending Design For Vertical Load: Section Modulus Required SXTR.mm- MTR lxTR I I << in3 I FbTR Ix,+ IxBT J Shear Design: Area Required 1.5-VTR , m ir12 ATRmin:= Fv #'sFn r TR ASIM BENDINGYY.top:= if SYTR.min>SYTR,"N.G","OK" BENDING ifl;Sx >Sx "N.G" "OK") xx.top� TRmin— TR, , �, •'���, SHEARtop:= if(ATRmin?ATR,"N.G',"OK"1 Job No:13-187 06/19/13 6 of 15 Concentrated Load=200 lbs. lbs Rrr.2oo:= P200 aa� �� 4t Uniform Load=50 plf gso ��• RpT.so:= 1.1• 12 lbs For Wind Pressure gwind lbs RpT.wind:= 1.1 144 Hpost•E 1tt `°?. RpT= ma�RPT.200,RPT.so,RPT.wind) SENN lbs NOM maxi max�R R H R Hp°stl in-Ib pT= ` rr zoo, pT.so post, pT.wind 2 JI , VpT= RpT lbs. Bending Design:Section Modulus Required: M� N� „® k in3 SPT.min= pT Shear Design:Area Required: 1.5.VpT ApT.min:= Fv ;t in2 pT BENDING,,,:= if(SpT min?SxpT,„N.G","OK"1 4 SHEAR po . , "� � F st� if(A PT.min>—Ayr,"NG" "OK �,�. ,•�it�C++� ; �. Job No:13-187 06/19/13 7 of 15 Loaded Area I ft^2 Loaded Area 25 PSF (MIN) H.post hpk H.post hpk 4.0000 4.0000 2.0000- 4.0000 4.0000 C 2,0000 Assume three pickets acting simultaneously hpk:= Hw t— 2 Pso 1 lbs CApicket' 12'3 / ,.'1 in gpicket maxl;25,gwina) ' �� psf gpicket 4'hpk2 in-lb Mpg:= m 6•hpk•oo picket— w picket•18, V = max�12•w 0)pickef72 gpicket,4*hpk lb PK \ picket' hpk 144.2 Bending Design: Section Modulus Required: SPKmin PK in FbPK Shear Design: Area Required: 1.5•VPK APK.min is' in FvpK BENDINGpi,ket if(SPK.min>Sxpg,"N.G" "OK" SHEARpicket= if(APg m;,,?Apg,"N.G� "OK"1 I ttt1W� p M, Job No:13-187 06/19/13 8 of 15 'fi�f3 k�; I1�� /. Uniform Load=50 plf MBT.50:= 0.1012• q 12 2 LZ °a.; in— Ib ) For Wind Pressure ( 1 MBT.wind 1'I q jdJ st L2 I s 7 in— lb MBT= max MBT.50,MBT.wind) K7•= 1 ft— lb Uniform Load=50 plf V BT.50 = 0.6 q50 •L Ibs 12) For Wind Pressure VBT.wind:_ 1 gwind Hpost L S " lbs 2 ( 144 ) 2 i VBT:= max(VBT.50,VBT.wind) lbs Bending Design For Horizontal Load:Section Modulus Required: MBTa 11a SYBT.min= ? a#"� in3 FbBT Bending Design For Vertical Load:Section Modulus Required: SX TR BT /i n3 M IX BT :_ MBT LXTR+ IXBT Shear Design:Area Required: ABT.min:= VBT in2 FvBT f � r errcv . R BENDINGyy.bottom= if(SYBT.min SYBT,"N.G","OK") �15 BENDING '— if(Sx >Sx `N.G OK ) xx.bottom� BT.min— BT, , SHEARbottom= if(ABT min>ABT,"N.G","OK") Job No:13-187 06/19/13 9 of 15 Allowable Stress of Welding(psi) ly �;;0 5 Width of Tube Aluminum(in) to:= x<—0.00001 max VBT) while 0 Fvweld In .707•b•x x F-x+ 0.0625 2 Aweld b•te M max�VBT) � ., f'weld l si Aweld STRESS :_ "N.G." 7 "� . �y`.,� itl�'. "OK" if Fvweld? 'weld Wweld:_ " t 1/8" if e 5 0.1250 0.707 "3/16" t if 0.1250< e <_0.1875 0.707 Vc� �8ir 11 1/4" t if 0.1875 < e <_0.25 0.707 Job No:13-187 06/19/13 10 of 15 P.vertical P.horizontal H.post F2 a P h.eF ha Pi fl c.a1 D.grout B.post B.grout Vapost Post Width(in) 7.5 Post Depth(in) b Post Embedment(in) Minimum Edge Distance(in) wo"77071 5 _= 1 Equivalent Grout Width(in) Equivalent Grout Depth(in) Grout Strength(psi) Concrete Strength(psi) Hold diameter(Grout Diameter)(in) Concrete Slab Deep(in) Job No:13-187 06/19/13 11 of 15 Pd:= MPT ` . lbs Hp.g Ak' M" 2-hef2+ 3•Hpost•he£ in a 3.hef+ 6.Hpost Pd•a2 P2:= lbs hef-(2•a—hef) P1:= P2— Pd gym] lbs MII� M,,, := Pd.(Hwst+ a) ��a ti�b. z\r lbs— in M;, := P2.3•a+ Pl•3.(hef— a) � � lbs— in "`� �$fimlpll Vu:= 1.6•(m°,"(P1,P2)) lbs Job No:13-187 06/19/13 12 of 15 f2.gro,,t:= 1.6• 2•P2 a Bpost psi fi.m,,t:= 1.6•(h mar, psi of— a) B post Fpgrout:=[0.65•(0.85fc ut)]•1.5 f �& psi Stressgro„t:_ "N.G." "O.K." if max(fi.grout,f2.grout) <Fpgrout " Wt s , 2'P2 f2.concrete:= 1.6 ? � psi a•Bgrout 2.PI fl.concrete:= 1.6 � ' � psi (hef— a)'Bgrout Fpconcrete:= [0.65•(0.85•fcconcrete)]'1.5 psi Stresswncrete:= I,N.G." "O.K." if max fl.concrete,f2.conarete)<Fpconcrote Job No:13-187 06/19/13 13 of 15 W AVco:= 4.5•Ca12 in2 A = 2.(1.5•C )•h if h < 1.5- Cal: al a a C al In2 2•(1.5•Cal)•(1.5•Cal) if ha? 1.5-Cal . ............_............._..._..__.. Modification factor for edge effect ..._....._......_.__.__...._._......... yrV Modification Factor in No cracked concrete at service loads yc.v=1.4 Modification Factor in cracked concrete with yc.v=1 w/No supplementary reinforcement. yc.v=1.2 w/Supplementary reinforcement of a No 4 Bar between the anchor and the edge. yrc.v=1.4 w/Supplementary reinforcement of No 4 Bar and stirrups spaced at not more than 4 in. le:= if(hep>8.do 8.do hef) in le 0.2 coce 1'S V b:_ 7• r o f C al lbs.r d 0 1 AVe ,,,,»�» � lbs. Vcb:= �VecLv Y c.V'Vb ,#!a " AVco ,.,. ,..,;, Conditions ' , t. lbs �=0.75 w/Supplementary reinforcement are crossing concrete failure prism. �=0.70 w/No supplementary reinforcement are crossing concrete failure prism. BREAKOUTshear:= if(Vu>O•Vcb,"N.G.","OK") Job No:13-187 06/19113 14 of 15 S_tea �Z Calc= Cal In "N/A" if ha<Cal Ac 2-C (C Dgrout + Bgroutl 2 one.total -V G alc' I\ alc— 2 2 /I in Acone.post ;2--r(!H21 t12 T �a in 5 DMI Acone.total— Acone.post 2 �aa a 2 M Acone.final•- �t�pe=�4�8! ,„i , , V 4 fc A. Y + lbs cone.cb�- concrete' ne.final � ..F Conditions lbs �=0.75 w/Supplementary reinforcement are crossing concrete failure prism. 0=0.70 w/No supplementary reinforcement are crossing concrete failure prism. BURSTOUT,h, = if(Vu>0•Vcone.cb,"N•G.","OK") m ' Job No:13-187 06/19113 15 of 15 - N 0 0 ' u p M I \ 0 161 1�1 I� 11300 NE end Ave POIX OF DFAWNGS SHEET DESCRIPTION _ SD-0.0 COVER PAGE QS -0.1 -NE RA NOTES D-02 KEY P AN VA N, SECTION AND MEMBERS C� W n Wcc y Y� >� Y. �► n DI LLJ cn�3 w p o a w m a � � m o m Y c U Z ca WIN Ws 'm • �l C� • ❑ P' 04 ;111 v WIN GENERAL NOTES: I. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2010. 18. EASTERN ENGINEERING GROUP HAS EXCLUSIVELY DESIGNED THE STRUCTURE AND/OR BUILDING: COMPONENTS IN COMPLIANCE WITH THE APPLICABLE EDITION OF THE FLORIDA 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES BUILDING CODE AND DESIGN STANDARDS FOR STRUCTURAL REQUIREMENTS ONLY. AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE IS.ELEMENTS WILL BE AS DESIGNED BY EASTERN ENGINEERING GROUP AND AS APPROVED BY Z ENGINEER ARCHITECT AND/OR OWNERS, TO CONFORM GENERALLY WITH THE ARCHITECTURAL DRAWING W Q AND SPECIFICATIONS. 3. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL BE $ THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO 20. CODE FLORIDA BUILDING CODE ,2010 EDITION LOADS: Z� y E VERIFY ALL UNDER- GROUND FACILITIES PRIOR t0 THE BEGINNING OF CONSTRUCTION. Lu z � ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT RAILING: Z U g� THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE P=CONCENTRATED LOAD OF 200 N IN ANY DIRECTION AT ANY PLACE OF TOP MEMBER. cr. -!l CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. W= DISTRIBUTED LOAD OF 50 PLF At TOP MEMBER WIND LOAD AS PER ASCE -1-10 co 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT KD20.85, CATEGORY 2 LLI IS OBTAINED. WIND VELOCITY AS PER ASCE 'i-10 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT MIAMI-DARE BROWARD NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. CATEGORY I ---- --- --- 165 mph --- ====�=156 mph CATEGORY 2 ------------- 115 mph ------------110 mph 6.DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. CATEGORY 344 186 mph -180 mph -I. ENGINEER'S VISITS t0 THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION 21.THE EXISTING STRUCTURE MUST SUPPORT THE LOADS IMPOSED BY THE SYSTEM OR SYSTEMS. SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR t0 INSPECTION. ENGINEER ON RECORD OF THE BUILDING SHALL VERIFY THE STRUCTURE FOR SUCH �� LOADINGS. Y w -M dl S. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL Z °� BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO 22.THE QUANTITIES AND DIMENSIONS SHOWN ON THE DRAWINGS ARE BASED ON THE PROTECT ADJACENT PROPERTIES. ARCHITECTURAL DRAWINGS. I 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT 23. ALL DIMENSIONS t0 BE SITE VERIFIED. PRIOR NOTIFICATION TO THE OWNER 24. ANCHORING CEMENT WITH A COMPRESSION STRENGTH OF 10,000 PSI AT THE END OF -T 10.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND DAYS. FOR THE SEQUENCES AND PROCEDURES TO BE USED. 11. EXISTING: GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ALUAHNUM w � CD ACCURATELY REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR 1. ALUMINUM SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE ON THE o 2 .21 s FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES DRAWINGS: r TO THE ENGINEER PRIOR TO STARTING WORK. y c/, e TYPE Eb_ Fb(WELDED) Fv Fv(WELDED) J 'co (D m 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. 6063-TS(TU5ES 4 SHAPES) 95 KSI 48 KSI 55 KSI 28 KSI Y o ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES 6 063-TS(ROUND4 OVAL) 11.5 KSI 55 KSI 55 KSI 2S KSI = OR REGULATIONS SHALL BE BROUGHT t0 THE ATTENTION OF THE ARCHITECT OR ENGINEER 6063-T6 M5ES 4 SHAPES) 15.0 KSI 40 KSI 85 KS 2.8 KSI DURING BIDDING OR BEFORE WORK BEGINS IN ORDER t0 CLARIFY THE REQUIREMENTS AND 6063-t6(ROUND 4 OVAL) 18.0 KSI 55 KSI 8.5 KSI 2.8 KSI TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 6005-TS(TU5ES 4 SHAPES) 19.0 KSI 6.0 KSI 12.0 KSI 45 KSI 6005-TS(ROUND 4 OVAL) 24.0 KSI 9.0 KSI 12.0 KSI 45 KSI 13. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI At 28 6061-T6(TU5ES 4 SHAPES) 19.0 KSI 9.0 KSI 12.0 KSI 5.0 KSI DAYS. 6061-t6(ROUND 4 OVAL) 24.0 KSI 105 KSI 12.0 KSI 5.0 KSI 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING 2. WELDING. ALUMINUM ALLOY 5356. CLEANING: SSPC-SP2 'HAND TOOL CLEANING' CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS 4 GARBAGE FROM THE SITE AFTER COMPLETION OF WOG 3. PAINT ALUMINUM AND STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WITH �` �° g ALKALI-RESISTANCE COATINGS, SUCH AS HEAVY-BODIED BITUMINOUS PAINT OR DLO -as 15.DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. WEATHER-WHITE METHACRYLATE LACQUER *� EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED �n o DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE ��_ � 80 DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. ° 16.DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH , SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. 1-1. ES THESE SHOP TE A PROVID D DESIGN THAT HAS B EN DEVELOPED BYA EN ED ARCHITECT A COMPETENT LICENSED DESIGN PROFESSIONAL WHO CONFIRMED COMPLIANCE WITH ALL APPLICABLE NATIONAL AND FLORIDA BUILDING CODES. SD-O. ! g, taw 'Si gAYz �! � ( i �.t� ,{� !/�.t' i/i'//I .a ' � ; •� �'see f�,/ t,�g;,�.° � � c', • �}�° � Ss :^Y�m ,�rr.wya��s/ /.�i C. .' :I. {� x"'' tf/✓f'! / """� t .�� � .x� I' � I3 .�� m '<e. - % xp # ¢.I � 4 �� '��/Y y iii/�//✓/.:/ � Nfi/w rp{///:�//// ,I'/ //7l�////1�///•///' �P'6 ,,. < [, e r d >/.e ! �< ate. t t• € I r r ........ Ali- rl m 14r �a.P �%///'� "^^ , ®° � ,�:"� q .��'~ �� (�'�— i <� �I zi _ 3.... ....� _ / ,/ ,�'�, .� .... � '�� .. � �� �� ��.�i F + !:��x l � /' Ac �//4� '3 .\ P •' � 'I�2 � ! .Fry,"- I -I„�<�-. .�' � '�i / '� ����' d� ' ✓ j/j 4 s-- Win%•. °�-�\��' 3'_ � I+. I �` ! �. /(/•€i i J .f. / .4... , ....... .... .........s4rrr..,:m*r. d' .__'�.....s a-�_;,,;,'_. ,P a• � ,� 1-"` ! ,� I g;,:. . I 'j•A4:' _ N. C +> ,'i 1 n P FLAN SD-02 SCALE- 3/4'c:V-0' Li 0 W ze W W LU C/) o z CL a 9 m C CO >— _t — w •� o Y c Z LU 2 $ =84g,P, - ❑ 9 Go C 8 ®3 SD-0.2 0 . 0 Z A W c'�y6E CHANNEL BOTTOM RAIL CONNECTED TO POST W/ I/s' FILLET WELD 1/2' MAX WELD LENGTH 1/4° MIN WELD LENGTH. Z O Q PICKETS CONNECTED TO TOP AND BOTTOM RAIL WITH I/a° FILLET WELD Wks 1/2' MAX WELD LENGTH 1/4' MIN WELD LENGTH. ALL DIMENSIONS TO BE FIELD VERIFIED. L 1 CIO Sp-10 cq ,_3. SOLID DIXIE CAP 21/4'x3/4' I ' ALUMINUM ALUMINUM SOLID DIXIE SOLID POST HANDRAIL BRACKET x 011/4 SHD 40 TO BE A GAP 21/4' x 3/4' 11/ ' X 11/2 ALUMINUM ALLOY 6061-T6 ALUMINUM a = Fa Prior SOLID BAR M 3/4°X3/4' ALLOY 6061-T6 9, CONN- t0 POST 4 PICKET HANDRAIL ALUMINUM e WITH 1/4' ii) SOLID BAR ALL m ° 3/4°X3/4° ��ET D L WELD � E2 z 11/2°X1/2° =) p < . 11-01 0 ALUMINUM r o O o -' SOLID 8AR ° > c�i) i- POST — Lu J 0 0 Y Z ALUMINUM CHANNEL = o g BOTTOM RAIL 11/2'x1' CONNECTED TO TO w U POST W/ ka' FILLET w 0 38" WELD 1/2' MAX WELD U cq / 06" LENGTH 1/4' MINA WELD LENGTH 021/2' CORE DRILL gib a 4B' DEEP SET � >� POST IN NON ALUMINUM'BOTTOM CHANNEL SOLID PICKET �0�`I® wa li 11 ALUMINUM ALLOY 6061-T6 3/48 4 KET ,r,1.�p s� SHRINK 10'000 3 3 ° NO PSI GROUT, 4' MIN ALUMINUM �� a P- 5, � EDGE D ISt. (TYP) ALLOY ��' ? �6061-76 qT - a nn T-I-FIGAL ELEVATION SECTION RAILING t-IE�15E ('A SCALE: 1'=1'-0° SCALE: 1'=1'-0' SCALE: 12'=1'-0' ��s s" SD-1.0 SD-1.0 SD-1.0 ,i��a t® SD-1.0 Miami Shores Villa ge -_ -- Building Department I LA0Z Z Nnr 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 -- -- �� db Ted:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)7614949 FBC 20 P BUILDING Permit No. yy _ PERMIT APPLICATION Master Permit No. N l r Permit Type: BUILDING ROOFING JOB ADDRESS: EU City: Miami Shores County: Miami Dade Zip: 3 Folio/Parcel#: a Is the Building Historically Designated:Yes NO Flood Zone: p ` OWNER:Name(Fee Simple Titleholder): �9 ° bone#: ��.•3q Address: j 130t� � '�tit; zaz city: ) � �i State: / Zip: Tenant/1.essee Name: Phone#: Email: CONTRACTOR:Company Name: 151:'r 4,(VoW?A,#V l/le-J"-d J Phonel j klw 43 6-e4�35 4' Address: 3,32 0 A.0 54 6 City: e9" V v State: Zip: Zr Qualifier Name: ���� hone#: A N5&46.3 State Certification or Registration#: Certificate of Competency#: 03 M iqV 9993 Contact Phone#: m " Email Address: 544-S DE,SIGNER:Architect/Engineer. Phone#: Value of Work for this Permit:$ / �® SunwreflAnen r Footage of Work: a Type of Work: UAddition Alteration ew ORepair/Re�lace ODemolition_y Description of Work: Color dwU tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Qr//� Bonding�7'�AZ�s City P 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. a absence of such posted notice, the inspection will not be approy#and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 40- —,20 11,by ate; 1 ��6� day of !C7 ,20 il,by T)Qb&1)-'0 0(:�)(-4 who is known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. �d ct Z 4 as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: l Print: Print: ®c ,\°S My Commission Expires: L PAUGSSION#EM6829 My Commission Expires: EXP : 12,2014 14WD,-NOTARY Fl.Nemry D=w t Ammon Co. MA�p�ttYi��Luis Riastbs APPROVED BY1l Plans Exami �Ym�esion EE 877874 � g Structural Re Clerk (Revised 3/1=012)(Revised 07/100)(Revised 06/I0/2009)(Revised 3/15/09) Village 15OREMiami hores s� Building Department NINE 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 rORiDA` Fax: (305) 756.8972 June 25, 2013 Permit No: CC13-1419 Building Critique Review 1. Hand rails must comply with FBC 1012 all portions and 2. Guards must comply with FBC 1013 3. Provide a site plan showing the location of the work. NB Norman Bruhn CBO 305-762-4859 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. 10/04/2013 09:19 3058840446 FIRST GENERAL INSURANCE 07754 P.001 /001 CERTIFICATE OF LIABILITY INSURANCE °A�(MMMOYYYY) `.,,..� 1O! 4113 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 13Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURE14(Sh AUTHORIZED R03RMENTATNE OR PRODUCER,AND THE CERTIFICATE HOLD wpaiz Aw, If cermeaEO hokw is an ADDITIONAL INSURED,the polLCyon)must be endovsed. if 5L1 FLpCAT1ON IS WANED,subject to the terms and conditions of the policy,certain policies may requkm an erdorsemant.A statement on this celtEkate does not confer lightil to the ce*Kcate holder In lieu of such endoraAtttent(s). PRODUCER CONTACT Fi1.t Geld Insumnce PHONE (305)817-0303 PAX Na (35)817-0333 7900 NW 155 St,Suite 1022 E-um cbrUZOn�irstgeneralirlsurdnoe com ADDRESS- 141is"Lakes,PL 33016 S)AFFORDING COVERAGE MAIO 9 Phone (805)817-0303 Fax (305)817-0333 INSURER A, GRANADA INSURANCE COMPANY INSURED INSURER : Hevia Afuntnurn&iron Woftjne. RER C 3320 NW 54 St INSURER D: _ Kmy4,FL 33142- (305)6313#I63: a INSURER F COVERAGES c w-nFICATE NUMBER- REVISION NUMBER_ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISPED 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 POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. I EXCLUSIONS AND COND TiONS OF SUCH POLICIEC,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1 TYPE OP IN6LRQ0 E POLICY NUMBER ImparNMIAMM Lam GENERAL LJAHSITY >=pCt t pCCU>tRSNCE. s 1.000.000.00 ® C0*M;tCIAL CENERAL UA 1UTY PREM� owmence l_100,000.00 A ❑ CLAeM&MADE 21 OCCUR Y 10/04/2013 0185FLODD39W7 MED EXP(Any orb imm S 5.000.00 0i3 10/04/2014 PERSONAL&A13V INJURY S 1,000,000.00 ❑ GENERA!.AGGREGAie $ 2.000,11M.00 GEWLAGGREGATELIMMAPPLIESPER PRODUCTS-COMP6PAGG S 0.00 ❑ POLICY ❑ ❑ 4C1C $ AUTOMOBILE L UORL'FY D 3(riC�1 E LM1i $ ❑ ANY AUTO BODRY INJURY(Par P&SM) S ❑ AL�it(>OWNED ❑ S6RU LED 60DILYINJURY(Per;xOG nt) S ❑ K1RED AUYOS ❑ A! VdNSD P P AbIAGE: S OCCUR RRECF1 UKMWJAAJAB ❑ G S ❑ excras L1AS El ci.AwwAm AGGRECA'[E S ❑ OED ❑ Las=LEt'L m s S SM YWRIMRS COAMON $TA ❑OTIi AND EMrLOY6 .i�tIAB MY YIN ANY EXCLUDEDta7ED PROPRIEfnRlPAR #7(ECU7NE NIA E.L.EACHACCVr;W S OFFiCEP1MEI16ER �Y yas ds�t in N H ❑ E.L.DZEASE-EA MPLOYE S _. DESVFifPMM OF OPERAMONS belvx E.L.DISEASE-PQL.ICY UMrr S pESCRtFnW OF OPERATIONS 1 LOCATIONS/VEHICLES(A}r8C1r ACORD 101,Ad&ft 1 Remarks Sdm&da,If vom w am is teeSW9Q _ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE'.DESCRIBED PQLICISLS BE CANCELLED SWORE MIAMI SHORES VII.?AGE THE O PIRATiON DATE THEREOF,NOTICE WILL BE DELIVERED IN 100SO NE 2ND AVE ACC MANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,1133138 7><r6 O 40 CORD CORPQRATION. AII rigiXs mwved. ACORD 25 0110/(!17 OF a ACORD name and logo are ieg"IStered marks of ACORD CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY �!d A 03BS00883 HEVIA ALUMINUM&IRON WORKS INC D.B.A.: 7aL HEVIA ROBERTO Is certified under the provisions of Chapter 10 of Miami-Dade County