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DGT-14-2437 L•rA Miami Shores Village -- _ U Building Department �iov ® 5 2-G14 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 r' Tel:(305)795-2204 Fax:(305)756-8972 BY:_t1b INSPECTION LINE PHONE NUMBER:(305)762-4949 FB 2 BUILDING Master Permit No.l)Gt- ( ` 114 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION FISHOP � '�/ �j CONTRACTOR DRAWINGS JOB ADDRESS: ��"'C�'Y' L \CA —4yaA City: Miami Shores County: Miami Dade Zip: 35k0.7 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER:Name(Fee Simple Titleholder): Phone#:('®�)�7 .—���� Address: te/�t+— - ���, City: �l/��'`1 Y �"� State: ��• Zip: '35 k Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Cllr Y1.-eG✓-eo Phone#:(3D5)60ji-QLf7/ Address: 9 —tsD` CC,u��� Ue SoZ City: 6a&07 State Zip: 3 31- Qualifier Name: Jes l )S 1� Ai-)U q C AMp-/Vci, Phone#: \ 5� qD L,6f7/ State Certification or Registration#: ro'�S'o Certificate of Competency#: DESIGNER:Architect/Engineer: -Phone#: Address: City: State: Zip: Value of Work for this Permit:$ fso bv• Square/Linear Footage of Work: Type of Work: ❑ Addition r❑ Alteration 1 New ❑ Repair/Replace ❑ Demolition Description of Work: k\ t.L/� 2—� " aezyn )6AVA QnCI1QA-' �L o Specify color of color thru tile: Submittal Fee$ Permit Fee$ 7• CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 569. 4A' (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. Signatu[ Signatur OWNER or AGENT NTRACTOR The foregoing instrument was acknowledged before me this The fo going instrum t was acknowledged before me this day of n dlr�, 20 by 3 day of 61!' . 20 Iy by —1-kac,4 �a i' ? ,who is personally known.to J Chs and8' CcWn a Ih is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oat NOTARY P NOTARY PUBLIC: Sign: Sign• Print – Print V (�6� UIVIAN A.WV-EIRr� Seal: , AN COMNIGSION#El 098469 Seal: VIVIAN R.FAVEIR0 a moo;,= NARES•Se�7iernber 30,2015 *; MY COMMISSION#iliE 098469 %,p a:; IRES:Sapiantber rk.iary Public Underxdter a° EXP96.2015 Bonded Thru Notary Public Undenwiter j Z J (� / 0 APPROVED BY � ` ' Plans Examiner Zoning 14kl;ft l I Structural Review Clerk (RevisedO2/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 � 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 CARMENATE, JESUS M ENGINEERED SYSTEMS SOLUTIONS LLC 6834 SOUTH WATERWAY DRIVE MIAMI FL 33155 Congratulationsl 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 , STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CGC1506880 ISSUED.,- 06/25/2014 serve you better. For information about our services,please log onto www.myfloridalieense.com. There you can find more information CERTIFIED GENERAL CONTRACT-6R about our divisions and the regulations that impact you,subscribe CARMENATE,JESUS 14 to department newsletters and team more about the Departments ENGINEERED SYSTEm$-SOLUT16NS LLC initiatives. - - Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED un-der the provisions of Ch.489 FS. and congratulations on your new license! E:pkauon dEde:AUG aa,2016 u4062600CM4 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION s CONSTRUCTION INDUSTRY LICENSING BOARD t cdc1506880 The GENERAL CONTRACTOR j Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 W'� � CARMENATE,JESUS M . ENGINEERED SYSTEMS LaONS LLC ', 250 CATALONIA _ ,• SUITE 502 r CORAL GABLES FL 316 3134 • ti _ 2 r. 1cc1ICn• MnrMMA ni-gpl AV AR Ps=ni IIRFI7 RY 1 AIN RFD 6 19408250000774 )03418 :.:eJ�•+^«'q,5^a�'??.T�"t!:5iti2?°.''j?f:t;7m,'iGfi >�-s•-"�.�:':F�.r�4•S:P�}'.;:3�Y-•.;yC�:Z r"•k',".:,`�?"%.`-rk:;;? :Ph.;G`�'}}Pp `;•.�':�?,n •tP.^Y.Yrv+2'!" *^4�5"''�' '1'fn Ell „a1 3 FyxY € r r s�Yw y.l v s 1 -101 ;I BszFjJi jS OTlsBiLL ib0I q p4` (•t-P Ft'kr'? t L4 ci 6 vF E > 3. ..6_�"✓ Y £P '"x� E i "`,� ,�`, r4 S't a'. 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'� sf5 's<v�fi,' -s t ! .,t • & �+ L. tiT., ,n z t.t -- '.,--. t r 5 h,, S Ktr bWNEt� h•� t �"r, 4 � SEC Tvl�,�'i'o� sl Ess �a„ks.���"•�'Y�r�+ 1Fa NGIN i E SYSTEMS SOlu11�NS LLC'' 196 GEN�J W."bUILEING CI�� J�F y T 'a�OCEIVE' ,,.a� lfljorl�er 1+ ,t s f C,GC1506b r t t cTo ;f$ . rot r o-x Y: r � r �F d'� .00 09Ob/20 a:,*y^ x rxZ3 �$ f' • ><�yz r \ t r Lot its' "^:j r � 4i .3'fk `s c-'c- ? ?� 5 ns'T ~� i >=,r , EDITCI;J�-14-035634 �a,+M�° f-0•. ~ {� {'ru ;� �, :. ,;3 iu .ay �• r'.s,.1 to This 1 usiness. eoeipt.onrlgii�irma paymnt of t�iLdl Busin Tax'rho Recti not a if perdf r at certifica Slr6fthe hold��d tiplificatioitq to da business.Nolder musFcoptp)y Any®ove IN� is ' {: "or3pAJi�oflsiei�tmeniut'{'e'�iilutory Iau��'n -�quirema wrhtch appJYto tho hus�rles��y��� �- �` t''��.r: 'tJiOBECEIPT P10i3ove must bg displayed ort�l coi>t�eret�l vahicl'i �UIiDu odd Sac 0aS21Ji. �r:�;,:, Foiipore�nfof"inatlon vi1;� Igididade ov itb8'��ectal� �+•�i ` t^. _...�......-.. . )04781 �,�£ �3 - �r •, �,x;c a t t fi . . 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'_° z L''` St MEN fbTIGWJi SYSTEMS S0L ONS LLC€ 186 GENEf#(6 MECI�ANICAfsi'i4JIyTRA 01 Y a ^ TAX CO t CT0 d a � t" , i��wi�`'' t�3t�SMC125Dd1�; x:N �+���Yt:!•t`$y'��i � fig, p?"�r�-i� � �?,: 8 � '�s 1 r ' Faxr� yv E � 0 b6/201a4 y'S ,��' f"� �"t �,f`c.;• c`�.ti �,ii: � -�i- �.�*sSr ,x��,�`k5.00 Int y "_ski 4,� -• EDITCA�tD-14 05634 a ,r 4y ty''S'4 - iy it �a�e54' it•.� �t •vim, ': ..... �ry �t�� F�P�a+;? -f This LoAlSttusinassiYdx itaceipt only l:6tifirms payment of the Local Business Tax The Rec�ip s not a haus perm 6r�cettiRoaJibti4efjtheholdgrsgg81if1catiotodobusmess.NofdermusClmrltrlitiinygave trie ohobO3ibmentai rag�ilittory laws'and'requiremAh}s.:whloh.ap lyto ffie pusi dsr �.3; s$a'•r- 1 7. r r+. •tui fi..: txr�a-:;,? •. +�i gr .x. i {;'g;,''<3 i`,Yi� '�,. fltd iS�CE1PTN1TrAiiove musffik#TfiApiayed od;eiFc�rhmer�iAI vehiclAs ti iem(�D�tlea68_di3 Sac 8a--'w x .K•, �': Fk�s rya c ;5t?'y. `..[ ?r.,:� � ,�x.,. ; �OymoC�lufyimation, dada.aovKhrccallAc?o� ;<�� J,_.f:•,.._ .. ,�:y *ACCY CERTF�t MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE1/03/14 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 POLICIES 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 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 ACT NAME: Vicky Fernandez Occidental Risks Services,Inc KCPHONE.oExt• (305)433 4068 FAX No): (888)420-6814 11890 SW 8st Suite 500 E-MAIL vicky@occidentalrisks.com Miami,FL 33184 INSURER(S)AFFORDING COVERAGE NAIC# Phone (305)433-4068 Fax (888)678-2045 INSURERA: Republic-Vanguard Insurance Company INSURED INSURER B Engineered System Solutions LLC INSURER C: 250 Catalonia Avenue #502 INSURER D: Coral Gables,FL 33134 (305)986-2217 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 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 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, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I�j•R TYPE OF INSURANCE ADDLSUBR R WVD POLICY NUMBER POLICY EFF Myo EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 A AGE TO Q NTED COMMERCIAL GENERAL LIABILITY PREM SES(Eaoccurrence) $ 100,000.00 A F—] ❑ CLAIMS-MADE Q N N 11/27/2013 11/27/2014 OCCUR PGL005676-13 MED EXP(Any one person $ 5,000.00 ❑ PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000.00 ❑ POLICY [:] JECTPRO ❑ LOC $ AUTOMOBILE LABILITYCEO eB�INdeDtSINGLE LIMIT $ ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ ❑ALL OWNED SCHEDULED AUTOS AUTOS (BODILY INJURY Per accident) $ NON-OWNED PROPERTY DAMAGE ❑ HIRED AUTOS ❑ AUTOS Per accident $ ❑ ❑ $ ❑ UMBRELLA LAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATIONWC STATU- ❑ER AND EMPLOYERS'LABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? N/A E.L EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,K more space is required) General Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105)QF The ACORD name and logo are registered marks of ACORD Oct 1713 09:59a P.1 I PAGL Wel Mc 09/10/2013 09.22 850-413-1979 CUSTOIAEP, ASSISTANCE PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE I ORTANT STATE OF FLORIDA wtw OWA exwnp#w ftm W&Chapter by Iflng a cartlecate of DEPARMENT OF FINANCIAL SERVICES iF election wrier this sadon MY not Imm bwelb Or DIVOON OF WORKER&CCOPENSATION 1 coqmnsellon undw this chapter. CONSTRUCT11ON INDUSTRY EXEMPTION 0 L taut uorn to ChWer440.05(12),F.S.,COF111108tIM Of GWC*m to aM OF gjaCTM To OR MUMPT FFM FLOOMD be emmpt..upply odyvAM Um sg4p of the business or trade W0rjMWC0W9M-n0VlAW listed an"natim of eWdka to be exonPL gFPSOMEMM 8NNM3 MWMTMDATlE-- BMW% amw CARMENATE JESUS m H pwwmttDChspter440.05(iSjF.&,NMCMGIdWWntubs 10 FMN: 203185646 E exempt and camocaws,of dection to be ewavl shall be R suwd to favocation tt at any time*aftw ft mm of the nefte BuSWESS taAE AM AMRM$: '4warme*f'be canmwte.am person Farad once E or'fte ts MVMNEMD SYSTSMS SOLUTIONS LLC rame or medflombe no Impt mosltsths aqUITOM"Is Of the section W Issuance ota wM0810.The 418PIrknad sw revolm 250 CAMOMA AVS SUrM W e owmeate at my time for lallums of the person nerved on Ow CORALFl. 831oertiffasts to R*d ft requiwments of this on. 43ABLES 34 SCOPES OF BUS94ESS OR TRA LICENSED GENERAL HEATING,VENTILATION, CONTRACTOR-PROJECT AIR-CONN g MAMAGISCO DMF24DWC_252 CERTIFICATE OF ELECTIOm To BE EXEMPT REV16ED 07-12 QUESTIONS?(8zq4l3-1609 Miami Shores Village Building Department IpR10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company. Therefore,you may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor Print Name:s " � 1����� Pr5of ��� ►' 1 AVO C��l�'1 f'/� e Signature- - SiC. State of Florida) a) County of Miami-Dade) County of Miami-Dade) _ Sworn to and subscribed before me this Sworn t and subs c 'bed before me this day of ,20 /Yday of :S3111�d�X'3A' ` •• •�o�`y � //�� I 0�J"Y lI aaOld dOb By ��s ® sJ� - V✓ �2 �.' %� W� oNQnd (SEAL) m: !O9 .�e o--_ (SEAL) A40 Inn- all I a fiJ Type of Identification produced Type Qku" roduce �j� \\, Stat Florida /�,,�'�abxi u���````\\♦♦ ® �, My Commission#EE 834277 Expires:September 11, 0 A CERTIFICATE OF LIABILITY INSURANCE DAT 02120°"YY„' 0220/15 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 POLICIES 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 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 endomement(s). PRODUCER �NEACT Vicky Fernandez Occidental Risks Services,Inc PHONE ( )433-4068 Fax No): 888)420-6814 11890 SW 8st Suite 500 DDR vicky@occidentalrisks.com Miami,FL 33184 INSURERS) AFFORDING COVERAGE NAIL 0 Phone (305)433-4068 Fax (888)678-2045 INSURER A: International Insurance Company Or Hannover INSURED INSURERS: Engineered System Solutions LLC INSURER C: 250 Catalonia Avenue #5d2 INSURER D: Coral Gables,FL 33134 (305)986-2217 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 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 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, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD UB POLICY EFF POLICY EXP LTR POLICY NUMBER MWD MMlD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000 OW.00 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,000.00 PREMISE Ea occurrence $ A ❑ ❑ CLAIMS-MADE 0 OCCUR N N IGOSAOO6969-00 11272014 11272015 MED EXP(Any one person $ 5,000.00 ElPERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000.00 ❑ POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE LUMLITYEaMeB�lidEmDrtSINGLE LIMIT , ❑ ANY AUTO BODILY INJURY(Per perm) $ ALL❑ AUTOS OWNED ❑ AAUTOESDULED BODILY INJURY(Per accident) $ ❑ HIRED AUTOS ❑ ANSWNED (PROPER e DAMAGE $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE _ $ ❑ EXCESS W1B ❑CLAIMS-MADE AGGREGATE $ DED ❑ RETENTION $ WORKERS COMPENSATION ❑WC STATU-LIM ❑OTH- AND EMPLOYERS'LIABILITY Y r N ER ANY PROPRIETOWPARTNERIMCUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? ElN r A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yyea ibndm DESdRIPTIONdescre uOF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS r LOCATIONS r VEHICLES(Attach ACORD 101,Additional Ramada;Schedule,If more space is required) General Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHOwzED REPRESENTATIVE Miami Shores,FL 33138 ©198&2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)OF The ACORD name and logo are registered marks of ACORD D C-1T STRU ClUf UL CALCULATIO S NEW WOOD DECK. .. Project Location: : •• • 1144 NE 101 ST •• ....:. MUM SHORES nORIDA 33138 • Prepared For: •• . NANO VALDES & DAISY ABELEDO • ...... 1144 NE 101 ST MIAMI SHORES,FLORIDA 33138 • Prepared By: UM ENGINEERING, LLC "! 8truc M/CM osstgn-mspsctbr*-nuew—fs O � R -�a tvsonog�rrens LMU Engineering,LLC S CA#27403 Luis M.Uffoa,P.E.,SX Civil/Structural Engineer Florida PE#63909 19460 SW 2-d Street Pembroke Pines,FL 33029 C a Cell(305)804 8819 �u Lu a 0 v Fox(954)447 5162 ������'ULL0��4�i Q A O p '' z 1u11rradalmuengineering:cQzn e.`� ....•... • p z ¢ ,.`J�5• 1`13 E • •.o .o ,do Z 41 00 N 6g� vs v1 � .Wz y1� ;oNPv NOVEMEER,2014 �ss���,,,��• NEW WOOD'DECK 1144 NE IDI ST eNaINEER(NG,1LC MIAMI SHORES,FLORIDA 33138 MEX CONTENT .::JaGE Pio.• e• •' •• ...... ' • • COVER SHEET-------__-__w_____—____—_____________ ____________ ....;.. •61 ...... INDEX-----_------------------- - --------------------______--------------- �s�.. _ f. DESIGN OF POSTS AND ANCHORAGE _ e _ 3 to-5e e e G o e. CHECKING JOIST SPACING ------- ------------ -- "-----�---' 6 to-? •• ...... PROPOSED DECKING------------------------- .- __�__—__—_____ •••••• 8. • PROPERTIES OF PROPOSED ANCHORING GROUT----------------- -------; • 9 to 3 .:. ••••e• TOTAL NUMBER OF PAGES •we13... Pursue Florida Rule 6IG15-23.402, all attached manual and computer generated calculations described on above index have been oduced by this office for this specific project;please note that attached technical da °°� r public information attached to this report are for reference only,this ofpfh°a ess 4 o° iility for the accuracy of those documents. C, ®moi • ,W® F •W_ fit v OsloNP`•�`����seeeee���� Luis M.Yfloa,P.E.,S.I. CivilS ctural Eer ngine LMU gineering,LLC(CA#27403) State Florida P.E.#63909 19460 SW 2Ad Street Pembroke Pines,FL 33029 lulloa@lmuengincering.com LMU Engineering,LLC ISM SW STREET a Pembroke Pines,FL 33029*Phone:(3"W4-8019•lutioa@imu;nglne;ng.com tip../ NEW WOOD DICK MILO 1144 NE 101 ST ENGINEERING,LLC MIAMI SHORES,FLORIDA 3313$ DESIGN OF ROUND ALUV PUM POSTS: Aluminum.Posts 6061-T6 P 200 lbs Allowable Stress=25 ksi(10.5 ksi when welded) '—"—I Height =36 in Lateral load =200 lbs Proposed Section=l-1/2"SCHD 40 PIPE SPROP. =0.326 in' . • ••••i• • h=3e ...... BENDING MOMENT KM": ..... .•. •• M=(P)(h) • M=(200 lbsX36 in) •.... •' ..• •••• M=7.2k--in ••••• REQ—UJM MODULUS OF SECTION"Stem". ...... •••• • . . SREQ.=M/6ALIAW. •.••�• •.•.•• SRBq.=(7.2 kin)/(25 ksi) .• 0. 0 . . .. . :00 SReQ.=0.2$8 W = SPROP.=0,326 WQg 11 1 ••• • THEREFORE USE 1-1/2-ALUMINUM SCHEDULE 40 PIPE POSTS @ 48"O,C.MAX. DESIGN OF BASE ANCHORAGE: DATA: Post dimensions =2"DIAMETER Hole diameter =3.5" Hole embedment=4" Design load =200 lbs(any direction) L=36" m=4" -201b I' f2 C47NCRft�.SLAB. I :0000 jj av_St,RW VON—fgTHAM GROUT mk1W—RG1 BY AW<SIVEs iwiNmoGv EI_ �._...._ F %'6:-10"W1 OR APPROWD e0W t 9 LMU Engineering,LLC 19480 SW 2'•STREET•Pembroke Phies,FL 33029■Phon®:(305)804.8818 w tulloa@knuengineering.com Y NEW WOOD DECK I* 1144 NE 101 ST ENGINEERING,CLC MIAMI SHORES,FLORIDA 33138 2a2(2a-m)-(3L+a+2m)=0 P1=Pz m—a2 a P2= a2P in(2a—m) a= (2m2+3 Lm)=(m13)2m+3T,) since in=4"and L=42" • (3m+6L) (m+2L) ...... .....* *so 00 a=2.03 in •••�•• •••••• • then, ...... •. .. 00 00 0 P2=3,434 lbs • 0000:0•••.. . • • • = 2P2 since the past face is b=2' then •'. .. . . .... . (a x b) . f2= 2 3,434 lbs) (2.03 inX2 in) f2= 1,692 psi CHECKING ANCHORING GROUT: Fc=10,000 psi f c=0.45 Pc=(0.43x10,000 psi)=4,500 psi fc=4,500 psi >>f2 1,692 psi 11111 CHECKING CONCRETE SLAB FOR 35"DIAMETER x 4DEEP Ht3I,E: F'c=3,000 psi fc=0.45 Fc=(0.45)(3,000 psi)=1,350 psi f2= 2P2 since the hole diameter is`b=3.5";then. (a.x b) f2= 2(3,434 lbs) (2.03 in)(35 in) f2=966 psi fsc=1,350 psi >f2=966 psi (D1111 LMU Engineering,LLC 19460 SW 2-STREET-Pembroke Pkm,FL 33029•Phone:(305)804-WS-lulloa@lmuengineeiing.com ' JL NEW WOOD DECK u 1144 NTE 101 ST ENGMEERING,LLC MIAMI SHORES,FLORIDA 33138 sa x�rc�ao Pecs. A� /,0000.ECCE C� CONCRE'7E 1 r� i L t CONE 07 ! � FEAR • • ` 0000•• g.I ``\ 0000 � 0000•• 0000•• • • •• 0000•• 0000•• 0000 �� •000.: 13 •.0000 • • •• • •• 0000• 0000.• • Allowable concrete stress= 4 f e 0.85 4 Y 3,000 -.00.. ( )( ) ( psi)= 1$6 psi ••.••. Surface area of half of the truncated cone :000:0 06.0:0 Ate=[(21r/2)+2n(3.75"/2)](4.25"X0.5)=31.71 int : ,•00 0 0000 • Ultimate load =1.6(P2)=(1.6)(3,434 lbs)=5,500 lbs •• . • Actual Stress =5,500 lbs/31.71 int=174 psi 186 psi >174 psi S 11111 THEREFORE THE PROPOSED SIZE AND LOCATION OF THE CORE HOLE IS APPROPIATE,USE HARD ROK GROUT BY ADHESIVES TECHNOLOGIES WITH A f e=10 KSI OR APPROVED EQUAL,CONCRETE SLAB TO BE MINCNUM f",=3 KSI LMU Engineering,LLC ME SW STR15EC-peMbroke Pines,FL 33029■Phone:(308)804-8849®luitoa@lmuengineering.aom E-Codes' Page 3 of 6 Spruce-Pine-Fir SS 9-2 12-1 15-5 18-9 9-2 12-1 15-0 17-5 Spruce-Pine-Fir #1 8-11 11-6 14-1 16-3 8-1 10-3 12-7 14-7 Spruce-Pine-Fir #2 8-11 11-6 14-1 16-3 8-1 10-3 12-7 14-7 Spruce-Pine-Fir #3 6-10 8-8 10-7 12-4 6-2 7-9 9-6 11-0 Check sources for availability of lumber in lengths greater than 20 feet. For SI: 1 inch = 25.4 mm, 1 foot= 304.8 mm, 1 pound per square foot= 47.8 N/m2. TABLE 2308.8(2) FLOOR 30IS SRANS FOR COMMON LUMBER SP $ ••••:• (Residential Living.Area "Live Load = 40 poun er square fook.11A = 36A •• :•...: •..• • .. DEAD LOAD = 10 psf DEAD �Qf�b'� 20 PH. ••:•.' 2x6 I 2x8 12X1012x121 2x6 1 2 )•S• ax10 30IST Maximum floor joist spans ' ;.••;• •...:. SPACING SPECIES AND (ft. (ft.- (ft. (ft. - (ft.- ve.— Ift.- (inches) GRADE in.) In.) In.) In.) in.) in.) in.) . ;.in.) Douglas Fir-Larch SS 11-4 15-0 19-1 23-3 11-4 15-0 19-1 23-3 Douglas Fir-Larch #1 10-11 14-5 18-5 22-0 10-11 14-2 17-4 20-1 Douglas Fir-Larch #2 10-9 14-2 17-9 20-7 10-6 13-3 16-3 18-10 Douglas Fr-Larch #3 8-8 11-0 13-5 15-7 7-11 10-0 12-3 14-3 Hem-Fir SS 10-9 14-2 18-0 21-11 10-9 14-2 18-0 21-11 Hem-Fir #1 10-6 13-10 17-8 21-6 10-6 13-10 16-11 19-7 Hem-Fir #2 10-0 13-2 16-10 20-4 10-0 13-1 16-0 18-6 12 Hem-Fir #3 8-8 11-0 13-5 15-7 7-11 10-0 12-3 14-3 Southern Pine SS 11-2 14-8 18-9 22-10 11-2 14-8 18-9 22-10 Southern Pine #1 10-11 14-5 18-5 22-5 1041 14-5 18-5 22-5 Southern Pine #2 10-9 14-2 18-0 21-9 10-9 142 16-11 19-10' Southern Pine #3 9-4 11-11 14-0 16-8 8-6 10-10 12-10 15-3 Spruce-Pine-Fir SS 10-6 13-10 17-8 21-6 .10-6 13-10 17-8 21-6 Spruce-Pine-Fir #1 10-3 13-6 17-3 20-7 10-3 13-3 16-3 18-10 Spruce-Pine-Fir #2 10-.3 13.6 17-3 20-7 10-3 13-3 16-3 18-10 Spruce-Pine-Fir #3 8-8 11-0 13-5 15-7 7-11 10-0 12-3 14-3 16 Douglas Fir-Larch SS 10-4 13-7 17-4 21-1 10-4 13-7 17-4 .21-0 Douglas Fir-Larch #1 9.11 13-1 16-5 19-1 9-8 12-4 15-0 17-5 Douglas Fir-Larch #2 9-9 12-7 15-5 17-10 9-1 11-6 14-1 16-3 Douglas Fir-Larch #3 7-6 9-6 11-8 13-6 6-10 8-8 10-7 12-4 Hem-Fir SS 9-9 12-10 16-5 19-11 9-9 12-10 16-5 19-11 Hem-Fir #1 9-6 12-7 16-0 18-7 9-6 12-0 14-8 17-0 Hem-Fir #2 9-1 12-0 15-2 17-7 8-11 11-4 13-10 16-1 Hem-Fir #3 7-6 9-6 11-8 13-6 6-10 8-8 10-7 12-4 11 Southern Pine SS 10-2 13-4 17-0 20-9 10-2 131E 17-0 20-9 Southern Pine #1 9-11 13-1 16-9 20-4 9-11 13-1 16-4 19-6 http://ecodes.cyberregs.com/cgi-exe/cpage.dll?pg=cutnbdrx&rp=d:%5Cwebco... 11/18/201A) E-Codes' P, 4 of 6 /M4xA Pq h �`M��► S 8' /O'� �' Southern Pine #2 0 12-10 16-1 18-10 1 9-6 12-4 1 -8 17-2 Southern Pine #3 8-1 10-3 12-2 14-6 7-4 9-5 11-1 13-2 Spruce-Pine-Fir SS 9-6 12-7 16-0 19-6 9-6 12-7 16-0 19-6 Spruce-Pine-Fir #1 9-4 12-3 15-5 17-10 9-1 11-6 14-1 16-3 Spruce-Pine-Fir #2 9-4 12-3 15-5 17-10 9-1 11-6 14-1 16-3 Spruce-Pine-Fir #3 7-6 9-6 11-8 13-6 6-10 8-8 10-7 12-4 (continued) • TABLE 2308.8(2)-continued S FOR COMMON LUMBER SpEIGII�S- •.�•;� (Residential Living Are , Live Load = 40 pounds p square foot:tj7!'.= 360) • DEAD LOAD -0 psf DEAD E® O 20 psf •• ••. 2'x6 2x8 12x10 2x12 2x6 250 12x10 2xa2 ••••.. JOIST Maximum floor joist spans; SPACING SPECIES AND (ft.- (ft. - (ft. - (ft. - (ft. - (f9- '{ft. - • (ft.- .. •• (inches) GRADE in.) in.) in,) in.) in.) in.) 'in.) i41•) �"": Douglas Fir-Larch SS 9-8 12-10 16-4 19-10 9-8 12-10 16-4 19-2 Douglas Fir-Larch #1 9-4 12-4 15-0 17-5 8-10 11-3 13-8 15-11 Douglas Fir-Larch #2 9-1 11-6 14-1 16-3 8-3 10-6 12-10 14-10 Douglas Fir-Larch #3 6-10 8-8 10-7 12-4 6-3 7-11 9-8 11-3 Hem-Fir SS 9-2 12-1 15-5 18-9 9-2 12-1 15-5 18-9 Hem-Fir #1 9-0 11-10 14-8 17-0 8-8 10-11 13-4 15-6 Hem-Fir #2 8-7 11-3 13-10 16-1 8-2 10-4 12-8 14-8 19.2 Hem-Fir #3 6-10 8-8 10-7 12-4 6-3 7-11 9-8 11-3 Southern Pine SS 9-6 12-7 16-0 19-6 9-6 12-7 16-0 19-6 Southern Pine #1 9-4 12-4 15-9 19-2 9-4 12-4 14-11 17-9 Southern Pine #2 9-2 12-1 14-8 17-2 8-8 11-3 13-5 15-8 Southern Pine #3 7-4 9-5 1 11-1 13-2 6-9 8-7 10-1 12-1 Spruce-Pine-Fir SS 9-0 11-10 15-1 18-4 9-0 11-10 15-1 17-9 Spruce-Pine-Fir #1 8-9 11-6 14-1 16-3 8-3 10-6 12-10 14-10 Spruce-Pine-Fir #2 8-9 11-6 14-1 16-3 8-3 10-6 12-10 14-10 Spruce-Pine-Fir #3 6-10 8-8 10-7 12-4 6-3 7-11 9-8 11-3 24 Douglas Fir-Larch SS 9-0 11-11 15-2 18-5 9-0 11-11 14-9 17-1 Douglas Fir-Larch #1 8-8 11-0 13-5 15-7 7-11 10-0 12-3 14-3 Douglas Fir-Larch #2 8-1 10-3 12-7 14-7 7-5 9-5 11-6 13-4 Douglas Fir-Larch #3 6-2 7-9 1 9-6 11-0 5-7 7-1 8-8 104 Hem-Fr SS 8-6 11-3 144 17-5 8-6 11-3 14-4 16-10a Hem-Fir #1 8-4 10-9 13-1 15-2 7-9 9-9 11-11 13-10 Hem-Fir #2 7-11 10-2 12-5 14-4 7-4 9.3 11-4 13-1 Hem-Fir #3 6-2 7-9 9-6 11-0 5-7 7-1 8-8 10-1 Southern Pine SS 8-10 11-8 1 14-11 18-1 8-10 11-8 14-11 18-1 Southern Pine #1 8-8 11-5 14-7 17.5 8-8 11-3 13-4 15-11 h //ecodes. berre s.com c i-exe c a e.dll? =c _ •` ttP cY / utnbdr�c&r d. /05 9 9 / P 9 P9 p CwebcQ,, 11/18/201* E °Lfi"k CODE COMPLIANCE Joist Spurning for Decking " , Tre0 decking meets all applicable national model building codes.The joists must be spaced on center �r according to the chart below.Be sure that joists are level and plumb.Trex decking must span at least three 90' 600 joists.For heavy items such as hot tubs;planters, i etc.,consult a local building engineer or inspector N for span recommendations.If you want to minimize the appearance of joists through the spaces between .•• �' boards,paint the top ofyourjoists black. •• Code Listings •..:.... Trex complies with major model building codes and PerpendiP (ar tti joists At a � �niarrrr has been evaluated by the International Code Council Seib chart i eioM I.."�!VPt tnJ as "• _ • evaluation service. _ 1e" tfran l Ced an* the carf$e[+s�r •• «• Trex Complies with these Model Building :`_'.W; Codes: 45° gOo a 1997 Uniform Building Code(UBC). D 1999/2009 Standard Building Code(SBC). r » 2006/2009 International Residential Code(IRC). t,M 2006/2009 International Building Code(IBC). b International One and Two Family Dwelling Code 1998. » BOCA"National Building Code/1999(BNBC). A Trex decking is included in the National Research Council of Canada's Registry of Product Evaluations, At'a 45`angle map imum A#a Sob angle,maximum g R See trex,com for CCMC Evaluation Report 13125-R. Joist spanning is 4 P of. I (]i7'2 crft)less.than listed:: the drtanc listed intfa? For an Materials Safety Data Sheet(MSDS),please visit In the chart below. chart below. trex:com Trex TranscendO and Trex Escapes'* Trex TranscendO and Trex EscapesP are compliant with t e Wildiand-Urban Interface,California State and San Diego County fire codes.For more information,e-mail question@trexc m or call 1-800-BUYTREX(1-800-289-8739). 41 ' s 1° td rt 14 l�Ca rGh � ' a �n1 1{T,t� Q f RT41� �, c1?� a�nl S i 2Jn)* B vi Bf�`r � )' .H f A � ( c+ L3 g� R. ii�t x e $� � 1 77 TPe ,SItnyl teallarEing � (.,446ri1)bn Ger�>er 00 1. Product Name FEATURES • High Strength Fast Cure Anchoring Cement: 8 minute working time with fast initial set of 15 minutes at 75°F. when mixed to fluid Fast Set Anchoring Cement consistency. . 2. Manufacturer Stronger than concrete in less than $0 min utes::EAfiMates •• wasteful downtime. Note: Higher tempera ernes will acgejere4e set Adhesives Technology Corp. time and lower temperatures will extend it. •..... '• 450 East Copans Road it Ideal for interior and exterior applicatiedW. No crowing or ""•• Pompano Beach, FL 33064 coating of hole is necessary. 0000 • Ph: (800)892-1880 or(954)782-2221 • Contains no metals to rust and cause unSigot X stains.M-Adition, • Fax: 800 362-3320 or 954 782-2499 it is alkaline and will not promote rusting ofjLpp,steel or Alurnillum. ••••• E-mail: info@atc.ws Compressive strength of 10,000 psi. (§.39P.psi: after one;day) ••••- Web Address:www.atc.ws insures a firm bed in grouting applicatiop ,&Vo inch'bu88 can •••••. support 20 tons. ' 3. Product Description • - Mixed to a free flowing consistency: glIouting�patch;r4§0Qlls or•••.:. GENERAL DESCRIPTION holes in floors. Flows like pancake batter.eliminating the labor• HARD-ROK ' Anchoring cement is a high required in Roding or vibrating to eliminate S8ids' ••.. •••- strength, fast setting, non-shrink, • Mixed to a putty-like consistency: May be troweled•alto areas nonmetallic cementitious product used for where minimal slump is desired insuring optimum performance in anchoring and grouting applications. This horizontal or vertical applications.. hydraulic cement is quickly and easily o Use less than competing products: Drill hole only 1/4" diameter mixed with water to either a pourable or larger than object to be installed. putty-like consistency. HARD-ROKII has • Easy Hole Preparation: no wasted time scrubbing or roughening a working time of 8 minutes and sets hard the hole. in 15 minutes at 75°F. when mixed to fluid • Withstands water erosion and when submerged in water provides consistency and is stronger than concrete performance similar to high quality concrete. Does not contain In less than 60 minutes. HARD-ROKI is gypsum or any water sensitive materials, therefore no water-proof equally effective indoors or outdoors and paint or sealer is necessary prior to installation. when cured is not affected by flowing water a Only water needs to be added eliminating longer mixing times, or freeze thaw cycles. HARD-ROIVm is additional training and jobsite inventory often associated with other packaged in 50 Ib. moisture proof plastic products requiring additional additives. palls. APPLICATIONS INCLUDE: - . • �Anchoring Threaded Rods, Bolts and Rebar Dowels a, Ftingr #eeY:;. N '; • Anchoring Railing,Signs, Posts and Parking Meters snirscfas� Anchoring Machinery sot" Patching Holes and Cracks in Concrete 1k�mnttaiirtt�cs LIMITATIONS: M mum i.° rlm s4 itnis ? l DO NOT thin with solvents;addition of solvents will prevent cure ( 1 DO NOT Re-Temper or add additional amounts of water as the mix wsKc�rtia�d a begins to setup. •HeOdsd Bolt(OraCe8)embetlded,4-1/2 Ui Mir OUX Psi Comma . DO NOT addexcess amounts of water BASIC USE COLOR:Concrete Grey HARD-ROK ' is specifically formulated for SOLIDS: Weight:1Q0%Q Volume:100% anchoring threaded rods, bolts, rebar, SHELF LIFE: 12 Months railings, signs, posts, parking meters, machinery in concrete, brick, stone and STORAGE: Store in unopened containers at 40T—95°F. other substrates. it is effective for patching , holes and cracks in concrete floors, e • - • masonry walls, roads and sidewalks and for re-pointing mortar joints. HARD-ROKTm lac oaf ' t , i rt rtinier �A 56 u X21 uh' expands, insuring high bond strength. x t � Manufactured.rn The U.S.A.byAdhesfts Technology Corp. 450 East Copans Road r.Pompano Beady,FL 33064 a(800)892-1880■Fax(800)362-3320■www.atc ws Revised:08/2008 Page 1.of 5 G�,35 � nkf E�.� � �Pt•l S S"at�'clr aatutlan5 rrr�"aru.+�ta A/�pt���'#���rs EC 4. Technical Data � H;ple tai 11Ee� r` .� � Imet 1 Hour 3,855 � "k. 1 2 41 2 1 20 576 1 1 Day 6,950 <s? ltw�4;tR ..o., 3/4 63/4 11 2 43,141 28 Das 10.13 0. Independent testing according to ASTM E488 HARD-ROK was independently tildt8o trf accordance' • *137 Threaded rods with nut and no washer will yield equivalent values with ASTM specifications. •••••• e to headed bolts e• .. i•s..i COVERAGE; # sees. 1.Ib. of Hard-Rok will yield approximately 15 cubic inches(when mined with water) •e• " ` ; •••••' 50 Ib.pail of Hard-Rok will yield approximately 750 cubic inches(0.43 cubic feet) •••••. sees HARD-ROK" Anchoring Cement uses smaller hole diameters than is needed by other e .• sees.. competitive products, saving a great deal of money on material and labor. Please view thf e • chart below for more information. •• e... 1/2 1-1/2 3/4 44% .1 1 314 2-1/4 1 56% 1-1 4 31% 1-1/2 1 2-12 1-14 61% 1-12 44% 2 1-1/4 2-5M 1-1/2 64% 1-3/4 51% 2-1/2 17-1/2 2-3/4 1-3/4 66% 2 56% 3 2 5 2-1/4 65%0 2-1/2 1 61% 1 6 APPLICATION ADVANTAGES OF HARD-ROK'"OVER COMPETING PRODUCTS ' ■ No need to make the hole wider at the bottom than the top by wobbling the drill to undercuts y the bottom. � Y ® No wasted time scrubbing or roughening of the hole with a stiff wire brush is necessary. ® No strength loss or deterioration when submerged in wafter.It provides performance similar to high quality concrete.No painting with waterproof pain or sealer is necessary.Hard-Role does not contain gypsum or any water sensitive materials. ® Only water needs to be added:Eliminating longer mixing times and jobsite inventories of needed additives,No dispensing tools or mixing nozzles are needed as with epoxy and other adhesive systems. ■ No need to drill extremely large diameter holes.Only slightly larger holes are needed.Hard- Rok is the only cementitious product allowing small diameter holes for high strength anchoring. ■ Select from iron and aluminum railings,pvc tubing,wood,rebar,smooth.dowels,headed bolts,threaded rod with nut attached(no washer needed)to accomplish your anchoring prey, r • No crowning or coating is necessary,This product:is ideal for interior or exterior use, unlike most other competitive products.Hard-Rok may even be used underwater. ■ Will notshrink as other competitive can do.Hard-Rok will trowel level and stay level. Manulacturedln The U.S.A.byAdhes ves reehno/ogyCorp, 450 East Copan Road a Pompano Beach,FL 33064■(800)892-1880■Fax(800)362-3320■www.atc.ws Page 2 of 5 r , y btnnEtoLe^�61vtzrt��r�re�Afr!'t'ury{k�' �'� z . g �`�' 5.Installation Job site preparation and work flow—to achieve the desired results,carefully follow these procedures! How to Mix HARD-ROKTm Always use a clean container.Never add sand,gravel or other foreign substance to HARD-ROK.This can weaken the product and effect setting.Mix no more product than can be used in 15 minutes at 75°F. Two Consistencies HARD-ROKTM may be used in either fluid consistency for pouring or putty-like °*' consistency for application with putty knife or trowel. Either consistency provides w. 4 x high strength. "••;• �,, ,'; gum�� • Fluid(Pouring)Consistency: ....:. To achieve desired results, water to HARD-ROK'"" ratio must be measured .•.•." accurately. The correct amount of potable water is 2.56 fl oz for each 1 Ib of Hans- � � � � � • Rok or 1.6 pts (25.6 fl oz) for 10 lbs. or 1 gallon water (44s or 128 fl oz, 3.785 �, ,"�• liters) for 50 lbs. Measure the amount of HARD-ROK"" and water to be mixed. If �� • measuring is not possible use minimum water required to produce desired ' r ., •,••", consistency.Add all of the water to the mixing container first then mix in the Hard- "• •• Rok using a mud mixer, putty knife or trowel for 2 to 3 minutes for a uniform . •" •:=.. . consistency with no lumps. • Plastic(Pourable)Consistency: •" ° *00 To achieve desired results, water to HARD-ROO ratio must be measured accurately. The correct'aPFi'bunt of potable water for plastic consistency is 2.16 fl oz for each 1 Ib. of Hard-Rok or 1.35 pts(21.6 fl oz)for 10 lbs.or 3.375 qts(108 fl oz, 3.19 liters)for 50 lbs. For railing and posts use 2.3 fl oz water per Ib. If measuring is not possible, use minimum water required to produce putty consistency. Add all of the water to the mixing container first then mix in the HARD-ROI<rm using a mud mixer,putty knife or trowel for 2 to 3 minutes for a uniform consistency with no lumps. IMPORTANT: DO NOT re-temper or add additional amounts of water as the mix begins to set up. Additionally, do not add excess amounts of water. Excess water reduces strength, durability, and increases set time as with any hydraulic cement product. Follow ACI and ICRI recommended guidelines for best results. HOW TO ANCHOR BOLTS,RAILINGS,POSTS AND RODS IN CONCRETE,BRICK OR STONE 1. Drill hole to proper depth.. Blow out dust from bottom of the hole. Brush the fl s hole out with a nylon brush. Finally, blow out dust again using compressed air or vacuum the hole clean. Hole MUST be free of dust before.proceeding. 2 Surface and holes to receive HR anchoring cement must be brought to a , saturated/surface-dry condition (SSD). This means that the pores of concrete .; are completely saturated with water but no water remains on the surface Presoak the concrete surface for 30 minutes. Blow out all freestanding water with compressed air or vacuum out.Leave the hole clean. 3. Mix the HARD-ROK"'cement in a CLEAN CONTAINER. (See Above-"How to Mix HARD-ROKrm") y o a li t 4. For all vertically down anchoring and dowelling either consistency may be ''�� used. See Above-"How to Mix HARD-ROKrm" . Pour the cement into the hole filling to the top then insert.threaded rod or rebar to bottom of hole while turning clockwise or if' referred fill the space around the bolt to the top. Do not disturb g / for a minimum of 30 minutes at 75°F or apply load for a minimum of 60 minutes 5. For anchoring in vertical walls, use the putty consistency(See Above,."How to Mix HARD-ROOD.Fill the hole with the putty-like product first. Then tamp the bolt or stud into place. If the product becomes too fluid because of the tamping process and sags out of place, let it stand for a few moments and it will stiffen. Then smooth out the surface around the bolt with a putty knife or spatula. Do not disturb for a minimum of 30 minutes at 750F or apply load fora ` f" minimum of 60 minutes. Manufactured Zn The V.S-C byAdhesfves Technology Cwp. 450 East Copans Road■Pompano Beach,FL 33064■(800)892-1880■Fax(800)362-3320■www.atc:ws Page 3 of 5 . z t Y,s tpbt l e+na°nr;4�$i7 artEans Y�r Ccatrr.�t�� x ni����: ,� ■ STRONGER THAN CONCRETE ■ HARD-ROKTm DURING PRODUCT TESTING n s $ \ ■ THE CONCRETE CLEARLY GIVES WAY WHILE HARD-ROK IS STILL HOLDING FAST. Y: �; ....•• • e 64.4.4 • HOW TO PREPARE CONCRETE FOR GROUTING AND PATCHING •e•• •••• Preparation—The surface must be sound,clean,and free of debris and oil.Concrete must��sot blast,'sca'Itted or ••••• scaled to provide clean, freshly exposed aggregate. The concrete over which the HA is is to bd igstolled ••:••' must be saturated with water at the time of application. However,any freestanding water thl has accumulated must ••••0 i be removed by compressed air or vacuuming. Follow ACI and ICRI recommended guidelines '019'0 t results.• •' • . • 6 •6640• 0406•9 Grouting—When mixed to a fluid consistency, HARD-ROKTA4 flows readily. (See How to Mix totkietai,4 Therefore, • e proper confining devices should be provided for all openings before the first batch is mixed" Work should;►regress :""0 continuously without interruption so that the entire area to be grouted is completely filled before the morl�t$egins to stiffen. It is best to work from a side outward until the entire form is filled: Reinforcing rods or wire mesh may be used where desired. HOW TO PATCH SPALLS,HOLES OR CRACKS IN CONCRETE AND MASONRY For dependable performance, HARD-ROO should be installed at a minimum thickness of Y2 inches.When repairing areas over 3 inches thick pea gravel must be added.Thin sections or"feather edges"are not recommended. Crack Repair: Cracks should be cleaned out to remove any debris or loose particles. When repairing a crack,saw cut or chisel down the edges at 90 a minimum of l inch in depth.The crack must be saturated with water prior to application. However, any freestanding water that has accumulated must be removed by compressed air or vacuuming, SpallRepair: The surface must be sound,clean, and free of debris and oil.When repairing a spall or hole, saw cut or chisel down the edges at 90° a minimum of/Z inch in depth. Concrete must be shot blast, scarfied or scaled to provide clean, freshly exposed aggregate. The concrete over which the HARD-ROKTm is to be installed must be saturated with water at the time of application. However, any freestanding water that has accumulated must be removed by compressed air or vacuuming. Note:For best results always use epoxy bonding agent Ultrabond'2000 or 2100. Do not saturate with water if a bonding agent is being used. 1) Mix the HARD-ROKTM Anchoring Cement in a CLEAN CONTAINER. For floor surfaces, use the fluid consistency. (See"How to Mix HARD-ROKTm'on page 3). 2) Place the mixed HARD-ROK'm Anchoring Cement into the cleaned and prepared repair area. 3) When the cement begins to thicken (about 15 minutes),smooth out any imperfections in the surface with a spatula or cement trowel 4) After 60 minutes, sprinkle the patched area with water. Foot traffic and light trucking may be resumed immediately. For heavy trucking,allow at least 4 hours before resuming traffic. Manufactured In The 4Y.S.A.byAdhesh w Tech,7ology Corp. 450 East Copans Road■Pompano.Beach,R 33064■(800)892-1880■Fax(800)362-3320,■www.atc ws Page 4 of 5 - r v A URICu Spars r�7,nrlcrCle r� a�ritdit 'r �,. • r P}k Sample Specification — Repair Material shall be a single component, fast setting, non-shrink, nonmetallic cementitious product (hydraulic cement). The material must have an initial set of 15 minutes, a minimum compressive strength of 10,000 psi, an ultimate load value of 20,576 lbs. (1Z Grade-8 Headed Bolt embedded 4-1/2° into 3,000 psi concrete). In addition, the repair material MUST NOT contain any gypsum and must be capable of use for both indoor and outdoor applications. Shelf life must be a minimum of one year. Repair Material shall be HARD-ROK' Fast Setting Anchoring Cement manufactured by Adhesives Technology Corp., Pompano Beach, Florida. •.... 6. Availability and Cost ��•��� • • • •� AVAILABILITY HARD-ROKrm products are availab�•t9pough Ms eadt. distributors who can provide your�W all of ydtlt ••�•. econstruction needs. Please cor.498C AdhAivps: ••••• r ; Technology Corp.at(800)892-1880?or a'distributornear• ...... .•.•.. you. • • COST � �••... •...:. • gym` Cost information is available from yourlecal distdbutgr•.• �••••: T. Warranty All warranties of the product listed herein, in the corresponding ATC catalog, and in any other current BUILDING CODES literature, expressed or implied, including warranties of Installation of HARD-ROKTM products must comply speccallly ia daexpresssly excluded, withrthepfol wing with applicable local, state and national code exception: At its sole discretion, ATC will repair or requirements replace any product which it considers to be defective in SITE CONDITIONS material or workmanship, excepting normal wear and tear within sixty(60)days from the date of purchase from Material shall be delivered in original unopened ATC. ATC shall not be liable for any injury, loss or containers and stored in a dry environment at a damage, direct, indirect, incidental or consequential or temperature between 400 and 90°F. arising out of use of, misuse of, negligence, accident or inability to use any ATC product. PRECAUTIONS 8 • Wear safety glasses S.Technical Services • Avoid prolonged contact with skin. For technical support contact Adhesives Technology • Keep out of reach of children Corp.at(800)892-1880. • Do not take internally 9.Maintenance • If Ingested seek medical attention None required. immediately. • Eye contact. Flush with water for at least 15 10. Filing System minutes. Call a physician immediately. Additional product information and specifications are available either on line at www.atc.ws or contact Adhesives Technology at (80.0) 892-1880 to get copies mailed to you. Actual user performance and data may differ due to variations of base material, installation procedures and personnel, weather conditions and other factors. Adhesives Technology Corp. reserves the right to change specifications or information printed in this Tech Data Sheet without notice or liability for these changes. Adhesives Technology Corp. will not be liable for any claim based on the use of data or other information printed in this Tech Data Sheet. Manufactured In The 4V.5.A,byAdhesPves Technology Corp. 450 East Copans Road■Pompano Beach,FL 33064■(800)892-1880■Fax(800)362-3320■vwwu.atc:ws Page 5 of 5 r . ENGINEERING, LLC op ' `ft January 31,2015 R srs� ron Mr. Ismael Naranjo Building Official Miami Shores Village 10050 NE 2nd Avenue Miami Shores,FL 33138 Ref.: New wood deck 1144 NE 1014 Street Miami Shores,FL 33138 yR' e Permit#DST14-2437 A _� z C L Dear Mr.Naranjo: F ; F $Y Below my response to comment dated 1/21/15: r V, 1. You have removed the eccentric footing but have not given the reinforcement details. Also look at the section A. You are showing PF-1 on the right side and another footing on the left. The plans and sections are not coordinated. Response: Please note to amended sheet S-1. The label should have been PF-2 as amended. The reinforcement for the PF-2 pad footers is shown on sheet S-1. The reinforcement for PF-1 is depicted in amended sheet S-0. Please note that the 31 feet continuous footer shown on the left side of section A on sheet S-1 is for the support of the stair stringers. Should you have any question, concerns or need further information, please do not hesitate to contact thipffld a''11r,, .°° ULL NCO ....... .�,q Sincerely, - • w,fo 63909 :LU OF :W: • . .�• Q'•° �• N 00'� •�C0 Fi��'���� L M.Ulloa,P.E.,�¢ r �1;;PN��%,,, C' '1\Structural Engineer Engineering,LLC (CA#27403) State of Florida P.E.#63909, S.I.#7028999 19460 SW 2nd Street Pembroke Pines,FL 33029 lulloa@lmuengineering.com C.C. File LMU Engineering,LLC 19460 SW 21 STREET-Pembroke Pines,FL 33029-Phone:(305)804-8819®lulloa@lmuengineedng.com ENGINEERING, LLC SMXAWCd/0VD Oe990-1r1$PMV0M AsSMMMS January 15,2015 Repa145 w DrawkoContiXgm nit Mr. Ismael Naranjo Building Official Miami Shores Village 10050 NE 2nd Avenue Miami Shores,FL 33138 Ref.: New wood deck 1144 NE 1014 Street Miami Shores,FL 33138 Permit#DST14-2437 �' � 015 Dear Mr.Naranjo: Below my response to comments dated 12/30/14: 1. Check Deflection for 2x6 wood joists. Response: See calculations below: CHECKING WOOD FLOOR JOISTS: Proposed species and grade=SOUTHERN PINE GRADE#2 Proposed Section=2x6(Depth=5.5";Width= 1.5";Area=8.25 int) Modulus of Section Sx=(W)(D)/6=(1.5 in)(5.5 in)2/6=7.56 in' Moment of Inertia Ix=(1/12)(W)(D)3=(1/12X1.5 in)(5.5) =20.80 in Proposed Spacing= 16 in At Max.Span =9 ft=108 in Fb= 1,050 psi F„=175 psi E= 1,600 ksi W=50 elf Design loads: DL = 10 psf LL =40 psf / W=(DL+LL)Spacing L=9 ft 17, W=(10psf+40psf)(1.33 ft) W=671bs/ft=5.601b/in Adjustment Factors per NDS Table 4.3.1 CM= 1.0 Wet service factor C,= 1.15 Repetitive member factor �`�� jLLOI���,�i CD= 1.0 Load duration factor 1� �...•. ; �i� Ct= 1.0 Temperature factor �'o.J�C?; CF= 1.0 Size factor Q=1.0 Incising factor _ ® 6 • UJ BENDING MOMENT K LLJ Load": ®F :Z = Z P� '•: Mloaa=(W)(L)2/8 .! Mi.d=(671pfj(9 ftJ2/(8) Mz.m=680 lbs-ft / SSI®N P MI.A=8.16 kips-in � LMU Engineering,LLC 19460 SW 2nd STREET■Pembroke Pines,FL 33029■Phone:(305)804-8819•lulloa@lmuengineedng.com r ENGINEERING, LLC Shuctind/CWQ Design-Inspections-Assessments Repertsr, pDu*tn&Cash cfbn W1 BENDING CHECK- Note that the beam has full lateral bracing from attached sheathing on the top and ends have lateral support that prevents twisting rotation. Nominal Depth=6 Nominal Width=2 D/W=6/2=3 Then,per NDS 4.4.1 CL= 1.0 ( F'b= bXCM)(Ct)(CD)(Q)(CF) F'b=(1,050 psi)(l)(1)(1)(1.15)(1) F'b= 1,207 psi fb=Mioad/Sx=8.16 kips-in/7.56 W fb= 1,080 psi fb=1,080 psi <F%=1,207 psi OK 11111 SHEAR�/CHECK: /� F',,=( -,XCDXCM)(Ct)(G) F',=(175 psi)(1)(1)(1)(1)(1) F'„= 175 psi Vload=(W)(L)/2 Vio.d=(67 1pf)(9 ft)/(2) Vtoad=305 lbs b=Width= 1.5 in d=Depth=5.5 in da=D,at�h=5.5 in Notch=0 in V'r=[(2/3)(F''v)(b)(dn)](dn/d) V'r=[(2/3)(175 psi)(1.5 in)(5.5 in)](5.5 in/5.5 in)2 V'r=960 lbs V+oad=305 lbs <V'r=960 psi S11111 CHECK DEFLECTION: L/240= 108 in/240=0.45 in =5(W)(L)4/(384)EI A=5(5.6 lbs/in)(108 in)4/(384)(1,600 ksi)(20.80 in4) ♦``��,�t o+�++� `f' =0.30 in `♦.♦ \,v�s......V '440 e•. v%C E N A=0.30 in<0.45 in OS 11111 � ; No 63909 r5 * :* STATE OF 0 .• ® .•�\ ww %A'j L w Is 8111110% LMU Engin ng,LLC 19460 SW 2n°STREET•Pembroke Pines,FL 33029 WPM=(305)804-8819-lulloa@lmuengineering.com ENGINEERING, LLC StruCtUW M Oestgr 4nSPMtbrs Assessments 2. Check the eccentric footing. aepatsmPDmV*nS4COrsmjcwnna rvwd Response: The footing eccentricity has been eliminated. Please refer to amended plans. Should you have any question, concerns or need further information, please do not hesitate to contact this office. Sincerely, •......•• 40 No 63909 - sir• • - 'j= OrTe OF :'4v -/A � . Lu' Ulloa,P.E.,SJ-.'-.. NAL Ci \Structural Engineer LMU Engineering,LLC (CA#27403) State of Florida P.E.#63909, S.I.#7028999 19460 SW 2nd Street Pembroke Pines, FL 33029 lulloa@hnuengineering.com C.C. Mr. David Dipuglia C.C. File LMU Engineering,LLC 19460 SW 2"'STREET o Pembroke Pines,FL 33029 o Phone:(305)804-8819•lulloa@lmuengineedng.com EXISTING 8" CBS EXISTING ONE STORY CBS RESIDENCE BLOCK WALL TO 1144 (2) 2x10 P.T. SOUTHERN PINE o REMAIN A-1AN R.#2 LEDGERS ATTACHED TO --- --- ------------L--- --- 8 WALL W/1/2'm x 6' MIN. LMU Engineering,LLC N I1 S-1 19460 SW 2nd STREET N.E. 101 STREET (2) 2x10 P.T. SOUTHERNEMBEDMENT HILTI KWIK(3) U CONTRACTOR TO VERIFY THE PINE GR.#2 LEDGERS ANCHOR ®16" O.C. T305�8819 PINES,95F4.447.5e62 21'-0' ASPHALT PAVEMENT ATTACHED TO WALL EXISTING CMU BLOCK WALL IS W/1/2"O x 6" MIN. lulloa@Imue gineedng.com GROUTED AT THE PROPOSED EMBEDMENT HILTI KWIK(3) -- CA#27403 ANCHOR LOCATION. IF ANCHOR 0 16' O.C. EMPTY, GC SHALL GROUT �,�1 WITH 3,000 PSI GROUT %. 10 m 14'-11" i PF-1 `�� LOqe, NCRETE PAD % _SVA•PROPOSED PF-1 ORCED W/#5 _27'-0' PARKWAY 36"x36"x27" CONCRETE PAD — OTTOM ONLY \ `i %4��FOOTING REINFORCED W/#5 36' �0 8" O.C. AT BOTTOM ONLY 18' 2 15' 15' 18'NN `0 75.00' 3 c I 1 0 = e * • — _ �I � • � t2 PF-1 PF-1 PF-1 •� 15'-6" (2) 2x12 P.T. A PROPOSED PF-2 o N A�j L��••� %�� ° GR.�EG N PINERDERS N PF-2 1 36"x36"x27" N PF-2 18' 2 ♦ • o• '^ 18" 15" 15" CONCRETE PAD iv �I �+ LOA, P.E. PF-2 - N F00 NG N !r,® ENGINEER P alti'A OF FLORIDA UC.#MM - ro CONSULTANTS: 1 N M I I N 5" SEE TYPICAL ROUND 5" POST ANCHORING PROPOSED (2) 2x12 P.T. DETAIL SHEET S-1 SOUTHERN PINE GR.#2 STRINGER LOT 4 I I LOT 2 3'-0' 11'-0" 3'-0' 11'-0" 3'-0" BLOCK 177 1 1 BLOCK 177i i 2x12 P.T. PROPOSED 24"x31'x12" SOUTHERN PINE GR.#2 EXISTING ONE STORY 14'-9 1/2" CONCRETE PAD FOOTING 31•-0' CBS RESIDENCE STRINGER 0 16. O.C. #1144 1 PROPOSED FOUNDATION PLAN PROJECT SCALE: 1/4'= 1'-O" —141 JEXISTING Pnc TANK NEW WOOD DECK I = I EXISTING 8" CBS 34'-0" BLOCK WALL TO EXISTING ONE STORY 10-0" I CBS RESIDENCE 1144 NE 101 STREET (2) 2x10 P.T. SOUTHERN X1144 (2) 2x10 P.T. SOUTHERN PINE MIAMI SHORES,FL 33138 I I GR.�2 LEDGERS ATTACHED TO I PINEGR.#2 TOWELS B WALL W/1/2"O x 6" MIN. EXISTING CONCRETE I ATTACHEDS-1 EMBEDMENT HILTI KWIK3 CLIENT INFORMATION: STAIR C BE I W/1/2"0 x 6" MIN. ANCHOR 0 16" O.C. DEMOLISHED EMBEDMENT HILT] KWIK3 I I I I I I I • I I I I EXISTING ANCHOR 0 16" O.C. = NANCYABEDEDO DAISY DRAINFIELD 1144 NE 101 STREET PROPOSED NEWT WOOD DECK V I I I 5 1 w/ wood STAIRS SEE MIAMI SHORES,FL 33138 ENLARGED PLANT THIS SHEET °i I I I I I I I N ISSUE DATE I I I I PERMIT SET 11-18-14 u Li I-LI Jj Li I \ REVISION 1 12-05-14 N REVISION 01-12-15 2.12 P.T. SOUTHERN I -- --- - --- -' -' -- 2x12 P.T. SOUTHERN REVISION 01 31-15 PINE GR.#2 FASCIA ; , PINE GR.#2 FASCIA ---- ---- - ---f�----- ATTACHED W/Sd - i ATTACHED W/8dx3" 75.00' NAILS 0 12" O.C.-� �_ i I _ 00 NAILS 0 12" O.C. -- --- --- -J __ - N •- 9'-0' ASPHALT PAVEMENT j I 00 2x6 P.T. SOUTHERN 00 2x6 P.T. SOUTHERN --- ------------------- PINE GR.#2 JOISTS PINE GR.#2 JOISTS LOT 12 LOT 13 BLOCK 177 LOT 14 0 16" O.C. Q 0 16' O.C. BLOCK 177 I BLOCK 177 -- --- --- PROPOSED SITE PLAN z ' I SCALE: 3/32'= 1'-0" _ - - i 2 i SITE PLAN, SEE DETAIL 'C/S-1" �' PLANS,AND _ e NOTES DESIGNCRITERIA ------------------------------------ --- ---- ------------------------------------- SEE TYPICa_ ROUND SUPERIMPOSED DESIGN LOADS: POST ANCHORING FLOOR DEAD LOAD 10 PSF. DETAIL SHEET S-1 A FLOOR LIVE LOAD 40 PSF. S-1 1$'-B" 15'-6" DRAWN BY: PROJECT#: AD 14-ND-01 CLASSIFICATION OF WORK: HANDRAIL 200 LBS. PROPOSED 500 S.F. OF NEW WOOD DECK ON WIND SPEED 175 MPH31' CHECKED BY: SCALE: CATEGORY II LU AS NOTED THE PATIO WITH 132 S.F. OF WOOD STAIR IMPORTANCE FACTOR 1.00 a(POSURE CATEGORY C. DRAWING: LOADS PER F.B.0 2010 EDITION M1TH PROPOSED FRAMING PLAN S_O SUPPLEMENTS AND ASCE 7-10 SCALE: 1/4"= 1'-0' EXISTING ONE STORY PROVIDE JUS28 HANGER BY USP, FLORIDA EXISTING 8" CBS CBS RESIDENCE APPROVAL FL#821.47, USE (6)10d COMMON NAILS EXISTING 8" CBS BLOCK BLOCK WALL TO #1144 HEADER AND (4)10d COMMON NAILS AT JOIST (TYP.) WALL TO REMAIN REMAIN B um S-1 TREET TREX 1"x6" COMPOSITE GROOVED EXISTING FINISH LMU Engineering,LLC EDGE DECKING W/ CUPS �' FLOOR TO REMAIN 16BR KE PIN2rid S,FL3 PEMBROKE PINES,FL 33028 .�I I 819 �m.5162 8 `�r` �N c�E •* raj n a u u a -- - - -- -- - - -- - n n u n n n a n n 01 PROPOSED 2x6 P.T. 6• - J �/ t SOUTHERN PINE GR.{�2it 11 11 CONTRACTOR TO VERIFY THE : to If " WOOD JOIST 0 16" O.C. EXISTING CMU BLOCK WALL IS ° GROUTED AT THE PROPOSED ANCHOR: n n a i a n a n u u n n o " ° a LOCATION. IF EMPTY, GC SHALL .� `• u n o n e =FI-- - - -- -- - -- -- -- _- - - -_ _ - _- -- - = GROUT WITH ,0 0 PSI GROUT 4f, 1/2"0 ANCHOR BOLTS 3 0 i HILTI KWIK (3) MIN. 6" : % u a n u n n n n n a EMBEDMENT 0 16" O.C. PROPOSED (2) 2x10 P.T. Q•. SOUTHERN PINE GR.#2 `i a ft �` WOOD LEDGERS N • �+ n • • �e " N TREX 1"x6" COMPOSITE n n n n n n n n n n n n TREX 1'x6' COMPOSITE GROOVED EDGE GROOVED EDGE LUIS M.ULLOA, P.E. DECKING W/ CUDECKING W/ CLIPS SECTION CMLISTRUCTURAL ENGINEER STATE OF FLORIDA LIC.& SCALE . z= 1-/ 1-o CONSULTANTS. 1 lov e 1-1/2"0 SCH. 40 PIPE PROPOSED 2x6 P.T. ALUMINUM POST 6061-T6 2x12 P.T. SOUTHERN PINE SOUTHERN PINE GR.#2 NON-SHRINK PROPOSED 1-1/2"0 GR.#2 FASCIA ATTACHED W/ WOOD JOIST 0 16' O.C. NON-MErHA ROK LIC GROUT HARSCH. 40 AT 36" HIGH A 8dx3" NAILS 0 12' O.C. ALUMINUM HANDRAIL S 1 PROVIDE JUS28 HANGER BY 4" ADHESIVE E=0 kei) OR 31'-0' USP, FLORIDA APPROVAL EDGE OF SLAB APPROVED EQUAL FL#821.47, USE (6)10d COMMON NAILS HEADER AND 4"0 PROPOSED (2) 2x12 (4 10d COMMON NAILS AT JOIST TYPICAL P.T. SOUTHERN PINE GR.#2 WOOD GIRDER a PROPOSED FLOOR PLAN 4• 2" PROJECT SCALE: 1/4"- 1'-0' DETAIL "CIS-0" TYPICAL ROUND POST ANCHORING DETAIL SCALE : 1-1/z•=1'-0" SCALE: 3"- 1'—O" NEW WOOD DECK 1144 NE 101 STREET MIAMI SHORES,FL.33138 1-1/2.0 SCH. 40 GENERAL NOTES: REINFORCING STEEL: CLIENT INFORMATION: ALUMINUM HANDRAIL d 1.ALL MATERIALS AND CWS'IRUCTIQV SHALL COMPLY WITH THE LATEST EDITIONS OF THE 1.ALL REINFORCING STEEL SHALL CONFORM WITH THE LATEST ASTM A-615,FY-60 KCL ALL M FLORIDA BUDDING CODE,THE ACL SPECIFICATION AND RECOMMENDED PRACTICE TETE CONSTRUCTION REINFORCING STEEL SHALL BE DETAILED AND FABRICATED CONFORMING THE LATEST AO 315. SHALL COMPLY WITH THE SAFETY REWIREMENTS OF ALL LOCAL,STATE AMID FEDERAL Law. PLACING SHALL CNNFOSM TO THE MANUAL OF STANDARD PRACTICE ON TIME Cffi NANCY VALDES&DAISY PROVIDE JUS28 HANGER BY USP, 2 NO DIMENSION SHALL BE SCALED FROM DRAWINGS DETAILS AND SECTIONS SHOWN ON THE 2,CONCRETE PRDTECIION FOR RONFORCOMENT'. ABELEDO FLORIDA APPROVAL FL#821.47, USE DRAWNGS ARE MENDED TO BE TYPICAL AND APPLY TO ANY SIMILAR STUATION EXCEPT 1144 NE 101 STREET (6)10d COMMON NAILS HEADER AND WIERE A ARE DETAIL IS SHOWN. CONTINUOUS AND SPREAD FOOTERS..---.---.----.--.---.-----3 MIAMI SHORES,FL.33138 5'-4• (4)10d COMMON NAILS AT JOIST (TYP.) 3.CONTRACTOR Sw.L OBTAIN ALL NECESSARY PERMITS PRION TO COMMENCNG CONSTRUCTION 3.WELDED W RE FABRIC SMALL CONFORM WITH ASTM A-185. ' 4.THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES,NOR PRESUMES TO POSSES ANY KNOWLEDGE OR EXPERTS:IN MATTERS M,MOB STE EMPLOYEE SAFETY,OSHA OR LABOR ISSUE DATE #10 WOOD SCREWS PROPOSED TREX 1"x6' COMPOSITE LAW REWIRFEMINTS FOR A CONSTRUCTION PROJECT.SAFETY AND COMPUANCE WITH OSHA WOOD: MIN. 3" EMBEDMENT GROOVED EDGE DECKING W/ CUPS PROPOSED 2x6 P.T. AND LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERA.CONTRACTOR t ALL WOM 70 BE AIR ORB WELL SEABED AND GRADE MARKED AT MDL PERMIT SET 11-18-14 SOUTHERN PINE GR.#2 AND THOSE CONSULTANTS HE HIRES TO ADDRESS THESE MATTERS.THE STRUCTURAL ENGINEER (TYPICAL) d WOOD JOIST 0 16" O.C. OF RECORD SPECIALIZES N STRUCTURAL DESIGN ONLY,AND THE BOARD OF PROFESSIONAL 2 ALL WOW NCLUDNG BUCKS WU.BE PRESSURE TREATED SOUTHERN PDE GRADE02 SURFACED FOUR SIDES(5-4-5) REVISION 01-12-15 PROPOSED (2) 2.12 P.T. SOUTHERN REGULATION FORBBS HIM FROM ASSUMING RE TTY WTSDE Ns AREA OF EXPERTISE WITH A MDBRIY FIBER STRESS N BENDING OF 1,2W PSI AND A MAXMUM MOISTURE CONTENT OF 19A REVISION 01-31-15 (2) 1/2.0 S.S. n PINE GR.#2 WOOD GIRDER 3. ALL WOOD N CONTACT WITH CEMENTInDUS MATERIAL SIAL BE F'�SSURE TREATED. THROUGH BOLTS w/ DECK LEVEL FOUNDATIONS: 4• STONE WOW 1B0VE GRADE O'FLOOR ALLOW PROPER AN CIRCULATION AND PROTECT FROM WETONG WASHERS BOTH SIDES (2) 1/2.0 S.S. THRU BOLTS W/ TERMITE PROTECTION: WASHERS TO STRINGER AND (1) 1.ALL SNS C SERNED VATMN TSE PROPERTY,SPECIALLY ON THE AREAS UNDER CONSIDERATIONS FOR 1 2"0 S.S. THU BOLT TO GIRDER r NATUCONISRE OF THE HAVE BEEN SILTY OBSERVED WI THE ENGINEER H BEENO.BY VISUAL 844EDa BEAR A THE ALL SOL ANO FDL UNDER FLOWS AND/OR WITHIN THE AREA ON 0006MICRON STALL HAVE PIECONSIRUCTION / MINED NATURE O TFE SOL IS SILTY SANDY WF MAVEL LAID HAVE E A TA EMENT LETTER TFEAR A TREX 1"x6" COMPOSITE r MINIMUM C 2,000 PSN.THE DATIONENGINEERSP CTICK D WLR PROVIDE A STATEMENT DTTU THE SOL STANDARDS FOR PROTECTION AGAINST LAISSOC GROOVED EDGE 2x8 P.T. TES TME B CWSIRUCIIOI N FOUNDATION E ABOW A AFTER IT HAS BEEN RE-ExAMNE'D IED BY A THE STANDARDS OF OIL TR AL PEST FONTNN.ECTIOAA AGAINST SHALL IT D.CEO AS APPROVED N RESPECT TO SOUTHERN PINE N THE OBSTRVm CONDITION LN2E5S THE ABOVE ASSUMED BEATING CAPACITY G CE7RT Flm BY A TiECONS1RUCT ON Sm TREATMENT FOR PROTECTION AGAINST TERMUIES CERTIFICATE OF COMPLIANCE SMALL DECKING W/CUPS ^ m SEE TYPICAL ROUND TESTING. 13E ISSIFD TO THE BUBDING DEPARTMENT BY UCENSD PEST CONTROL AGENCY. GR.#2 W000 m M •M POST ANCHORING 2 ALL SOL USED FOR BACITU SHALL BE SRTA13LE FOR FILL AND WILL HAVE A MAXIMUM SPE OF Y DIAMTETIR ® IS SHEET TERM TREATED AND ply,COMPACTED TO MTBE PROCTOR MODIFIED.A 20 MOS VAPOR REFAROER WALL BE USED. APPLICABLE CODES: 4"x4ALVANI x6" I �— CONCRETE: ''ALTHOUGH THE LOCAL Ol W LANCE REWIR OFRECORD CONTRAAMIR IS SSTU RESPONSIBLE STRIVED TO MEET ALL EF CODES LONG GALVANIZED 3 "R 11TH ALL APPLICABLE CODES AND ORDNAX ES IN TED:EVENT OF COffUCT OR OVMMIT STEEL ANGLE 2' 2' �,3'2 2' PROVIDE $5 0 5- O.C. L ALL REINFORCED CONCRETE DESIGN SHALL COMPLY WITH THE LATEST EDITION OF THE N THE DRAWNGS THE CONTRACTOR MUST MdEOATELY NOTIFY THE ENGINEER OF ANY O.C. TOP AND BOTT. -BUILDING COW REQUIREMENTS FOR REINFORCED CONCRETE'(AC 318} ALL CONCRETE WORK CONFLICT OF DISCREPANCY ENCOUNTERED SO THAT APPROPRIATE REMEDIES MAY BE UNDERTAKEN. 4` 4' SHALL COMPLY WITH THE LATEST EDITION OF THE•SPECIRCATION FOR STRUCTURAL CONCRETE 2 THE APPLICABLE COOLS ARE: PLAN,SECTIONS, 6"x4'xt 4' x 6' 6'x4'x1 4"x6' FOR SUIDNGS'(�301� FLORmA 8 n NDE 2010 EDITION / I / ACL 318-02 BUD.WMG CODE REWIRF10NT5 FOR REINFORCED CONCRETE AND DETAIL N LONG STEEL ANGLE LONG GALVANIZED 2 CONCRETE CONPRF.NSSWE SMGTH AT 28 DAYS SHALL BE AS FOLOWS: ASCE 7-10 GRADE LEVEL ® r STEEL ANGLE PAD FOOTERS_».»_ _ 3,000 PS PROPOSED 2x12 (2) 1/2'0 ANCHOR GROUT FOR CMU WALLS».......»»........_»»._»_.__ $OW PSI SEE TYPICAL ROUND BOLTS HILTI KWIK(3) PROVIDE $5 0 8` D.C. POST ANCHORING P.T. SOUTHERN MIN. 6' EMBEDMENT O.C. TOP AND SO N 3 MIXSLUMPD FOR MUST BE SHALL NOT EXCEED 5'.ff CONTRACTOR DECIDE TO USE A DEFERENT 91AP, PINE GR.#2 \ MO DESIGN MUST SUBIOTIED TO TETE ENONIEERR FOR APPROVAL DETAIL THIS SHEET q• WOOD STRINGERI DRAWN BY: PROUECTV.. (2) 1/2.0 ANCHOR ® 16. O.C. 4.SLUMP FOR GROUT SHALL BE 8'-11',AND LIFTS SMALL NOT EXCEED 4'FDLCHT AND 12'TOTAL AD 14-ND-01 BOLTS HILn KWIK(3) 5.SAMPLES OF CONCRETE FOR COMPRESSIVE STRENGTH TEST SHALL BE TAKEN IN ACCORDANCE MIN. 6" EMBEDMENT P WITH THE'METHOD OF SAMPLING FRESH CONC ETV ASTM 0172 CYLINDERS FOR STRENGTH TEST CHECKED BY: SCALE SHALL BE MOLDED MID LABORATORY CURED IN ACCORDANCE WITH THE'METHOD OF MANNG AND 3• 1 1 2 3• 1 1/2" 3• 3" 2 WRONG COXXtm TEST SPECIMENS IN THE FIELD'ASTM C31,AND TESTI IN ACCORDANCE WITH LU AS NOTED PROPOSED 24•x31'-0•x12" PROVIDE #5 C THOD OF LEST FOR CWPRESVE STRENGTH W CftMCAL CONavE SPECIMENS" CONCRETE PAD FOOTING 6" 7' 8" O.C. BOTT.%!D V-6` 1-6• PR36'x 6`x27' ASIY C39.THE STRENGTH SHALL BE THE AVERAGE OF THE STRENGTHS OF TWO CY11NDERS DRAN7NQ CONCRETE PAD DOTING MADE FROM TE SAME SAMPLE OF CONCRETE AND TESTED AT 28 DAYS(5)CYLINDER SMALL BE TAKEN SECTION "A/S-0" 2 BREAK(1)AT 7 DAYS(1)AT 14 DAYS AND(3)AT 28 DAYS S-1 SCALE 1-1/2"=1'-O" •• •• • • • % •e • PROVIDE JUS28 HANGER BY USP, FLORIDA 0 0 s 006 r;�wsnN� 8" BS BLOCK ' • EXISTING ONE STORY • • s•• • fW •WALL TQ I?FI�N EXISTING 8" CBS CBS RESIDENCE APPROVAL FL#821.47, USE (6)10d COMMON NAILS 7/�' BLOCK WALL TO 114,4 HEADER AND (4)10d COMMON NAILS AT JOIST (TYP.) + •, REMAIN 8 u4j LMU Engineering,LLC ' •>o S-1 TREX 1"W COMPOSITE GROOVED EXISTING FINISH 19460 SW 2nd STREET I'IINI! EDGE DECKING W/ CUPS • • •I• •••BOOR Tj? REVN PEMBROKE PINES,FL 33029 •• • m• • T.305.804.8819 F.954.447.5162 • • • -- - -- -- -- -- -- - - -- - - • „ u n u n •s• •w •• • • : ' u ®•Du.,e X2 n fg. m 403u 8 LL 1 t 0� S-1 joSE PROPOSED 2x6 P.T. • 46 • • • •• •• J• �O • • _ .+ _ I SOUTHERN PINE GR.#2 • d• °� • • CONTRACTORrFO VERIFY THE V ` WOOD JOIST 0 16” O.C. • • • • •'; • •EX@STING CMUWBLOCK WALL IS �O • • •Gi"ED•A1 THE PROPOSED ANCHOR n n n LOCATION. IF EMPTY, GC SHALL s AIL __ __ __ __ _ _ _ 1/2"0 ANCHOR BOLTS GROUT WITH 3,000 PSI GROUT 1. I HILTI KWIK (3) MIN. 6" •• ar EMBEDMENT 0 i6" O.C. PROPOSED (2) 2x1O P.T.% i •• �"� `� SOUTHERN PINE GR.#2 A•.• m WOOD LEDGERS Q �� TREX 1'x6" COMPOSITE „ „ it ri IF TREX 1"x6" COMPOSITE u • aq 1� , GROOVED EDGE GROOVED EDGE oft 1 9 tM.4iS ULLOAI, P.E. DECKING W/ CUPS n a „ „ DECKING W/ CUPS SECTION "B/S-0" WILUILICTURAL ENGINEER TATE OF FLORIDA UC.8ISM 1-/ 1-0 CONSULTANTS. 1 2= n ^ a .. r 1-1/2"0 SCH. 40 PIPE - PROPOSED 2x6 P.T. ALUMINUM POST 6081-T6 2xt2 P.T. SOUTHERN PINE SOUTHERN PINE GR.#2 NON-SHRINK PROPOSED 1-1/2"0 GR.#2 FASCIA ATTACHED W/ WOOD JOIST ® t6. O.C. NON-MEFHAUC GROUT HARD-SCH. 40 AT 36" HIGH A - HADHESVEKT CHNOLOGY ALUMINUM HANDRAIL 841x3" NAILS ®12" O.C. S-1 PROVIDE JUS28 HANGER BY 4° f'c = 10 ksi) OR 31'-0' , -_ - USP, FLORIDA47, APPROVAL 1 EDGE OF SLAB APPROVED EQUAL COMMON NAILS HEADER AND 4' 0 PROPOSED (2) 2x12 (4 1041 COMMON NAILS AT JOIST TYPICAL `- P.T. SOUTHERN PINE GR.#2 WOOD GIRDER PROPOSED FLOOR PLAN z - PROJECT SCALE: 1/4 V-0" DETAIL "C/S-0" TYPICAL ROUND POST ANCHORING DETAIL SCALE : 1-1/2"=1'-Q" SCALE: 3"= 1'-0" NEW WOOD DECK 1144 NE 101 STREET MIAMI SHORES,FL.33138 1-1/2`0 SCH. 40 GENERAL NOTES: REINFORCING STEEL: CLIENT INFORMATION: ALUMINUM HANDRAIL d .� 1.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITIONS OF THE 1.ALL REINFORCING STEEL SHALL CONFORM WITH IME LATEST ASTM A-615,FY-60 Ksl ALL In SHALL FLORIDABUILDING COIDIE,THE SAFETY REQUIREMENN AND TS OF ALL LRECOMMENDED PRAA O11 FCEEDTHE CONSTRUCTION ENFORCING STEEL STALL BE DETAILED AND FABRICATED CONFORMING THE LATEST ACI 315. PLACING SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE OF THE CRSL NANCY VALDES&DAISY PROVIDE JUS28 HANGER BY USP, 2 NO DIMENSION STALL BE SCALD FROM DRAWINGS DETAILS AND SECTIONS SHOWN ON THE y CONCRETE PROTECTION FOR REINFORCEMENT: ABELEDO FLORIDA APPROVAL FL#821.47, USE DRAWINGS ARE INTENDED TO BE TYPICAL AND APPLY TO ANY SIMILAR SITUATION EXCEPT 1144 NE 101 STREET (6)l Od COMMON NAILS HEADER AND WHERE A DIFFERENT DETAIL IS SHOWN. CONTINUOUS AND SPREAD FOOTERS.................................._.......3' 3.CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO COMMENCING CONSTRUCTION. MIAMI SHORES,FL.33138 5'-a" (4)1041 COMMON NAILS AT JOIST (TMP.) 3.waom WIRE FABRIC SHALL coRFORLI WITH ASTM A-185. 4.KNOWLEDGE STRUCTURAL EXPERTISE IN MAOF NETIEDORD tS TO �N9TE EPEMPLOYNOR EEE SAFETY,ONOSHA OR LABOR ISSUE ISSUE DATE PROPOSED TREX 1"x6* COMPOSITE LAW REQUIREMENTS FOR A CONSTRUCTION PROJECT.SAFETY AND COMPLIANCE WITH OSHA WOOD: � GROOVED EDGE DECKING W/ CUPS PROPOSED 2x6 P.T. 1. ALL 9000 TO BE AIR DRIED,WELL SEASaPD AND GRADE MARKED AT MIL AND LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GQNFRAI.CONTRACTOR PERMIT SET 11-18-14 SOUTHERN PINE GR.#2 AND THOSE CONSULTANTS 1E HRES TO ADDRESS THESE MATTFAS.THE STRUCTURAL ENONEBt (2) 1/2.0 S.S. d WOOD JOIST 0 16" O.C. OF RECORD SPEC ILRES IN SIRUC11 RAL DESIGN ONLY,AND THE BOARD OF PROFESSIONAL 2 ALL WOOD INCLUDING BUCKS YELL BE PRESSURE TREATED SOUTHERN PPE GRAOEJ2 SURFACED FOUR SIDES(S-4-S) THROUGH BOLTS W/ PROPOSED (2) 2x12 P.T. SOUTHERN REGRATION FORBms IDN FROI assuMINc ltt OUT�E ws AREA OF EXPERTISE. WITH A MINMUM FIBER STRESS IN BENDING OF 1,200 PSI AND A MAXIMUM MOISTURE CONTENT OF 19% WASHERS BOTH SIDES rm, PINE GR.#2 WOOD GIRDER 3 ALL WOOD IN CONTACT WITH CEI@NRTIOUS MATERIAL SHALL B PRESSURE TREATED (TYPO) DECK LEVEL FOUNDATIONS: 4• STORE WOOD ABOVE GRADE OR FLO Ilk ALLOW PROPER AIR CIRCULATION AND PROTECT FROM WETING (2) 1/2.0 S.S. THRU BOLTS W/ WASHERS TO STRINGER AND (i) 1.ALL Sass OBSERVED WTHIN THE PROPERTY,SPECIALLY IN THE AREAS UNDER CONSIDERATIONS FOR TERMITE PROTECTION: 1/2"0 S.S. THU BOLT TO GIRDER ^ COVSIRLICITON HAVE BEEN OBSERVED BY TFE ENGINEER OF BY VISUALlHSERVATION THE FILL SOIL AND FUNDER FLOOR.MID/ORHIN WITTHE AREA OF CONSIRUCRON SHALL HAVE PRECONSTRUCTION NATURE OF 11-E SOL IS SILTY SANDY WITH GRAVEL AND HAVE BEEN DETERIl TO SEM A SWI.TREATMENT FOR PROTECTION AGAINST IEWOIES TREX 1"x6' COMPOSITE N MIMMUM OF 2,000 PST.hE FNGNE772 O'RECORA WELL PRONDE A STAIFHENT LETl1R AT THE GROOVED EDGE 2x8 P.T. TIME OF WNSIRUCTIOJ FOUADIATOJ INSPECTION,AFTER IT HAS BEEN RE-ExAMANED TESTIFYING�' THE STANDARDS OF NATIONAL PELT CONTROL ASSOCIATION SHALL BE DEFIED AS APPROVED N RESPECT TO DECKING W CUPS SOUTHERN PINE THE OBSERVED CONDITION UNLESS THE ABOVE ASSDMED BEARING CAPACITY IS CERTIFIED BY A PLECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST TERMITES,CERTIFICATE OF COMPLIANCE SHALL W/ GR.#2 WOOD n ^ rD TESTING. BE ISSUED TO THE BUDDING DEPARTMENT BY LICENSED PEST CONTROL AGENCY. io i+T i7 2. ALL SOL USED FOR BAWD SHALL BE SUITABLE FOR FILL AND WILL HAVE A MAXIMUM Siff OF Y DIAMETER, N ® TERMITE TREATED AND WELL COPACTED TO 98%PROCTOR MODIFIED.A 20 Ills VAPOR RETARDER SHALL SIE Usm. APPLICABLE CODES: 1 4'x4"x1/4"x6" PF-1 CONCRETE' L ALTHOUGH THE ENGINEER OF RECORD HAS STRIVED TO MEET ALL APPLICABLE CODES AND LONG GALVANIZED ^ iS LOCAL ORDINANCE REOLIMEMENIS,THE CONTRACTOR IS STILL RESPONSIBLE FOR COMPLYING STEEL ANGLE 2'2" 3" 2" WITH ALL APPLICABLE CODES IND ORDINANCES IN THE EVENT OF CONFLICT OR OVERSIGHT SEE TYPICAL ROUND 1.ALL REINFORCED CONCRETE DESIGN SWILL COMPLY WITH THE LATEST EDITION OF THE IN THE DRAWINGS THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF ANY POST ANCHORING "BOLDING CODE REWIREMENTS FOR REPFWCED CONGREIr(AC 318). ALL CONCRETE WORK CONFLICT OF DISCREPANCY ENCOUNIEED SO THAT APPROPRIATE REMEDIES MAY BE UNDERTAKEN. 4" 4 SHALL COMPLY WITH THE LATEST EDITION OF THE*SPECIFICATION FOR STRUCTURAL CONCRETE 6"x4"xt 4"xs" DETAIL THIS SHEET 2 T�FLORIDABUILDING COD ARE: PLAN,SECTIONS, / FOR BUILDINGS*(AC 3O). DA BUILDING CODE,ODE EDITION EMR 6•x4•x1/4• x s' LONG GALVANIZED ACL 318-02 BULLDWG CODE REOREIEHITS FOR REINFORCED CONCRETE. • AND DETAIL ® N µ LONG STEEL ANGLE STEEL ANGLE 2 CONCRETE COYPRENSSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS; ASCE 7-10 GRADE LEVEL �I PAD FOOTERS_.........._.___.___._�.------.- 3,000 PSI dP PROPOSED 2x12 P.T. (2) 1/2.0 ANCHOR LRQUT FO2 CMU wA1s�_.-___ _� 3,000 PSI SEE TYPICAL ROUND BOLTS HILTI KWIK(3) PROVIDE #5 0 8" O.C. • POST ANCHORING SOUTHERN INE GR.#Z MIN. 6` EMBEDMENT O.C. TOP AND BOTH. 1�DESIGN CONCRETE T BE TED O THE 5'.IF FOR APPROVAL TD LrsE a DffFEReNT SUMP. DETAIL THIS SHEET WOOD STR GER 0 16" O.C. ^ a' 0 4.SLUMP FOR(ROUT SHALL BE IY-11'.AND LIFTS SHALL NOT EXCEED 4'HEIGHT AND 12'TOTAL DRAWN BY: PROJECTS: (2) 1/2"0 ANCHOR #10 WOODS E& MIN. As H BOLTS HILTI KWIK(3) 3' EMBEDM 5 SAMPLES O:CONCRETE FOR COMMPRE59VE STRENGTH TEST SHALL HE TAM IN ACCORDANCE AD 14-ND-01 MIN. 6" EMBEDMENT WITH THE'METHOD OF SAMPLING FRESH COMC EIV ASTM C172.CYLINDERS FOR STRENGTH TEST CHECKED BY: SCALE PROVIDE #5 ® SHALL BE MOLDED AND LABORATORY CURD IN ACCORDANCE WITH THE NETHOD W MAKING AND 2 3• 1 1/2" 3" 3" 3" CURING CONCRETE TEST SPECIMENS IN THE FIELD"ASTM CA AND TESTED IN ACCORDANCE METH LU AS NO PROPOSED 24`x31'-0'x12" 6" 7' 8" O.C. BOTT. THE'METHOD O'TEST FOR CONPRESIVE STRENGTH OF CnINDWAL CONCRETE SPECDENY CONCRETE PAD FOOTING r . OPOSED 36'x24'x27" ASTM C39.THE STRENGTH SHALL BE TIE AVERAGE O THE STRENGTHS OF TWO CYLINDERS DRAWING: f SECTION -A/S-0" a CONCRETE PAD FOOTING BREAK(FRO A�DAYS SAMPLE AT 14 DAYS (ACONICRETE AM rT 2E8m AT 28 DAYS.(5)CYLINDER SHAD.BE TAKEN SCALE : 1-1/2"=1'-O" S-1 1 0 0 V* ••• • • • • • •• ••• •• • • • •• • • • • • C9f'1 QiOOL • • • • • • • • • x''11 VV �, •• ••• •+ PACT EE NOT REDlUi D .22 // �l DE 20% MIAMI-DADEi�TY APPROVED NO OBJECTION ' Florida Health Miami-Dade County .ap Y" O.S.T.D.S. &Well Program 5 Application No.: 16195�Q-� Date: —'I I Signature `ROVED BY DATE N.NG ;.JJURAL i R ZA' 1rJ _ ^J UMSING l v TWN '_AL _ ----.. ;G a _vi iO C:M �.AN-A WITH ALL KD€RAL, CCt11,11Y RULES AND REGULATION$