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RC-14-765 INSPECTION RECORD ' POST " SITE Permit NO. RC 4014-765 Afiami Shores Vilalage Permft;T »e: esidential Construction i Li 10050 NX.2adAvonue ■n. ass 14A8trd$toes,1'L 33138 0000 -�.%�/'�,� y'°r�J,�.y, �qfy ,�/`/,as� �� / s/� i/�/ Work Classification.�►ItSration (305)7Wx'!04 Fw. (305)75"072ExpI S: !J0v7/20 i i uses Dain "7' i5 INSPECTION REQMSTS (30)x`62-4949 or L"osis at i�ttps:ilbldg.>€»iamf o V€j 0i o Cap REQUESTS ARE ACCEPTED DURING 8 30AM-33:30PM FOR THE FOLLOM,NG BUSINESS DAY. " - Requests must be recelv6d by 3 pm for#o'llwming day Inspections. Residential Construction Parcel*1121360020160. 0wftee9 Name:D1,0GENES D'ALACiG ' Owner's Phone: .iib Address: 10816 NNV 2 Avenue x Tolal&quare deet: 1448 MIAMI SHORES. L $ � Total Jo Val uat ons 41,138t1:00 Bond`Number: WORK IS ALLOWED MONDAY THROUGH SATURDAY, Contractor(s) Phone f rlcltary Contractor SUNDAY -6:00PK NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. ALISERG GENERAL CONTRACTOR (786}557-7414 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH,FRIDAY. NO BUILDING --- INSPECTIONS DONE ON FRIDAY. To, ON M0 For Driveways and/or Sidewalks$ beforefinal in on and bond can be JOB Al E ippraved for re gall sodAndY8rdwolf mII� J�.c'm�Ir�PJ� ALL D S� KS TP : E 4 1011 TO FINAL INSPECTION NO INSPECTION WILL BE MACS UNLESS THE PERMIT CARD IS DISPLAYED AND HAS SEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT"S'RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILt3JN0 OFFICIALWOR THE CITE SHALL BE LIABLE FOR EXPENSE ENTAILED IN T IE REMO AL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF ,,,WARNING MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD. CKs -A?STRUCTURAL 4�2c i 6 � • j INSPECTIONDATE INSP INSPECTION DATE' INSP INSPECTION DATE INSP Foundation ZoningFinan Stemwal< ZONING COMMENTS Rough Slab 6 Water Service Columns '1st Lift 2" Rough Columns 2nd Lift) To Out - Tie Beam �¢ FireSprinkler- Truss/Rafters - Septic Tank Roof Sheathing 2l - - Sewer!iook_u Bucks_ - - Roof Drains - t j Windows/Doors , LLECTRICAL Gas Interior Framin iNSPEGTiON DATE" INSP LP Tank Insulation Tem, o, rary Pate Well - - Coiling Grid Dg TemporaryLawn Sprinklers Drywall Pool J3ondIng Main Drain Firewall Pool Deck Bonding Pool Piping i Wire Lath Pool Wet Niche Backflow Preventor Pool Steel _ Underground Interceptor Pool Deck - Footer Ground Catch Basins ; Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling RoVA Drivewa Rough a' Y1, PLUMBING C M NTS DrivewayBase Tele hone Rough j Tin Ca. Telephone Final V F Roof in Progress TV Rough Mop in Progress TV Final Final goof - j Cable Rough - Shutters Attachment Cable Final, - - j Final Shutters Intercorn Rugh Rails and Guardrails Intercorri Finai i ADA:compliance Alarm Ro h INSPECTION DATE INSP r Alarm Pini Underground Piga _ DOCUMEN S Fire Alarm Rough ( Soil Bearing Cern Fire Alarm Finast ou h - - Soil Treatment CertService Work WithIV Floor Elevation Surve - -- _ -- Y _ Ventilation Rou ugh Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test_ Sot 5urve - Final Hood Final Surve; Final Ventilation Truss Certification Final!Pool Heater STRUCTURAL`COMMENTS Final Vacuum - - MECHANICAL COMMENTS - 'INSPECTION JDATE INSP _ Final Sprinkler Final Alarm - . }� �� , +;.n a elf 7��, r�♦ � '. e � ;� �y 1 :. .'� ✓ t-.,. &. nv,..` �., •.i ie' .t` a.. .'.-;a=i<a.._._. -? ....4 ._.k° e_ !Y:.. .:.y c°'.k.t. ,y { A.n'to '�+•x. .=:II. :. ..int: -r .hl;p .,i aw„7 }. .h`{t..7. Certificate of Completion i= (Miami Shores Village 'i 10050 NE 2 Ave, Miami Shores FI, 33138 ' r �� Tel: 305-795-2204 Fax: 305-756-8972 a; Building Inspection Departmentt This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was ina compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: ' t Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC14-765 ' Owner DIOGENES D'ALACIO Contractor ALPERO GENERAL CONTRACTOR Subdlvlsion/Project NONE March 4,2016 q Date Issued ry Occupancy fix` Construction Type V-13 B Load WA {° x� ti ' Occupancy Square Footage 1448R-3 R-3 Description of Applicable A INTERIOR RENOVATION PP 2010 FLORIDA BUILDING Work Code 9 a ry a 4 ' Location Flood Zone NIA F.F.E N/A ', q 10816 NW 2 AVE y :1 Miami Shores FL 33138 ti q �, ■■,■ Ilium Building Officials Approv I iel Naranjo,CBO Not Transferable w, �tORI POST IN A CONSPICUOUS PLACE �+ r +'^.rtiF f' -,_,.ate-.-. _:._ p;.r�•,. eT fir.'” '; _ _^9 Z 9„ [ - � - :. � : - — �t,'� as .^b.4. * .X:. y�,�� ,..,rty:.;i� Aon"- �. `�r �F_...:; ��'c�c��;" 4�y;;;�*a 'rte'' g .-•�:' �+� r�' r3�, ` �^ir"'"'k �eS*��",�. I�t4 "g' •��, -_ 4,,�y,,,� _t r c. t�. � '��r'�'�' $ * ,_,,,y..y' .k-",C•w.i� =.�"��5 _r .ta`�L _ v P `�•, -H,..; y 4?. `ri' � �" � a;N- '.r•`S .'�F'.i 'r�� wt's' ��'-'�'v.R -, i�.. 'ew'4� �'!�., ygt�' t'R-�� :l��P'F`""s i {,w r 1�'+ -��;� .'e - _- .-#�� *��'�` ,,+g.�,fy� _ -ti, , ;ya;. �,',r�--.+ ;t;.�-: �` d• re s;- y: �;�, .?F h�r� i i�aw�• faiF � + �, e._ im" y I MAR 01 2016 ht[I MI DADE ,t �j Y: M1 , m Miaini-Dade County Building Department 11805 S.W. 26 Street,Miami,FL 33175-2474 www.miamidade.gov/building ENERGY, SOUND AND MACT CERTIFICATE Building Permit No: Project Name: Job Address: ,gyp vplK STATEMENT OF COWLL&NCE We,the undersigned,hereby certify that the ENERGY.SOUND AND IMPACT INSULATION has been installed in the above referenced project,in compliance with the latest edition of the FLORIDA BUILDING CODE.the APPROVED ENERGY CALCULATIONS and Plans and in accordance with good construction practice.The insulation furnished and installed has the characteristics shown below:(check only applicable boxes). fxxterior CBS Walls Insulation:R- (Min.):Material: Thickness: inch(es):Density: Ib/ft:Mfgr: Exterior Frame/Metal Stud Walls:R- (Min.):Material: 66 j Thickness: inch(es):Density: lb/ft:Mfgr: tto Exterior solid concrete walls:R- (Min.):Material: Thickness: inch(es):Density: lb/ft:Mfgr: Interior walls separating A/C from non A/C spaces insulation:R- (Min.) Material: •Thickness: inch(es);Density: lb/ft 5 MULTI-FAMILY RESIDENTIAL CONSTRUCTION ONLY:The COMMON(Party)walls to two separate conditioned tenancies shall be insulated to a minimum of R-11 for frame walls,and to R-3 on both sides.of common masonry walls See ENERGY CODE,2007,paragraph 13-602.ABC.1.1,on page 13.74,latest edition.These"minimum levels of insulation" are not included in the Energy Calculations,butshallbe installed in the field. Ceiling insulation R--:f--O (Min.);Material: Thickness:—7--inch(es): Density: /fti Mfgr: Walls,partitions and floor/ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls,condors,stairs,etc.must have a sound transmission class(STC)of not less than 50(penetrations must maintain the required rating). V?Floor/ceiling assemblies between dwelling units or between dwelling units and public or service areas such as halls,corridors, stairs,etc.must have an impact insulation class(TIC)rating of not less than 50. Make photocopies of this sheet in your office,as required for future jobs. Installed by: �' �� x - Insulation Company Name Insulation Cont Si e p hisulation Contractor CC# �� Date Certified: .� O.C./Builder. Company Name G.C./Builder's Signature Building Contractor CC#: Date Certified: Note:For Lightweight Insulating concrete,use appropriate forms,separate from this one. Revised 02-26-2009 R Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INS P-254010 Permit Number: RC-4-14-765 Inspection Date: March 03, 2016 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: D'ALACIO, DIOGENES Work Classification: Alteration Job Address: 10816 NW 2 Avenue MIAMI SHORES, FL 33168-4302 Phone Number Project: <NONE> Parcel Number 1121360020160 Contractor: ALPERO GENERAL CONTRACTOR Phone: (786)357-7414 Building Department Comments REPAIR DAMAGE DRYWALL, REMOVE EXISTING Infractio Passed Comments CARPET AND TILE. INSPECTOR COMMENTS False 05-23-14 Stop work order issued by BO. power disconnect order sent to FPL by Mike. 02-28-14 Owner/contractor fail to comply with stop work er-d-er. addkieRal PAes will be asses 4-the check scope of work under the permit app iqation a d dans. The interior of the house is be eR tete y omments Passed " 3/y/lf Scope of work at the job site eFMsMqthe ork reflected on tFWWd Engineer of recordo insp ct th property and produce a set of working draw corc ance with the gs and with the 1O&W&ftnty Code. [::IUEIW@&dNS PLACED ON TO CHANGE OF CONTRACTOR JF 5/11/15 05/14/2015 CHANGE OF CONTRACTOR EN APPROVED BY Blue-Inspection SA Fee -21-15 MLR MOiMpi IPPA"1O tMo.sA tMrtlgtth r Amengual he hA'W08Vv"60691-this project. Property ownerand contractor of record will have to schedule E meeting with the building official. For Inspections please call: (305)762-4949 March 04,2016 Page 1 of 1 E O NN W=PAGWnll=1 PAF 2 O2 M 2 F 1)=ATHON S=T(CH SCALE:NTS Ln PROPERTY JOB No. 16-0210816 CLIENT. FLOYD A MARTINEZ PROPERTY ADDRESS 10816 NW 2 AVE, MIAMI SHORES FL 33168 LEGAL DESCRIPTION: (FURNISHED BY CLIENT) LOT 14 SUBDIVISION - SHORELAND HEIGHTS ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 85 OFTHE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. SUBJECT TO ALL RESTRICTIONS, RESERVATIONS, EASEMENTS AND RIGHT-OF-WAY OF RECORD, UNDERGROUND ENCROACHMENTS IF ANY, NOT LOCATED. SURVEYOR'S NOTES: I-)IF MW BUROS AND NOS ARE RUMB TO SAID PW IN LEGAL.DEORM 2-)THE MAINE MO IN IN THE FM WRIMED BDUNDW 6 WO TIM I FW IN 7A00 FW.UNEM(SL AH). UI RTUE WORT WAS NOT PROM=MR TO MVH .THE TN MAY BE MRICHM ON 16 W PAKEL ARE NUT SHXN 7W W BE MO IN DE ROM OF WM-WDE MM,FLORIDA NO WRMED OR WIED DEMMKO OF TITLE OR WIU&P TO 79 LAND Kn=5 WM 4-)THERE W BE WWMW UrIUTY LOMM AND WNWACE IMMES MINN THE PARCEL.TW ARE NOT MW THERE IS NO MW&IRFAM OR OVERHEAD 110009017.OM IM SM ON 7116 WKY. S-)fftSAVDJMOFKUSJ-170FTHE RMAMMMMKCOPE MXMYMSURVEY WAWMWMffTIE PF=Widit ONWOFTHE SURVEYOR. DCROCHMENIS NO You DXRWDWMM BASED ON THE FLOOD INSURANCE PATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OR FWV150 ON 09-1 1-09 THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN ZONE x BASE FLOOD ELEVATION N/A COMMUNITY 120652 PANEL NUMBER 0139 L EUEVATIONS(WHEN SHOWN) REFER To N.G.V.D.. 1929 DATUM, COUNTY BENCHMARK USED ELEVATIONS FEET B.M. LOCATION MAO SMCES, 9C. Pra%saloncd Land&nWAM Misppw CERTIFICATE N*AJL 8064 agnm SLATE OF FLORIDA Mcdn Una: (305)901-1317 FLOYD A WTINEZ F=(305)901-1323 FEW, INC ADVANTAGE FL TITLE CO. WG NATIONAL TITLE LEONARDO MAQUEIRA,P.S.M SURVEY CITE:02-22-2016 CERTFMIE No.LS.-6992 STATE OF FLORIDA IfW VALID WWW THE=MTUIM DATE AND THE ORWAL RAM SEAL OF A FLORIDA LII M SURVEYOR AND YAPPER." PAGE 2 OF 2 NOT VAUD WITHOUT PAM I Of 2 MAO 88WKrE8,W. JOB No. 16-0210816 Praftulow Lauri&Vveyam mapw LTE N*.L&80" SCALE11' 20' SrATE OF FUWMA Mcft Una:(305)901-1317 F= (305)901-1323 TPURF, SURVEY REFER TO WWMR NOTES PG-1 FOR ENCItOACHiRM N.W. 2nd AVENUE (7e TOTAL R/W) t............................. . ... ........ if MSS MEDIAN ............. ......... . .... ........ .... ............. '777 7" ........................... .. ..... ..... .......... .......... ... ..... ... - ...... ..... .............. :::13....... . . .................. ..............*-.*!*.*.-.--.,-.,-.,.,.. .......... ..... ........ ... ..... ...... .... ..... ... ..... I*P90AY 70.00 (R&M) SIDEVM-:. Frid.I.P. Fnd 01/2' A 01 .......... 7.13' 15.12! Vi 9.73, 27.33 ONE STORY 0.21' RESIDENCE #10816 726' ONj1 53.10 FT v;0.04' 9.64' kWq EEBri c 4.13' w N 350' < LL -i LL, < CE < 9LL, LOT 13 (_ [ r L LOT 15 OT 14 4! C.U. Fnd*I.P. Fnd.l.p 70.00'(R&M) 01/2' 01/? AND AMBEEMIMS EX UWRIC MM COMORM FOUNDVITION P.L POINT OF wrImEMION A CENTRAL ANatE 049*=ELEMM F.M. FOUND W& PALC POINT OF REWSW CURVE -//— wow FENM PRIVY.:mrvmy P.OA POW OF COMMIER-ClEMIENT PA PONT OF CURWIM X -CWUN UM FEN= UTILITY CW-POLE um"POLE I" FOUND ORILL PW FAA POUND wa/Dw ®.C99.WALL YAM MEM LOA mm OF BMW= P.T. POW OF TANCIENCY P.C.C. PONT OF COMPOUND CARVE 0/0 -am omm WO AM CONDITIONIND PAD ENA 81CROM)HIM MAMMAGW UNK A ARD Down F.H. AW FOE HYDRANT RL.Numm GEOCIETIC.I. mm BU[Ulm F.W. FOUND IROM PIPE OIL VANNEAD ELECTRIC LIKE FM&� CA WITCH am FAA FOUND RWR P.B. PLAT SOON P/41 RIGHT OF MAY CA&•OONCRM SM STRUCTURE LFL LOM,RM ELEVATION PAP PERMAKIENT OOMIIM POW SEL SECTOM ON. CHORD 06011HOE N.P. uOHT POLE P.C. PACE W. SET IRON PIPE CLCLE4R 00 MUSURM P.OA POW OF 6830M sm STORY C/L Cum LQC P, RECORD PA PROPETTY UNZ SWX SMEWM COND. RMORD 41 MEASURED KLL NOT TO SMILE UL UMM EA DOIT Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253801 Permit Number: RC-4-14-765 Scheduled Inspection Date: March 03,2016 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner: D'ALACIO, DIOGENES Work Classification: Alteration Job Address: 10816 NW 2 Avenue MIAMI SHORES, FL 33168-4302 Phone Number Parcel Number 1121360020160 Project: <NONE> Contractor: ALPERO GENERAL CONTRACTOR Phone: (786)357-7414 Building Department Comments REPAIR DAMAGE DRYWALL, REMOVE EXISTING infractio Passed comments CARPET AND TILE. INSPECTOR COMMENTS False 05-23-14 Stop work order issued by BO. power disconnect order sent to FPL by Mike. 02-28-14 Owner/contractor fail to comply with stop work order. additional fines will be asses to the property. 1-herk se-pe nf=rk -larler the Permit application and plans Inspector Comments Opftgleldamel NaranjoCREATED AS REINSPECTION FOR INSP-253791. no access 3/2/2016 Scope of work at the job site the)vork reflected on property and produce a set of working draw cor ance with the 2�i fgdda Building Code, a fisting uildi igs and with the Miami Dade County Code. 9I�hJF45/11D15N UE O CHANGE OF Needed 05/14/2015 APPROVED BY Se-Inspection ❑ Fee -21-15 MIwkNtiA(4�1�?►��1 �� •sf�4i�tpo rAmengual he hs&inapk0iDvAedg(ps.this project. Property owner and contractor of record will have to schedule a meeting with the building official. March 02,2016 For Inspections please call: (305)762-4949 Page 25 of 44 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253800 Permit Number: RC-4-14-765 Scheduled Inspection Date: March 03,2016 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Insulation Owner: D-ALACIO, DIOGENES Work Classification: Alteration Job Address: 10816 NW 2 Avenue MIAMI SHORES, FL 33168-4302 Phone Number Parcel Number 1121360020160 Project: <NONE> Contractor: ALPERO GENERAL CONTRACTOR Phone: (786)357-7414 Building Department Comments REPAIR DAMAGE DRYWALL, REMOVE EXISTING Infractio Passed Comments CARPET AND TILE. INSPECTOR COMMENTS False 05-23-14 Stop work order issued by BO. power disconnect order sent to FPL by Mike. 02-28-14 Owner/contractor fail to comply with stop work order. additional fines will be asses to the property. Inspector Comments Opftgedamel Naranjo CREATED AS REINSPECTION FOR INSP-253693. CREATED AS Scope of work at the job site296e) IQN FOR INSP-253322. CREATED AS REINSPECTION FOR REATED AS REINSPECTION FOR INSP-246798. produce a set of working draw' ' cor REINSPECTION FOR INSP-246093. CREATED AS 2�i fbdda Building Code, a isting uildi w ION FOR INSP-210925. No access 9:26 AM Miami Dade CountyCode. o a ce s Supply insulation certificate for ceiling 11piQ fOR'JNS F 5/11//15CED N UE �aCfls o�i Tay room, bathroom and utility room on north side. Needed No access 2/22/16 05/14/2015 A /EW 6 Se-Inspection ❑ Fee -21-15 MRA wAhUrai Awe" nr Amengual he ha&ins:a k0iDvA@dgo&this project. Property owner and contractor of record will have to schedule a meeting with the building official. March 02,2016 For Inspections please call: (305)762-4949 Page 24 of 44 OFFICE COPY Permit Holder Permit# F.B.0 Violation� Lwc. R 6 �� - /TS kyL Aff-AootoI47� Address AD *i j Z iV • Date By-/-C" 41 Building Official A.- ci �1 Miami Shores Village Building Department ju $7 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 ��` -- INSPECTION LINE PHONE NUMBER:(305)762-4949 � Q �5 -J�o(�h-"�' FBC 201b BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. " BUILDING r-] ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKSCHANGE OF ❑ CANCELLATION r-] SHOP [ � ) CONTRACTOR DRAWINGS JOB ADDRESS: 1®811pk /0 0 �j 0-0Q-- City: -0e—"City: Miami Shores County: Miami Dade Zip: -3-3 13 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FF'E:: OWNER:Name(Fee Simple Titleholder):� o/�j D A' r`riu Phone#: Z 766 ` .27 ' Address 2 er w /"2_77__ 7-2 ''` City: �/�r�t�I� I� State: 1' L Zip: Tenant/Lessee Name: Phone#: Email: 04, CONTRACTOR:Company-Name: �rQ PSN-�f l�C�-- ea� Phone#: 735-7—?-ill' Address: 8700 ted' a-) (a 7 a� ' / 7 City: Al (a--, State: G- Zip:�.3/ Qualifier Name: A(" •-r�z Phone#: State Certification or Registration#: <f6C—/S'16 2-21 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: r. Value of Work for this Permit:$ ` Square/Linear X Footage of Work: Type of Work: E] Addition ❑ Alteration ❑ New Repair/Replace E] Demolition Description of Work: 7 - M a,, I`� c 1�x' depm ft6DA, f- �e etW- rt",A V MEM Specify color of col t rutile.. Submittal Fee$ Permit Fee'$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) • Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In th bsence o such posted notice, the inspection w' roved and o reinspection fee will be charged. e s Signature Signature OWNER or AGENT WPR/ACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of, )r-1,07 £ 2V by day of_JCJ,17 e 20 0 by Ae&rz who is personally known to Dpi &17e—f- IDS 14ef who is personally known to me or who has produced as me or who has produced 0 C as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: rQy�j Print: oanna i Feliciano of Florida y Commission FF 082753 Seal: public Statexpires O1/12r1018 e.00 Jo a M FeGC►F 082753 .M,01112120 8 APPROVED BY I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ' A ♦SNC.I Li Miami shores Village "" Building Department L _ LpR'TpA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. l— -4 G-5 / DAI� -�) 4Owner's Name (Fee Simple Title Holder) 1,' `�� " Phone#:9jf P7-273 Own ' Address: 10V t IV 10A) we City: State: Zip Code: Job Address (Of where work is being dbne): 10?1 ,2- NC-nGe City: Miami Shores State:—Florida Zip Code: Contractor's Company Name: C' 3-1 1 - `) Phone (� \ I it" 0492 Address:21CQ U) T6- ` 201—b City: 1A i A LW 4r State: FL Zip Code:. �C Qualifier's Name: `L)��3 "()G 2 I Q Lic. Number: CS 3- C[t3 61� Archite ngineer of Record Name: Phone#: Address: City: State: Zip Code: Describe Work: hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless of all legal i olvement. Signature Signatur Owner or Agent chitect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me a this-, 20day of 0 ,by a �I® this , by ors pe nally known to a or who has produced who i ersonally kno o me or who has produced as inden ification. as inden kation. Nota Publ' otary P blic: Sign. Sign. o� �e Seal: tP:��P6B�% JESUS URMTE Seal: ' °4O MYCJESUS MM 8810N FF; 005834 * * MY COMMISSION;FF 005834 EXPIRES:July 15,2017 �, °4 EXPIRES:July 15,2017 Nr°�or�o��OP Bonded Thru Budget Notary Services 9��noQ� Bonded Tfn Budget Notary Swhs CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY) 01/16/2015 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 ALL CITY INSURANCE INC ACI CONTACT CARMEN RODRIGUEZ 275 FONTAINEBLEAU BLVD. PNONE (305)463-9431 FAX ,(305)436-6797 SUITE 190 EMAIL GMAIL@ALLCITYINS.COM MIAMI FL 33172 INSURERW INSURERAFFORDING COVERAGE NAIC# INSURER A:ESSEX INSURANCE COMPANY INSURED INSURER B ALPERO GENERAL CONTRACTOR,INC. INSURER C: 8900 SW 126 TERR INSURER D: MIAMI FL 33176- INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:11 REVISION NUMBER:00 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 ADDL SUBR POLICY EFF POLICY EXPPOLICY NUMBER (MMfDDNYYYl (MM/DDIYYYY) LIMITS A GENERAL LIABILITY 3DS1904-01 11/18/2014 11/18/2015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TOEa occurrence)RENTED $ 100,000 CLAIMS-MADE T OCCUR MED EXP An one person) $ EXCLUDED PERSONAL&ADV INJURY $ 1,000,000 X A/I BLANKET GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS (Par godident) UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ WORKERS COMPENSATION WCCSSTTIATTU-MITq OTH- AND EMPLOYERS'LIABILITY YYY IN ANY PROPRIETOR/PARTNER/EXECUTIVE 1 N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? U (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ It es,descr be under E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,it more space Is required) ROOFING GENERAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION Al COMMWJ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI SHORES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING&ZONING DEPT. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE MIAMI SHORES FL 33138- AUTHORIZED REPRESENTATIVE © j CLU J ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Date r CERTIFICATE OF LIABILITY INSURANCE 6/5/2015 Producer: Plymouth Insurance Agency This Certificate Is Issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727) 938-5562 Insurers Affording Coverage MAIC# Insured: South East Personnel Leasing, Inc. &Subsidiaries Insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages 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. Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration Limits LTR INSRD Type of Insurance Policy Number Date Date (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence $ Commercial General Liability Damage to rented premises(EA Claims Made 11 Occur occurrence) $ Med Exp Personal Adv Injury General aggregate limit applies per: General Aggregate Policy Project ❑ LOC ❑ Products-Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit (EA Accident) Any Auto Bodily Injury All Owned Autos (Per Person) Scheduled Autos Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 X I wC statu- OTH- Employers'Liability tory Limits ER Any proprietor/partner/executive officer/member E.L.Each Accident $1,000,000 excluded? NO E.L.Disease-Ea Employee $1,000,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits $1,000,000 Other Lion Insurance Company is A.M.Best Company rated A-(Excellent). AMB#12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 80-65-828 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company": Alpero General Contractor,Inc Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in FL. Coverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ALFREDO PEREZ ROJAS LICENSE NO.CGC1510221&CCC1328188 AS QUALIFIER, FAX: 954-456-2360&305-756-8972/ISSUE 11-04-10(CF)/REISSUE 01-26-11(TD) /REISSUE 08-02-12(SD)Reissued 12/10/12(SH)/Reissued 12/9/13(SH)REISSUE 01-02-14(EP)REISSUE 01-23-15(AF)(TD)REISSUE 06-05-15(AF) Begin Date 11/1/2010 CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES Should any of the above described policies be cancelled before the expiration date thereof,the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to do so shall impose no obligation or liability of any kind upon the insurer,its agents or representatives. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 STATE OF FLORIDA ' DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC1328188 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 C PEREZ ROJAS,ALFREDO ALPERO GENERAL CONTRACTOR INC 8900 SW 126TH TERRACE MIAMI FL 33176-5154 C ISSUED: 08121/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408210001- STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD WON CGC1510221 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 PEREZ ROJAS,ALFREDO ALPERO GENERAL CONTRACTOR INC 8900 SW 126TH TERRACE MIAMI FL 33176-5154 ISSUED: 08121/2014 DISPLAY AS REQUIRED BY LAW SEQ# L140821000 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION HOME INSPECTORS LICENSING PROGRAM HIS451 The HOME INSPECTOR Named below IS CERTIFIED Under the provisions of Chapter 468 FS. Expiration date: JUL 31, 2016 PEREZ ROJAS,ALFREDO 8900 SW 126TH TERRACE. MIAMI FL 33176-5154 r r D !DMiami Shores Village CTWr l �C� Building Department BY:MAY,11, 2015 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 iv BUILDING Master Permit No.eL-4- 14 :4S' PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ��CHANGE OF ❑ CANCELLATION ❑ SHOP T IONTRACTOR DRAWINGS JOB ADDRESS: 1O'8tb N 4.� ?" ave City: Miami Shores County: -FL" Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 1 OWNER:Name(Fee Simple Titleholder): -ONO C�cAGI, � A60,0 Phone#: Address: to$t(V Kw 2Ave, Qy %A City: i-�lm► 40+Aors State: L Zip: ;A'St b8 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: CoK�s'� "�101 Phone#: Address: ?,1'00 LJ' 1-b 4a+ *' 207- City: LA!P Lem t ilk 4' State: L lip: j$10v6 Qualifier Name: VONA. "6o Phone#:�JS� t-' W4?. State Certification or Registration#: CGC' Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 4 S,coOe UO Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: UAW% Of C.OMaG"r�IL Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) � r r 4 Bonding Compan�e(ifle) Bonding Company's City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City F 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. p ; "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,thee 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 b approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT The forggoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20Q_S , by lf� . day of 20 ZS= by ej !f�� - /mow°�,who is personally known to 1-Uj4 06:5qr2 who 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 oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Sign: Print: ° nnt: 09Y Pu, Notary Public a public State of F o nWo Seal: z' Joanna M Feliciano Seal. .�R"�v34 Notary N14 My Commission FF 082753 $° Joanna N1es oin FF 082753 �� °H Expires 01/12/2018 �� q My Comm � �� -:� � °� E;tpires 0111212018 - BOE F��,ps a�} �k+k"'P�k APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MORENO, LUIS E MORENO CONSTRUCTION & MANAGEMENT COMPANY P.O. BOX 160909 HIALEAH FL 33016 Congratuiationsl 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 CGC1515281 ISSUED: 08/18/2014 serve you better. For information about our services,please log onto W%Mmyfloridalicense.com. There you can find more information CERTIFIED G84ERALCONTRACTOR about our divisions and the regulations that impact you,subscribe , LUIS Irt initiatives. to department newsletters and learn more about the Department's MORENOMORENO LUIS C-iLtCTIOId&:IiAANl4taEMENT C 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 under the provisions of Ch.489 FS. and congratulations on your new license! Exp mffm date:AUG 31,20% t 1408180001590 DETACH HERE RICK SCOTT,GOVERN012 _ _ __ __ -- ------.----- KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1515281 The GENERAL CONTRACTOR a a Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 a �=a MORENO, LUIS E • MORENO CONSTRUCT! H—A-MANAGEMENT COMPANY 2100 WEST 78 STREET#21 HIALEAH FL 3 1 i ISSUED- 0811812014 DISPLAY AS REOUIRED BY LAW SEn# L1408180001590 -16 lt�U+E3 4 1k�Al ' 72+939 tllsustEiia �rj t� lb w 101118 $' 20 B ►+ e�r>vis►� #SLEW !. 8 — OWMER BEC. pi�BU8WE8}i PAYRA6I11Zli6CEN6D MORENO CObISTRUCiION& 1� tdERAL�Al +1 BY TAX cLEGTW MNGUW CO dONTRACTOR 49.50 10272014 Wers) ,2;. CGC1 ;072915-000415 7YIa l Tax ESR a�as papm tt3s low 'f�.�eeaipt bo a&amat p�ntiLas eadss +1�Sq eQ�iota� 6E ]r Fk raf&T.— i1n E' f ElIO raalst iw Uq�s9 an aY eommaoial !1!+ cgft Baa tr 16 &RIVER LICENSE CLASS %F€ 7 -,j-525-76-44c' DJIS ENRIQUE tF O ENO 76i -4 ALAE APT' iEALI=A:i.E! �3G# -?596 _ 12-09-1976 !,,FI-r 20OF x6v --rar rHn�> >r�,a;nez cm�e,v m -cMwety ERs:readeo r..�w. DATE IMM1DtWYYYY) ,��D CERTIFICATE OF LIABILITY INSURANCE 05/11/2015 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 pollcy(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 NAME CT Yanet Rodriguez DISCOUNT INSURANCE INC PHONE 305-828-0578 F4� No; 305-828-0579 8302 NW 103 ST SUITE 102 aooNAILSS; yanetr@discountinsuranceinc.net INSURER(S)AFFORDING COVERAGE NAIC p HIALEAH GARDENS FL 33016 INSURERA; Western World Insurance INSURED INSURER B: Scottsdale Moreno Construction&Management Company INSURER C: FWCJUA 2100 W 76TH ST#213B INSURER D: INSURER E: Hialeah FL 33016 INSURER F: CIVERAGES CERTIFICATE NUMBER7 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. LSRR TYPE OF INSURANCE A POLICY NUMBER MMOUC EW FOLIC EXP LIMrrS 09NERALLIABILnY EACH OCCURRENCE g 1,000,000 DAMAGE_rOK—COMMERCIAL GENERAL LIABILITY PREMISES Ea ocwrrRENTEDenca $ 100,000 CLAIMS-MADE ®.00CUR MED EXP(Any oneperson) $ 5,000 AT�: NPP 8213026 08/21/2014 08/2112015 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEMLAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 1+OOO,Q00 POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALR ED SCHEDULED BODILY INJURY(Per accident) $ AUT NON-OWNED PROPERTY DAMAGE $ HIRED AUTOSAUTOS Per accident $ UMBRELLA LIHBOCCUR EACH OCCURRENCE $ 1,000,000 B EXCESS WAS HCLAIMS-MADE XBS0042982 08121/2014 08121/2015 AGGREGATE $ 1,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION WC STATU- I OTR- AND EMPLOYERS'LIABILITYYIN I OEOMERALLEMc�l� E.L.EACH ACCIDENT $ 1,000,000 C OFFICER/MEMBER H NIA 7D757153-14 07/26/2014 07/26/2015 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 1,000,000 --If ye""Orlbe under--._. _ _ __...-- ------.._. _. — _ .— __... _ ..-- DESCRIPTION OF OPERATIONS below --1;000;000— -- E.L.DISEASE-POLICY LIMIT $ 4 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Addrdonal Remarks Schedule,If more apace Is required) GENERAL CONTRACTOR CGC-1515281 I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORE VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPARMENT 10050 NE 2 AVE AUTHORIZED REPRE T MIAMI SHORE,FL 33138 ACORD 25(2010/05) ©19 RD COR TION.All rights reserved. The ACORD name and logo are registered marks of ACORD SCORES G Miami shores Village m n googol" Building Department Vh �V� OR`ipA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. Owner's Name (Fee Simple Title Holder): 'iA��s I'��A�a Phone#: �& 7.27S ' Owner' ddress: ZOYT (0 Al City: State Zip Code: Job Address (Of where work is being done): 10 O 4 O� !4p'� City: Miami Shores State:_ lorida w-- Zip Code: �lJ� n cf Contractor's Company Name: Mo�r10 10U6 1 L fifth"hone#: 'i0c Ali -A q2- Address: SM to 46 -ali -* 20 2-- $ City: H 1 State: -F L Zip Code: ',)W Qualifier's Name: L. ]0 G Lic. Number: (-atC.raC Lb15281 Architect/ Engineer of Record Name: Phone#: Address: City: State: Zip Code: Describe Work: hereby certify that the work has been abandoned and/or the contractor/architect is unable or u willing to complete the contract. 1 hold the Building Official and the mi hores harmless of all legal involy ent. Signature Signature Owner or Agento chitect The foregoing instrument was aknowledged before me The foregoing instrume t was aknowledged before me this day of ,20Iby Pthis day of s� , 201if Sby�c>04 C. yn r Who ispersonally known to me or who has produced who is personally known to me or who has produced as indentification. �- as indentification. No ry lic: Notary Public: Sign: Sea ,®W P%.c Notary Public State of Flori a public to o Joanna M Feliciano rotor uu�F�� Nota M eiiciano a' My Commission FF 082753 M aGon�misslon FF 0827`'3 oFc o Expires 01/12i2018 r � y ices 0 111 21201 8 o ° 9�OF F`O E°°Pq • , t t _.�r � I � a e �,., e • i�� w a ' � t �, y � •mss s.'� 1_ i • s !� � � , .. � COMPLETE • ON DELIVERY W Complete items 1,2,and 3.Also complete A. Sign7a"""4z item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addresse so that we can return the card to you. B. Receiv by(Printed N ) C. Deliv ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑ 1, is dr s d to: P If YES,enter delivery address below: o 3. Servs Type erufled Mail ❑Expr Mail ❑Registered0341e—turn Receipt for Merchandise f / yy ❑ Insured Mail 13C.O.D. 3 3 / 4. Restricted Delivery?(Extra Fee) ❑Yes I 2. Article Number (rranster from service labeo 7 012 3460 0001 8056 19 81 PS Form 3811,February 2004 Domestic Return Receipt 102595.02-M-1540; CANCELATION OF CONTRACTOR Date: May 4, 2015 Delivery Confirmation: 03111660000251970851 Permit *: RC14-765 Property Located at: 10816 NW 2"d Ave Miami Shores FL 33168 Contractor's Name: All CONSTRUCTIONS & DEVELOPERS, INC 1000 5T" Street # 200 Miami Beach, FL 33139 Qualifier Name: Mauricio Corredor I hereby request to cancel the contractor for the following reasons: 1. Non-performance of contract 2. Contractor unable to complete work 3. Abandonment of contract 4. Contractor unwilling to complete work Thank you 1 ' Diogenes D'Alacio CC: All CONSTRUCTIONS & DEVELOPERS, INC 2010 SW 83RD CT MIAMI,FL 331SS-1112 AG \ Miami Shores Village 'g;r- Building Department artment MAR 242015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 16 BUILDING Master Permit No-2-c 0LA" 71 (r �F7�1 PERMIT APPLICATION sub Permit No. ` UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKSCHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I &j 2- isw e k City: Miami Shores County: -75- Miami Dade Zip: ) Folio/Parcel#: I/ -�� Is the Building Historically Designated:Yes NO X _ Occupancy Type: Load: Construction Type: C 13 S Flood Zone: I FFE: OWNER:Name(Fee Simple Titleholder): �) ®�C,Y)Z�j Lt,,Lt -0 Phon' 76-79`�5 Address: 2 Kj (� 1-2--2- - City: ( ,7 State: l-- L- Zip: .3�%�-�" Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ( � USS 1 y U' CT70 Y7 ` Phone#: Address: �� ,57'S>7- Zt>o G City: EL-`I 16 qq LL2> State: Zip: / Qualifier Name: 'lei f��f' ( � o:o C 0 Ir C t - d-'�D o'er Phone#: 30S.- State Certification or Registration#: 3 2 6 / Certificate of Competency#: DESIGNER:Architect/Engineer: Deg,/fin �2cc)4- inn LL Phone#: 7b(40- 955- a/5;2 Address: 4*71 NW --3 S� 3-t)it&,k P-10(, City: �Is�t1+�11 �i'�1��•-zip: 2-5�5 10& Value of Work for this Permit:$ _�� (a 000-a Square/Linear Footage of Work: �d� -(Do • Type of Work: ❑ Addition ❑ Alteration ❑ NewRepair/Replace ED Demolition Description of Work: L`? r A , 777,_ I cT/1 Z!YL �l QsZd t I\ S)I�e 07= LXcC-)T•/!fig DAMAGj=- )-OATQ�-i Or Z"a P-O0F' JL) k2�r- f, C)—�= f-cJ2577AIC; . - F-/x r-u AP4D --nom.P2..®®A-- Specify color of color thru tile: Submittal Fee$ Permit Fee$.1 11150-A CF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (4 Y 9 �-> (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address /A City State r 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 roved and a reinspection fee will be charged. G" Si gnature �� Signature OWNER or AGENT / CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of P+ \, 4�,,re-,\e ,20 1 S .by t-7 day of t--% 20 4 f by D AL 4G L,0 ,who is personally known to No,rzaz��s.�y'�who is personally known to me or who has produced ` :LPA-yt as me or who has produced_ q�cf as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Sig _y Print: 1 Print: Seal.- � -�•W�,, Seal: VI,��' (�W? LILSNA MA<i"� A PATOLP;ANA MA%rMy COMMSSION#EZR94095 i,4y COMMISSION#MUMS y; N EXPIRE March 14.201 �� " EXPIRES:March 14,20ff7 APPROVED BY -3 �'3 /� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) + STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 CORREDOR, MAURICIO ALL CONSTRUCTION&DEVELOPERS INC 1000 5TH STREET STE 200 MIAMI BEACH FL 33139 Congratulations! With this license you become one of the nearly _ one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range 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 CGC1513259 ISSUED: 07/15/2014 serve you better. For information about our services,please log onto www.myfloridalic:ense.com. There you can find more information CERTIFIED GENERAL CONTRACTOR about our divisions and the regulations that impact you,subscribe CORREDOR,MAURICIO to department newsletters and Team more about the Department's ALL CONSTRUCTION&DEVELOPERS INC 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 under the provisions of Ch.469 FS. and congratulations on your new license! ExpMWn date:AUG 31,2016 L1407150000943 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION rtes CONSTRUCTION INDUSTRY LICENSING BOARD CGC1613259 The GENERAL CONTRACTOR Named below IS CERTIFIED `''ch; Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 a� a CORREDOR,MAURICIO • ALL CONSTRUCTION&DEVELOPERS INC r 1000 STH STREET STE 200 MIAMI BEACH FL 33139 ISSUED: 07/152014 DISPLAY AS REQUIRED BY LAW SEQ# L1407150000943 0 } - BROWARD COUNTY LOCAL BUSINESS TAX-RECEIPT - --_ -- 115 S. Andrews Ave., Rm.A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 DBA: Receipt#•180-7976 j Business Name'ALL CONSTRUCTION & DEVELOPERS INC Business Type:GENERAL CONTRACTOR (G CONTRACTOR) Owner Name:mAuRxcio CORREBOR Business Opened:04/27/2007 Business Location:7222 TAFT ST State/C0unty1C9rHRe9:CGC1513259 HOLLYWOOD Exemption Code: � Business Phone: Rooms seats Employees Machines Professionals 3 � For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 II THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet an County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: MAURICIO CORREDOR Receipt #04B-13-00006478 1000 5 ST # 200 Paid 07/31/2014 27.00 MIAMI BEACH, FL 33139 2014 - 2015 Acvi�r 3/23/2015 CERTIFICATE OF LIABILITY INSURANCE WAID/2015 THIS CERTIFICATE 0 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS U THE CERTIFICATE MO ER.T"95 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 MOLDER. IMPORTANT; Ithigerifflegehoiftr Is an ADDITIONAL INSURED,the PWieAt")must ba endor$9d, if SLIBR06ATI0N IS WAA-M-6 subject to the farina and conditions of the policy,certain psfieies may require an en4orsement. A statement on tis 011111 Gate does not confer rights to the cerlMeata border in Neu of StieA tindDrsenftnt(s). P RODUCBt GRETELI GONZ LLEZ Use General IRSUrarfY E FTI"' ��3653305 , i .Way (U$)330.11: 5841 S.W.137th Ave. Senn a grpt•llpa+ietet®yho0.eom Miami.FL 33183 INSURerusl Air MONO COVERAGE Phone 386-3'305 Fax 688 330-'1 M INT@RNATIONAL INSURANCE COMPANY OF I MNOV INSURED iMuReg AN C;owtuetiwo B Devvekmer Inc -INSURER 0 i 10405th St ti= INSURER D; -- - (786)761/4330 i INSURER 4: i Mldnti Beach.FL 33133 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 OTKER DOCUMENT WITH RESPECT TO wHcH THIS CERTIFICATE MAY BE L""p OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONOMONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. rtsatt TYM dF WSURANCE Ao uB Ro�ICr NUMS R ee i DYrr L DOLTS to GENERAL uASILItY 1 � c� AR s 1,DOO,�Q O COMMMOAL CRW�.I 6NERAL LIABILITY S 1041OD ❑ ❑ ` WED �•> t S,DO4.00 OLAMS,MADE ® OCCUR . 0iA N 0015/214 05150S PER60NAL d ADV iNJ RY S 1,000.0 .0 o GtavERAL AGGREGATE d 2,000,000.0 ceN�AccRasc,►Ts u+n1T A�LaFs Pea oflucre-coetP A00 d 2,000.000.9 LIMITE 1 d PoucY ❑ P ❑ Loc AUTOMOBILE LIMUTY BODILY INJURY(per"MA) S ANY AUTO AL 0WNW SCN LED l�00.v INJURY(P•r a S ❑ AUTOS C AI KED ( CA4ES ❑ HIRED AUTOS Q AUTOS UMORS LA LIAR ❑OCCUR i eAcw OCCURRENCE S EXCESS LIAR ^CLAIMMAGE ' I AGGREGATE S R TION I C A W0pXE=CoMP3NSArGN RYIIM 1 AND tW%OYERIr LIA94fly YIN a 1MAR .eACM ACCIDENTf P IMIitK E7(rt1CT¢P7 �TVEN 1 A tdRrtd�w�9r�eY ISR Nytn m �.i I E L09•EA EMPLOYE, S p StRIPt10N OF OPERATIONS bnlaw ILL.DISEASE•POLICY UMR S I I DESCR.'T'*tON Of ooERATiDNb/LOOATI VHNICLSS :ARBcn AccRD+o+,Aealuonel Ramsrla:Sen•avI•.u en4n spsco is reaullsd) GENERAL CONTRACTOR. LICENSE#CGC1513259 I CERTIFICATE HOLIER CANCELLATION iVILLAGE OF MIAMI SHORES S►IOULDMyOFTKEABOVE oESC 990PMICISSBEOANCELL.M59F 10050 N.E.2 AVENUE MIAMI SHORES, FL.33138 THE EXPIRATION DATE THERBOF,NOTICE WILL BEOVUVM EO IN i ACCORDANCE WRN TME POLICY PROVISIONS. AUTNORtZED REPRESENTATIVE ®1888.2010 ACORD CORPORATION. All fights not ACORD 26(2010106)OF The ACORD nwm and logo are registered marks of J JEFF ATWATER CHIEF FINANCIAL OFFICER TE OF DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION "CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW•- CONSTRUCTION INDUSTRY EXEMPTION Tills certifies that the Individual listed below,has elected to be exempt from Flonda Workers Compensation law EFFECTIVE DATE: 8/22/2013 EXPIRATION DATE: 8/22/2015 PERSON: CORREDOR MAURICIO FEIN: 208383228 BUSINESS NAME AND ADDRESS: ALL CONSTRUCTION&DEVELOPERS INC 1000 5 STREET MIAMI BEACH FL 33139 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL ROOFING-ALL KINDS CONTRACTOR AND DRIVER Pursuant to chaplu 44o beaks a coo 141 F S an ofboer of a Wraor W Who ele=e>oBnlpbm from the�Pter by fiing a caofxeft of elernon user om secbw nw of fits tnusmees Grande MM o"th"oboe under eiecbam dwom o''D bbee e=`nM Pueaent b MWM 10 ChIPIRr 440 0342)F 0 CarellF S of eM of m be errrnpt eaply dry vvQrn bid amro ftCbbn m be exempt MM Da$uWeq Ib rovocabon 4.n rw ua of yhs sew ior alEer the �a�ar 4s0 03431 F S Npbppa ogle 10 be emnot and maftetn 01 the Gerson arced naboe m arson to. On ft oereficafe b Me reM rement6 of the Uction� CeoeGi amfcm DbeeePHM�em MIUn Of a aero at Gem brae for�ro of die DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED D7-12 OUESTIONSI(850}413-18pg 0 loss Miami shores Village Building Department I.pRTpA 10050 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 and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-rime employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. I Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of ,20 f i By D 10 Gt E/U ES LFA C t 0 who is personally known to me or has produced C- as identification. Notary: SEAL: ANAIDA FERN EZ r ' Commission FF 1F i•I Expires Feftary 21,2019 p i AILl ` CONSTRUCTION. WE EL-02 CORP. 1000-5 ST #200 Miami Beach Florida 33139 Tela 305-SSI-4011 Fay 345-551-4919 March 20, 2015 State Of Florida Miami Dade-County Before me this day personally appear.t-a,v,,/.�c_;C Lc. Awho being duly sworn deposes and says : That he or she will be the only person wori.ng on the project located at : 162 1( ib/UJ V til/Alli 5&6 ---S)r�si)4o(ntract to license company with workmen compensation. Sworn to (or affirmed) and subscribed before me thisdwdiay o by kiAJ�2� � �co Cy2.��-�vC Personally Know Or Produced Identification Type of Identification Produced r—tD L- 14 Print, Type or Stamp Name of otary �tLAf'�i DACE e0u,)7' r--6— ANAIDA FERNANM EG) CommMlw#FF 170677Expires February 21,2019earwnNrwrvwuwe�awasn" May 08 2015 3:58PM AbleElectric 3055514919 page 2 eg1V7eIj NO, 11.2015 i I [ pany Name] 97.1 ;3 401' Street Miaml, lorlda 33165 PNm.3 5.607.5636 Email: allc., n.,;truction7@aol.com is Permit# RC-4-14-765'. Job Address: 1081¢ N; 2"d Ave May 5, 2015 To whom it may conc rn, i This letter is to inform '.ou:that ALL CONSIL CTION DEVELOP, CORP is undergoing a change of contractor at the mom' ot,.Please hold AL Inspections until contractor change is complete and anew contractor his �leen.appojnted, Alm please be advised that the company ALL CONSTRUCTION DEVE ' P,CORP will no longer be doing any work at the above address mentioned above. (10$34 NW 27d Ave), i If you have any quostI ns or concerns or In -teed of additional information In regards to this matter please do not esitate to contact e via email or by calling 305.607.5636. Thank You e Sincerely, { 'UrVvA MAMr"I A PATO Mr. auricio Corrado I rCOMMSSIONur as FIRES:Mamb aa,2017 r i; rt4s.•nru, 47 41i 0 , „ r IL I ,ALL CCNSTPUCTICN UEVELCp, INC. 2010 SW 83rd Court Miami, FL. 33155 Cell: 305-607-5636 Office /Fax: 305-5514919 Email: allconstruction7@aol.com Proposal # R011515 TO: Diogenes D'Alacio January 4, 2015 Job Address: 10816 NW 2nd Ave Miami, Florida 33168 SCOPE OF WORK and Costs: 1. Exiting damaged portion of tie beam at north side of the house to be repair- $5,000.00 2. Existing damaged roof( Play room space) to be replaced- $12,800.00 3. Damaged exterior stucco finish to be replaced and painted- $3,800.00 4. Damaged tile floor to be replaced for a new laminated wood floor- $ 49200.00 5. Replace existing damaged drywall partition- $1,440.00 6. Remove and replace existing bath fixtures ( According to plans)- ($7,000.00 for complete bathroom remodeling) Other Costs: • Exterior Paing- $1,200.00 • Electrical Work according to plans- $3,200.00 • A/C Work According to plans- $ 2,100.00 • Kitchen remodeling- $ 5,240 NOTE: Structural Trusses for the Roof will be provide by Owner. *Included in this proposal: consulting engineer, engineer studies, producing of engineer plans and engineer supervision, rental equipment, 1 Initials: Lit , 4 , running plans and processing by City of Miami Beach, labor, material, permit costs, and all necessary documentation to obtain process and permits. • Terms & Conditions • All Construction Develop. Inc. shall not be liable for any existing violations, building damages, outstanding permits costs, or any other costs for additional work not specified in plans or in this proposal. • Acceptance of this proposal is made conditional upon acceptance of the terms and conditions attached hereto, and must be initialed at the bottom of each of the attached pages. GRAND TOTAL; 45980.00I • Payments to be made as listed above. Payments not received when due date shall be considered past due. Past due accounts will be charged an interest charge at the rate of 1.5% per month until the balance is paid in full. No release of lien shall be signed unless all payments are paid in full. • This is your authorization to complete the work as outlined above according to conditions on this proposal. • When both parties sign this proposal, this instrument constitutes a legal and binding contract between the parties and is subject the additional terms and conditions listed on the attached pages. This proposal may be withdrawn if not accepted within fifteen (15) days from date of submission. Schedule of Payment: 1. At the sing of Contract - 25% of Total- $11,500.00 2. After Partial Inspection— 50% of Total $ 22,990.00. 3. After final Inspection—The rest $11,490.00 Acceptance Si Date: Print name: a� 2 Initials: Additional Terms and Conditions MATERIALS AND EQUIPMENT: • All material and equipment shall be as warranted by the manufacturer and will be installed in a manner consistent with standard practices at this time. It is agreed the title to all material required(for the purpose of this proposal)to remain the property of All Construction Develop, Inc. until paid in full. It is understood that All Construction Develop, Inc. shall have the authorization to enter upon owner property for the purpose of repossessing material and equipment whether or not installed without liability to owner for trespass or any other reason. EXCLUSIONS: • All Construction Develop,Inc.will provide standard insurance for this job. If any additional insurance is required, it will be considered an additional cost that is not included in this proposal. DISPUTES: • Any dispute or difference arising out of or in connection with this agreement shall be subject to and resolved by Fast Track Arbitration according to the rules of the American Arbitration Association. CHANGE ORDERS: • Any deviation,alteration or changes from this proposal will be executed only on receipt of written work order. Said charges shall in no way affect or make void the proposal. Charges for changes or modification to this proposal shall be a reasonable amount. This labor rate shall include labor, labor benefits,supervision,overhead,warranty,and other cost.Material shall be charged at contractor's list price. NATIONAL AND LOCAL CODES: • Installation shall meet the National Electrical Code and local building codes.Errors in design by the architect and/or engineer are not the responsibility of All Construction Develop, Inc.Any additional outlets,wiring,fixtures,equipment,etc.not indicated on plans and specifications that are required by other(i.e.,Inspectors)shall not be part of this proposal. FIXTURES AND EQUIPMENT SUPPLIED BY OTHERS: • Price includes the installation of fixtures furnished by others,if fixtures are on job at time of electrical trim out.Fluorescent fixtures supplied by others shall be assembled,pre- whipped,and pre-Tamped with inline fuses. Contractor shall not be responsible for fixtures and equipment supplied by others and losses due to theft,damage,vandalism, etc. are not the responsibility of All Construction Develop, Inc.Fixtures and equipment must be stored by others. • Price does not cover: (1)The warranty of fixtures and equipment supplied by others. (2)The assembly of fixtures and/or equipment supplied by others. (3)Fixtures weighing more than fifty(50)pounds. (4)Equipment supplied by others(except fixtures according to conditions above)shall be installed by others. 3 Initials: • A WARRANTY: • Warranties shall apply exclusively to the new installation of the material,fixtures, equipment,and other items supplied by the contractor.ACCORDING TO PLANS • Warranty does not apply to: (1)Material,fixtures,equipment and other items supplied by others. (2)Extensions or additions to the original installation if made by others. Warranty shall commence from the final inspection date for a maximum period of one(1)year. Warranty or service will not be performed if any payments according to this proposal become past due including change orders. CONTRACTOR SHALL NOT BE LIABLE: • For failure to perform if prevented by strikes, or other labor disputes,accidents,acts of God,governmental or municipal regulation or interference, shortages of labor or materials, delays in transportation,non-availability of the same from manufacturer or supplier,or other causes beyond contractor's control. In no event shall the contractor be liable for special or consequential damages whatsoever or however caused. RISK OF LOSS • Risk of loss due to fire,windstorm,vandalism,or other casualty shall be upon the owner. OWNER DEFAULTS: • Owner will be in default if: (1)Any payment called for under this proposal and all authorized change orders become past due. (2)Any written agreement made by the owner is not promptly performed. (3)Any conditions warranted by the owner prove to be untrue. (4)Failure of owner to comply with any of the conditions of this proposal. • Contractor's remedies in the event of owner defaults, in event of owner default,contractor may do any or all of the following: (1) Suspend the work and remove its material/equipment from the premises. (2)Remove any Contractor-supplied material/equipment,whether or not it has been installed and whether or not is has been placed in operation. In this regard,owner agrees that contractor may enter upon owner property for the purpose of repossessing such equipment without liability to owner for trespass or any other reason. (3)Retain all monies paid hereunder,regardless of the stage of completion of the work and bring any appropriate action in court to enforce its rights.The owner agrees to pay all costs and expenses,attorney's fees,court costs,collection fees(including fees incurred in connection with appeals) incurred by contractor in enforcing its rights under this proposal. 4 Initials: Miami Shores Village �S� RFs Building Department .ell 10050 N.E.2nd Avenue Miami Shores, Florida 33138 a� �t Tel: (305)795.2204 R' Fax: (305)756.8972 i2J1 �/q Permit No:�C P -�16Page 1 of 1 Structural Critique Sheet J f STOPPED REVIEW 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. Mehdi Asraf Rick Scott Mission: To protect,promote&improve the health Governor Of all people in Florida through integrated 3 w state,county&community efforts. RaG C4John H.Armstrong, MD, FACS HEALTHState Surgeon General&Secretary Vision:To be the Healthiest State in the Nation December 09, 2014 Moreno Construction 10816 NW 2 Avenue , Miami, FL 33168 X�Jqe101� RE: Modification to a Single Family Residence - No Bedroom Addition,- ��'p Application Document Number: AP1161329 Centrax Permit Number: 13-SC-1562584 10816 NW 2 Avenue Miami, FL 33168 Lot: 14 Block: na Subdivision: Approved Date----- Dear Applicant, Disapproved This will acknowledge receipt of a floor plan and site plan on 09/30/2014 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. Proposed new driveway and deck, also interior remodeling. No objection letter was issued by C. Icaza on 12/09/14. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3500. Sincerel Carl c za Engineer III Department of Health in Dade County Florida Department of Health www.floridahealth.gov in Dade County• •,Florida TWITTER:HealthyFLA PHONE: (305)623-3500 FACEBOOULDepartmentofHealth YOUTUBE:fldoh Mission: Rick Scott To protect,promote&improve the health Governor of all people in Florida through integrated ;"' state,county&community efforts. l Gam John H.Armstrong, MD,FACS HEALTHState Surgeon General&Secretary Vision:To be the Healthiest State in the Nation December 09, 2014 Moreno Construction 10816 NW 2 Avenue , Miami, FL 33168 RE: Modification to a Single Family Residence- No Bedroom Addition,_,_,.,,,.,,..--.. Application Document Number: AP1161329 Centrax Permit Number: 13-SC-1562584 10816 NW 2 Avenue ' Miami, FL 33168 Lot: 14 Block: na Subdivision: Approved DearApplicant, t Disapproved This will acknowledge receipt of a floor plan and site plan on 09/30/2014 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. Proposed new driveway and deck, also interior remodeling. No objection letter was issued by C. Icaza on 12/09/14. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3500. Sincerel Carl c za Engineer III Department of Health in Dade County Florida Department of Health www.floridahealth.gov in Dade County• •,Florida TWITTER:HealthyFLA PHONE: (305)623-3500 FACEBOOK:FLDepartmentofHealth YOUTUBE:fldoh MR Engineering ASDIP v 4.0 Page Date: 21-Jun-2014 Time: 1:33 PM MR Engineering Project: DIOGENES DALACIO TALL SLENDER MASONRY WALL DESIGN Descrip: 6'-0"OPENINGS CHECK REINFORCEMENT DESIGN: Engineer. GT. GAVARRETE I Reinforcing Bar Size (#)= 6 Design Code: IBC 103 Bar Spacing (Note 3) (in)= 72 GEOMETRY Bars at Center or Edge? (CIE)= C Nominal Wall Thickness (in)= 8.0 ! Bars Effective Depth d (in)= 3.75 Supported Only at Base?(YIN)= N Reinforcement Ratio rho = 0.0008 Total Wall Height (ft)= 9.3 GREAT!, REINFORCEMENT RATIO IS OK.1 Lateral Support Height (ft)= 9.3 AXIAL CAPACITY CHECK: Solid Grouted? (Y/N)= Y Wall Self-weight (psf)= 78 Equivalent Thickness (in)= 7.6 Axial Load at Max. Mom. (plf)= 1075 Wall Face Thickness (in)= 1.2 Allowable Axial Load (plf)= 6840 GREAT' GEOMETRY IS OK' GREAT', AXIAL CAPACITY IS OK ' MATERIALS: BENDING CAPACITY CHECK: Masonry Strength fm (ksi)= 1.5 1 Wall Parapet Steel Yield Strength fy (ksi)= 60.0 Max. Moment (Ib-ft/ft)= 1155 0 APPLIED SERVICE LOADS: Moment Capacity (Ib-ft/ft)= 1452 1190 Vert. Roof Dead Load (plf)= 323 GREAT', STRENGTH IS OK Vert. Roof Live Load (plf)= 388 i SERVICEABILITY CHECK: Wind Load on Wall (psf)= 56.0 Wall Parapet Wind Load on Parapet (psf)= 0.0 Maximum Deflection (in)= 0.022 0.000 Seismic Acceleration Sds = 1.20 j Allowable Deflection (in)= 0.784 0.000 Importance Factor Ip = 1.00 GREA T'. DEFLECTION IS OK NOTES: References: 1.-Type: Medium-weight concrete block(115 pcf). "Design of Reinforced Masonry - 2.-Available wall thickness:6,8, 10, 12, 14 and 16 in. Tall Slender Walls'" - 3.-Bar spacing to be multiple of 8 in. by Amrhein and Lee_ 4.-Special inspection during construction must be provided. "Seismic Design of Masonry Using the 1997 UBC ---by Ekwueme and Uzarski - Template User. Project: DIOGENES DALACIO Paget MR Engineering Descrip: 6'-0"OPENINGS CHECK Data. 08Mr2014 Engineer. GT. GAVARRETE 01ROMA-VASOMawALLBW 4S©IP v 10 TALL SLENDER MASONRY WALL DESIGN dAm asdipsoft com GEOMETRY MATERIALS Simply Supported Wall Masonry Strength fm .......... 1.5 ksi Nominal Wall Thickness ....... 8.0 in Steel Yield Strength fy ......... 60.0 ksi Total Wali Height .................. 9.3 ft Lateral Support Height ......... 9.3 ft OK APPLIED SERVICE LOADS Wall Face Thickness ............ 1.2 in Vert. Roof Dead Load ........... 323 plf Use Bars # 6 @ 72 in. at Center ... OK Vert. Roof Live Load ............ 388 pif Seismic Acceleration Sds ..... 1.20 PROPERTIES Importance Factor Ip ........... 1.00 Solid Grouted Wall Wall Parapet Equivalent Thickness ........... 7.6 in Height H .............. 9.3 0.0 ft Effective Depth d ................. 3.75 in Wind Load ............ 56.0 0.0 psf Reinf. Steel Area As ............ 0.07 int/ft Seismic Eh .......... 36.5 112.3 psf Reinforcement Ratio Rho .... 0.0008 OK Eh/1.4 or Wind ..... 56.0 80.2 psf Elasticity Modulus Em ......... 1350000 psi Selfweight ............ 78.0 78.0 psf Modular Ratio n=Es/Em .... 21.5 Roof Load Po ...... 711 0 plf Modulus of Rupture fr .......... 154.9 psi Selfweight Pw ..... 364 0 plf Gross Moment of Inertia I gr 443.3 in4/ft P=Po+Pw ......... 1075 0 plf Cracking Moment M cr ........ 1501 Ib-ftift P allowable ........... 6840 6840 plf OK Load Eccentricity a .............. 7.31 in Phi-Factor ............ 0.9 0.9 LOAD COMBINATIONS Comb 1 Comb 2 Comb 3 Comb 4 1.2D+1.6Lr+0.8W 1.2D+0.5Lr+1.6W 1.2D+Ev+Eh 0.9D+(Eh or 1.6W) Wall Parapet Wall Parapet Wall Parapet Wall Parapet Roof Vert. Load Pfu 1008 0 582 0 581 0 291 0 plf Pu @ Max. Moment 1445 0 1018 0 1236 0 618 0 plf---- Lateral Load wu ... 44.8 0.0 89.6 0.0 36.5 112.3 89.6 11c.3 pgr--- Steel Area Ase .... 0.10 0.07 0.09 0.07 0.09 0.07 0.08 0.07' iriz/ff - Compression a .... 0.38 0.29 0.35 0.29 0.37 0.29 0.33 039 in Neutral Axis c ...... 0.45 0.34 0.42 0.34 0.43 0.34 0.39 0.34 in Cracking Inertia I cr 25.0 21.2 23.9 21.2 24.5 21.2 22.9 91.?- in3/ff Capacity Mn ........ 1734 1322 1613 1322 1675 1322 1500 '1. 22_ Ib-fdft--- RESULTS Design Code ........ IBC'03 Wall Parapet Maximum Deflection ............. 0.022 0.000 in Allowable Deflection ............. 0.784 0.000 in Deflection Ratio .................... .0.03 0.00 OK Maximum Moment Mu ......... 1155 0 Ib-ft/ft Moment Capacity Phi Mn .... 1452 1190 Ib-ft/ft Moment Ratio ....................... 0.80 0.00 OK Controling Combination# ..... 2 1 Report VIPIN N. TOLAT, P.E. V/7 15123 Lantern Creek Lane, -nafzecG,arre Houston, TX.77068-3831 g� TEL: 281.444-9183 Fax: 281-444-9184 Email: vtoiat@sbcgiobaLnet Page 1 ENGINEER'S EVALUATION REPORT#NU0413 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors REPORT HOLDER: NuVue Industries Inc; 1055 E.29`h Street, Hialeah, FL. 33013 www.nu-vueindustries.com nuvue@.bellsouth.net Phone: 305-694-0397 Fax: 305-694-0398 1.0 EVALUATION SCOPE: Compliance with 2010 Florida Building Code-Building and Residential 2.0 PRODUCT DESCRIPTION: Refer to tables 1 through 21 of this report for Product name,size,size and number of fasteners,fastening details shown in the diagrams and the allowable loads. 3.0 STRUCTURAL SPECIFICATIONS : 1. Steel shall conform to ASTM A653, SS grade 33,min.yield 33 ksi,min. tensile strength 45 ksi and min. galvanized coating of G 60 per A§TM A653. 2. Allowable loads and fasteners are based on NDS 2005. 3. Design loads are for S. Pine, specific gravity 0.55. Design loads for other species _ ----- shall be adjusted per NDS 2005. - - -_-_ -- --- 4. _-4. Allowable uplift loads have been adjusted for load duration factor CD of,1.6 Allowable gravity loads have been adjusted for CD values of 1.0, 1.15-rre 1.25 per table 2.3.2 of NDS 2005. Design loads do not include 33%increase for stel and concrete. 5. Concrete in Tie beams shall be min. of 2500 psi. Concrete Masonry,Grout and mortar in concrete masonry shall be min. of 1500 psi. Concrete masonry shall 0 - comply with ASTM C90. 6. Combined load of Uplift, Ll and L2 shall satisfy the following equation. _ Actual Uplift + Actual L1 + Actual L2 <=1.0 - Allowable Uplift Allowable Ll Allowable L2 - - - - i�f VL 16294.4-KU ( N VJH, N VSO'fables 12 and 13 Page 2 of 2 Referenced Standards AISI S100(2007) ASTM D1761-88(2000) NDS(2005) A Other Agency Information Date Submitted April 18,2013 Date Validated April 22,2013 Entity N/A Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Other N/A Official Site Status Approved Subcategory Wood Connectors V'i<« Company Page&t'ruduct,�is 1 hi.Your Conivam'"' Company Information Nu-%-ue Industries Inc. 1055 E 29th street Hialeah,FL,33013 V t5 1-JJ._-.//_ _ _1 /1• . h'�T 1 IAI\A • T�I� 1/��/�� A Page 2 4.0 INSTALLATION Installation shall be in accordance with this report and the latest edition of Nu-Vue Industries Catalog. The information in this report supercedes any conflicting information in the catalog. 5.0 EVIDENCE SUBMITTED: Test reports submitted by Product testing Inc.(PT) Atec Associates Inc(Atec) and PSI Inc and signed and sealed calculations in conformance with FBC 2010 by Vipin N. Tolat, P.E. Product Test#/Test lab Date tested Tested N V TA/N VTAS 02-3938/PT 8/6/02 N VTA/NVTAS 024073/PT 11/6/02 N V TA/N VTAS 02-4074/PT 11/6102 NVTA/NVTAS 02-4075/PT 11/6/02 N VTA/N VTAS 31.22456.0002/ATEC 7/6/02 NVBH 24 02-4096/PT 12/3/02 NVUH 26 024095/PT 1/17/03 NVRT 03-4177/PT 2/3/03 NVRT 03-4202/PT 2/19/03 NVRT 03/4270,4271/PT 3/27/03 NVTH/NVTHS 04-46981PT 4/15/04 NV SNP3 03-4482/PT 9/15/03 NV358 03/4543/PT 12/19/03 NV458 03-4590/PT 12/31/03 NVHCUR 034625/PT 1/21/04 NVSTA/NVHTA 04-4641,4642/PT 3/17&3/22/04 NVJH24,26,28 03-4385,86,87/PT 5/30/03 NVS0236 03-4349.57,58/PT 5/13.5/19,5/20/G3 NVTP4 03-4303.44/PT '1.121--5/l/03__ NVTP4H 03-4345.43/PT 3,'-.-S/5/03 NVHC43,43/2 70-02-94-003 8 1/ATEC 11/27/95 A135 05-5195,95A/PT 2/15/08_ A137 05-5196,96A/PT 2/15/0$ - NVH07 03697.0001/ATEC 11/27/96_ IKE 1 05-5612/PT - -3/20/06 IKE2 06-5622/PT 5/l/Oh NVTHJ26 04-4995/PT&138-96013-0 1/PSI 1/31/05&-2/7/89 NVTHJ28 04-4996/PT& 138-96013-05/PSI 1/31/058112/2/89- lb a rt inn. C- 444 1��°rsn$yet Miami Shores Village PeJmlf Tyk R$$1dent18I GoOstrQCt Dn 10050 N.E.2nd Avenue NW Work0r`assfoa tN7:Alteration PPRPMED Miami Shores,FL 33138-0000 Pe,: �e= ate Phone: (305)795-2204 - x Rn� rlle tats /2712t1'l5' Expiration: 09/23/2015 Project Address Parcel Number Applicant 10816 NW 2 Avenue 1121360020160 DIOGENES D'ALACIO MIAMI SHORES, FL 33168-4302 Block: Lot: Owner Information Address Phone Cell DIOGENES D'ALACIO 10816 NW 2 Avenue MIAMI SHORES FL 33150- 10816 NW 2 Avenue MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 41,680.00 ALL CONSTRUCTION&DEVELOPER: (786)768-4330 _. Total Sq Feet: 1448 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: WindovV Door Attachment Type of Construction: REPAIR DAMAGE DRYWALL,REM Occupancy:Single Family Framing'• Stories: 1 Exterior: Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms:3 Bathrooms:2 Fill Cells Columns Plans Submitted: Certificate Status: Review Electrical Certificate Date: Additional Info: Review Electrical Review Planning Bond Return: Classification:Residential Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Building Review Building CCF $25.20 Invoice# RC-4-14-51259 Review Building Change of Contractor Fee $75.00 03/27/2015 Check#:5777 $3,449.52 $50.00 Review Building CO/CC Fee $50.00 DBPR Fee $18.76 04/16/2014 Credit Card $50.00 $0.00 Review Mechanical DCA Fee $18.76 Review Mechanical Education Surcharge $8.40 Review Plumbing Permit Fee $1,250.40 Review Plumbing Plan Review Fee(Engineer) $160.00 Review Plumbing Plan Review Fee(Engineer) $80.00 Review Structural Plan Review Fee(Engineer) $160.00 Review Structural Plan Review Fee(Engineer) $80.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Structural Plan Review Fee(Engineer) $80.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $33.60 Work wiW—ou—t—P—er—rXFee $1,250.40 Total: $3,499.52 March 27, 2015 Au ed Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 27,2015 2 s Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBIT,BUILDIMaster Permit No PERMIT APPLICATION Sub Permit No. ©BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE ❑ CANCELLATION ❑ SHOP �,�/ CONTRACTOR DRAWINGS JOB ADDRESS: ��1,6 /t/14 City: Miami Shores County: Miami Dade Zip: '-33 t Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder). 0,4 Vt l 6 0 Phone#:fh�g Zjb°'` 7� Addres V/ f �i ` r� City: State: Zip: t6� Tenant/Lessee Name: ��i �( ® Phone#. � Email: Hof r� 1 CONTRACTOR:Company Name:Hofzc+lp GL'y;' (UA Address 2100 L,) rpt—C,— 4' -Z1 City: 6A I PLZW State: --fLo(2A ILIA Zip '3_'_5 0 tIiP Qualifier Name: 41b F, ° Nob Phone#: c6 Z-tq—%15-+ State Certification or Registration#: CbC,(5 62—'6! Certificate of Competency#: -------- DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Cs�-7 ,ria O•n> Value of Work or this Permit: Square/Linear Footage of Work: Type of Work: ❑Addition ❑ Alteration ❑New D9 Repair/Replace ❑Demolition Description of Work: pit i p- Dl m m-'e d!y wd, QQMr>QG E-�)67NEa CA UrET e-E A✓7A30,1o�Z- 'Z" c "WT/fY4 4 6rL%lc_Tvr4gL jz_ Specify color of color thru tile: Submittal Fee$ Permit Fee$ 3 CCF$ CO/CC$ �v W Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$01a;;Ls - 60 Structural Review$ _ TOTAL FEE NOW DUE$�7, r Bonding Company's Name(if applicable) r Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS,FURNACES, BOILERS, HEATERS,TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature - \! Signature 110 Owner or Agent �was - The foregoing instrument was acknowledged before M�me this A� - The foregoin . � "" edged before me this day of 20�by� dP(J— L)S { 'biay of `� 201 by l,JO who is personally known tome or who has produced ( l 3 who is personally known to me or who has producedOL r fD As identification and who did take an oath. as identification and who did take an oath. �+UUIIiurU \\\\\\\IIIIIIW1111,1 NOTARY PUBLIC: �� '��,,, NOTARY PUBLIC: `\o��` Ar/e/7' %,,,, Sign: _ .® 4/Aq `'°•'.� Sign:Cn :�, �� 6��,:•W'_ Print: = ' c��Iia �d�/�:. _ Print: Via,,� ;.�, •. �,; � �'• 7 r My Commission Expires: %F®F FL 0� ;UP\\��`�•\\ My Commission Expires: %/,r''IpIA1100�`�•`; APPROVED BY Plans Examiner Zoning X Structural Review Clerk (Revised02/24/2014)(Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) STATE OF FLORIDA DEPARTMENT OF BUSINESS AMID PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MORENO, LUIS E MORENO CONSTRUCTION 8c MANAGEMENT COMPANY 7675 W 36 AVE # 2 HIALEAH FL 33018 - STATE of F.arRi AG# 6 3 i a'5 4 C Congrab ilationsl With this license you become one of the nearly one million DEPA><tT1�NT flF,,BUSINESS .AND Floridians lice by the Department of Business and Professional Regulation. PR.10 SIO»I. 18GOLATIOI� . Our professionals and businesses range from architects to yacht brokers,from >, boxers to barbeque restaurarrts,and they keep Florida's economy strong. CGC1515281 09/05/12 128059948 Every day we work to improve the way we do business in order to serve you better. 1 For information about our services,please tog onto www.myfloridalicense.com. i " CERTIFIED GENERAL CONTRACTOR here you can find more-ir!formalion about our divisions and the regulations that j. Pio O, .}. S E fi:PLILa Yuu.btAUbi.ili/r cu ua✓walUlM4ll S1V.WVQ6V4V#.7 ai361 mcu111ttuli-.rwkoui MIC MORENO: CONS�LRUCTICIT` .NMAGMM- ter rr,ic;sirtir�,ail ;ha--rl�rfarfffkYgw ac-7_k:Pf-L -- Ri?1yJ;4 r-.i=aiilb-IMP s cnnz ratty She to servm daft better so that volt can serve vour Customers' 4 I$'-CLRTIF �D Iim8es -the psoviaiona-of G'h4E9 FS o hart ytscz Jnr c�ra► g fru�6ness�n r�onaa,a�►o�ongrazu�auvri�uc�yu�r nCwr66s: a l sap3ration ante--AUG 31 2014 51120905.01719 Ye , 4.. 1s0-i;k—cSs=31s=0- t ff ar- - Z xs..` ., �6 STATE OF FLOIDA 'DEPARTMENT'OF BUSINESS AM PROFESSIONAL- REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD Src-�i�"y1209050Z719 u_ A 1 LICENSE R4BR s. v si '0 &-ea 1.2 12 8 0 5.9.94 6 ICGC15152.83. -_ The GENERAL CONTRACTOR - Named below IS CERTIFIED: - Under the Provisions of Chapter �9- VS. Expiration Oates AUG .31.,-- 2014 ..MORENO, hBYH'E MONO .CONSTRUCTION. lit GM�,=XT— 14750 N.X 7'7 CURT SUITE # 3?0 MIAMI LAKES FL, 3.3016 RICK. SCOTTKEN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW CERTIFICATE OF LIABILITY INSURANCE DATE(MM/OOJIYYY) �}CC7�RI.7� �-�-' 04l0912014 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), 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 NAME:ONTACT Yanet Rodriguez DISCOUNT INSURANCE INC PHONE E : 305-828-0578 FA No; 305-828-0579 8302 NW 103 ST SUITE 102 ADDRESS• discount lnsurance o@att.net INSURER(S]AFFORDING COVERAGE NAW A HIALEAH GARDENS FL 33016 INSURERA. Republic-Vanguard Insurance Company INSURED INSURERS: Moreno Constructlon&Management Company INSURERC: P.0 BOX 180909 INSURER 0: INSURER E: Hialeah FL 33016 INSURER F: COVERAGES CERTIFICATE NUMRERm 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 TFRMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. FN—sk ADDLa P LICY EFF POLICY EXP LTR TYPE OF INSURANCE NS D POLICYNUMBER (MM1DD1YYYY):(MM1DDiYYYY1 LIMITS GENERALLIABILAY EACHOCCURRENCE $ 500,000 COMMERCIAL GENERAL LIABILIT( PREMIE Ea NT France S 100,000 CLAIMS-MADE ®OCCUR MED EXP(Any one person) $ 5,000 A PGLCO05603-13 11/17/2013 11/17/2014 PERSONAL&ADV INJURY S 500,000 GENERAL AGGREGATE $ 500,000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ 500,000 POLICY PRO LOC $ AUTOMOBILE LIABILITY CO ED SINGLE LIMIT S Ea atxddent ANYAUTO BODILY INJURY(Per person) $ ALLOWNAUTOS ED AUTOSULED 80DILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HiREOAUTOS AUTOS tPer accident) S S UMBRELLA LIAOOCCUR EACHOCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION WC STATU• OTH- AND EMPLOYERS'LIABILITY Yl N 1 ANYPROPRiETORIPARTNERJEXECUTNE E.L.EACH ACCIDENT $ OFFICEWMEMBER EXCLUDED? El NIA (MandatorylnNH) E.L.DISEASE-EA EMPLOYE $ Ityyes describe under DES L�RIPTIONOFOPERATIONS below E.L.DISEASE-POLICY OMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS IVEHICLES(Attach ACORD 161,Additional Remarks Schedule,It more space Is required) GENERAL CONTRACTOR CGC-1515281 I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIaml Shares Bullding Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores FL 33138 AUTHORIZED R Es T E v ACORD 25(2010105) 09988.20 RD CORPORATION.A ights reserved. The ACORD name and logo are registered marks of ACORD 01-02-2013 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL.OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 01/02/2013 EXPIRATION DATE: 01/02/2015 PERSON: MORENO JUAN A FEIN: 273318884 BUSINESS NAME AND ADDRESS: MORENO BION & MANAGEMENT COMPANY PO BOX 160909 HIALEAH FL 33016 SCOPES OF BUSINESS OR TRADE: 1- CARPENTRY DWELLINGS THREE 2- CONTRACTOR-PROJECT MANAGER, CO 3- LICENSED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 0504, F.S„ an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits at compensation ander this chapter. Pursuant to Chapter 440.0502/ F.S., cerdHceas of election to be exempL.. apply only within the scope of the business or trade listed no the notice of election to he exampt. Pursuant to Chapter 440.003), F_S., Notices of election to be exempt and certificates of election to be exempt stall be subject to revotxtino if, at any time after the film of the notice or the issuance of the certificate, the parson named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate st,auy time for fallare of the person mused as Ike centfiwte to meet the requirements of this section. QUESTIONS? (850) 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES DMSION OF WORKEW COMPENSATION Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who CONSTRUCTION INDUSTRY O elects exemption from this chapter by filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDAL under this section may not recover benefits or compensation under this WORKERS'COMPENSATION LAW 9 D chapter. EFFECTIVE 01/02/2013 EXPIRATION DATE: 01/02/2015 Pursuant to Chapter 440.05(12). F.S., Certificates of election to be pERSOM JUAN A MORENO H exempt-. apply only within the scope of the business or trade listed on FEIN: 273318684 E the notice of election to be exempt R BUSINESS NAIVE AND ADDRESS: E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt MORENO CONSTRUCTION & MANAGEMENT COMPANY and certificates of election to be exempt shall be subject to revocation PO Box 760909 if, at any time after the filing of the notice or the issuance of the HIALEAH, EL 39016 certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at arty time for failure of the SCOPE OF BUSINESS OR TRADE~ person named on the certificate to meet the requirements of this I- CARPENTRY DWELLINGS THREE 2- CONTRACTOR-PROJECT MANAGER CO Section. 3- LICENSED GENERAL CONTRACTOR QUESTIONS? (850) 413-1609 GUT HERE Cory bottom portion on the job, keep tapper portion for your records. ;ti.dC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 of era dam`•: City of Hialeah Business Tax Receipt 2013-14 m�BBP9fI�j� Mayor Carlos Hemandez No: 236116-45 Amount: $ 200.00 The person,firm or corp.listed here has paid the business tax required to engage in or operate the business specified subject to the regulations and restrictions of the City of Hialeah,Florida Owner: JUAN ASUNCION MORENO Type of Business.New Multifamily Housing Construction (except Operative Builders) MORENO CONSTRUCTION & MANAGEMENT CO Business Location: PO BOX 160909 HIALEAH, F, 33016 2100 W 76 ST 213B Validating No.: 326051 Expires September 30,2014 THIS IS NOTA BILL DRIVER LICENSE CLASS E rOP r0_525-t 6-445+, P LUIS ENRICOE MORENO - 7975 th a6 AVE APT 2 HALEAH,FL 330iI4696 - Doe 12-09-1976 x:M HG7 s-w _ _ _>sef�D:10 •ZY08 X530610282982 SAFE DRIVER opt~,,ot a nrwtat vafrdw corataw s connow to an,sabrwy twg cap fir"by t- s MIAMFDADE�, MIAMI-DADE COUNTY -STATE OF FLORIDA LOCAL BUSINESS TAX RENEWAL 6988324 ' ' 2013 -2014 APPLICATION RECEIPT:7263916 STATE#CGC1515281 DBA/BUSINESS NAME: BUS.COMMENCEMENT DATE:05/01/2012 MORENO CONSTRUCTION&MANAGEMENT COMPANY SEC TYPE OF BUSINESS BUSINESS LOCATION: BLDG1 GENERAL BUILDING CONTRACTOR 2100 W 76 ST STE 213B 2 HIALEAH,FL 33016 OWNERICORP. APPLICATION DETAILS MORENO CONSTRUCTION&MNGMNT CO FEE AMOUNT PHONE# 305-219-5637 Receipt Fee 30.00 UMSA Fee 0.00 PO BOX 160909 Beacon Council Fee 15.00 HIALEAH,FL 33016 Bingo Permit Fee 0.00 Nightclub Permit Fee 0.00 Multi-Municipal Contractor Fee 0.00 Restricted Contractor Fee 0.00 Library Fee 0.00 NAILS CODE: 2389 Transfer Fee 0.00 Doing Business without a License Penalty 0.00 Late Penalty 0.00 Collection Cost 0.00 NSF Fee 0.00 Prior Years Due 0.00 Amount Recently Paid - 45.00 TOTAL AMOUNT DUE: 0.00 .......................................................................................................................................................................................................................................................................:......................................... If no longer in business,please notify us in writing. To pay online go to www.miamidade.gov/taxcollector Review and correct the information shown on this application. To pay by mail, make check payable to: Miami-Dade County Tax Collector A 25%penalty will be assessed to anyone found operating 140 W Flagler St 14 Floor without a paid local business tax, in addition to any other Miami FL 33130 penalty provided by law or ordinance(Sec 8A-176(2)). To pay in person go to: A Certificate of Use and/or City Business Tax 140 W Flagler Street,Room 101 Receipt may also be required. (305)270-4949,fax(305)372-6368 A service fee of not less than$25.00 up to a minimum of 5% will be charged for all returned checks. t RETAIN FOR YOUR RECORDS t ................................................................................................................................................................................................................................................................................................................. MIAMI-DADE COUNTY- + DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT + STATE OF FLORIDA LOCAL BUSINESS TAX RENEWAL 72631 2013 -2014 APPLICATION RS ETE#CGC151 A 5281 6988324 BUSINESS LOCATION: 2100 W 76 ST STE 213B HIALEAH,FL 33016 BUS.COMMENCEMENT DATE:05/01/2012 SEC TYPE OF BUSINESS OWNERICORP. BLDG1 GENERAL BUILDING CONTRACTOR MORENO CONSTRUCTION&MNGMNT CO 2 APPLICATION IS HEREBY MADE FOR A LOCAL BUSINESS TAX RECEIPT OR PERMIT FOR THE BUSINESS PROFESSION OR OCCUPATION DESCRIBED HEREON.I HAVE BEEN INFORMED OF ALL ZONING RESTRICTIONS IMPOSED ON THIS RECEIPT I SWEAR THAT THE INFORMATION IS TRUE AND CORRECT. MORENO CONSTRUCTION&MNGMNT CO JUAN A MORENO PRES PO BOX 160909 SIGNATURE REQUIRED SEE INSTRUCTIONS ABOVE HIALEAH,FL 33016 Please pay only one amount The amounts due after Sept 30th include penalties per FS 205.053. ffReceived By Oct31,2013 Nov 30,2013 Dec 31,2013 Jan 31,2014 Please Pay $0.00 $0.00 $0.00 $0.00 7000000000000000000000007263916201400000004500000000000007 e � � r M �� ° Project Information: Job Number Martinez Truss Co., Inc. 14041604 Customer., 9280 NW South River Dr. MORENO CONST. Mediey, FL 33166 Name. (305) 883-6261 * Fax: (305) 885-2925 ALACIO ADD. Address: info@martineztruss.net 10816 N.W.2nd AVE. City,ST,Zip.- MIAMI /P:MIAMI SHORES, FL 33168 General Truss Engineering Criteria & Design Loads Building Code and Chapter: Computer Program Used: FRC2010/TPI2007 MiTek Version: 7.51 Jan 2 Gravity., Gravity: 55.0 psf ROOF TOTAL LOAD N/A Wind Building Authority: 175 mph from MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 - Project Engineer of Record: This cover sheet is provided as per Florida Statute 61 G15-31.003 in lieu of signing and sealing each individual sheet.An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Engineer of Truss Design Package JOHN A.ILTER P.E. FL Reg. Eng.No.36205 14337 Commerce Way. ;�` r �� i,,® Digitally signed Miami Lakes, FL 33016J`' ��°°'� � °•.; by John A Ilter Imo° NO. 05 : e m OF 2014.04.28 No. Date Truss ID# 'i✓ `�� 1 04/24/14 CR �'��®�PtIP►p tt0��4��``� 07:17:57 —04'00' 2 04/24/14 Hill 3 04/23/14 H91 4 04/24/14 HG71 5 04/24/14 J1 6 04/24/14 J3 7 04/24/14 J5 8 04/24/14 J7 9 04/16/14 V12 10 04/24/14 V16 11 04/24/14 V20 12 04/16/14 V4 13 04/16/14 V8 Page 1 of 1 Job ruse Truss Type QtY Ply �ADACIOADD. 14041604 CJ7 Diagonal Hip Girder 2 1 Job Reference(optional) Martinez Truss Co.,Ina,Medley,FL 33166 Run:7.510 s Jan 20 2014 Print 7.510 s Jan 20 2014 MiTek Industries,Inc.Thu Apr 24 09:08:4112014 Page 1 I D:YLIfq IBfB?ANICXnRda W5hzQ7as-ukq H USsavakX2rLSB5uUD3HcDrf kJ663MO UKyTzNZaQ -2-9-15 4-10-10 9-9-5 2-9-15 4-10-10 4-10-10 Scale=1:22.8 2.12 12 (3)16d NAILS 3x4= 3 T1 W1 _ 2 B1 (3)16d NAILS 1 7 3x4=6 2x6 3x4= 1.5x4 11 = 4.10-10 9-9-5 410-10 4-10-10 Plate Offsets(X,Y): [2:0-0-9,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.17 6-7 >668 180 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:41 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordancewith Stabilizer Installation guide. REACTIONS (Ib/size) 4=213/Mechanical,2=805/0-11-5 (min.0-1-8),5=312/Mechanical Max Horz 2=171(LC 3) Max Uplift4=135(LC 3),2=-475(LC 3),5=59(LC 4) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=1375/381,3-11=1346/385 BOT CHORD 2-13=-429/1338,7-13=.429/1338,7-14=-429/1338,6-14=-429/1338 WEBS 3-6=1362/437 NOTES 1)Wind:ASCE 7-10;Vutt=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.0psf,h=15ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directionao;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except(jt--lb)4=135, 2=475. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)121 Ib down and 83 Ib up at 4-2-15, 121 Ib down and 83 Ib up at 4-2-15,and 149 Ib down and 136 Ib up at 7-0-14,and 149 Ib down and 136 Ib up at 7-0-14 on top chord, and 20 Ib down and 17 Ib up at 4-2-15,20 Ib down and 17 Ib up at 4-2-15,and 30 Ib down and 9 Ib up at 7-0-14,and 30 Ib down and 9 Ib up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face'of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=90,5-8=-20 Concentrated Loads(lb) Vert:11=97(F=49,B=49)12=-54(F=27,6=27)13=2(F=1,B=-1)14=50(F=-25,B=-25) Job rus3 Truss Type QtY Ply ADACIO ADD. 14041604 H81 Hip 1 1 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166 Run:7.510 a Jan 20 2014 Print 7.510 s Jan 20 2014 MITek Industries,Inc.Thu Apr 24 09:06:44 2014 Page 1 ID:YLlfglBfB?ANICXnRdaW5hzQ7as-MwOfhotCgus0t?wekoPjmHgsUFyK2gNDa2DuUwzNZaP -2-0-05-11-6 9 0 0 12 4 0 15 4 10 21-4-0 23.40 2-0-0 &11-6 3 0 10 3-4-0 3-0-10 5-11-6 2-0-0 Scale=1:40.9 4x6= 4x6= 3.00 F12 4 5 1.5x4 1.5x4 3 6 1 2 7 CS 1 e Id 11 10 9 3x6= 3x4= 3x4=3x4= 3x6= 9-0-012-40 21-40 9-0-0 3." 9-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.55 Vert(LL) 0.29 9 >879 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.52 9-17 >490 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FRC2010ITP12007 (Matrix-M) Weight:87 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-4 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1350/0-8-0 (min.0-1-9),7=1350/0-8-0 (min.0-1-9) Max Horz 2=68(LC 8) Max Uplift2=644(LC 11),7=644(1-C 11) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-3044/1757,3-18=-2965/1767,3-4=-2517/1397,45=2426/1388,5-6=2517/1397, 6-19=-2965/1766,7-19=-3044/1756 BOT CHORD 2-11=1593/2898,10-11=1182/2426,9-10=-1182/2426,7-9=-1618/2898 WEBS 3-11=-606/480,4-11=-96/309,5-9=-96/309,6-9=606/479 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=S.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-9 to 1-1-12,Interior(1)1-1-12 to 9-0-0,Extedor(2)9-0-0 to 12-4-0,Interior(1)16-6-15 to 23-3-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces S MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=644, 7=644. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard ob I Russ Iruss I ype City PlY ADACIO ADD. 14041604 H111 Hip 1 1 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166 Run:7.510 a Jan 20 2014 Print 7.510 a Jan 20 2014 MiTek Industries,Inc. Thu Aur 24 09:06:44 2014 Page 1 ID:YLIFgIBfB?ANICXnRdaW5hzQ7as-MwOfhotCgusOf?wekoPjmHgmVFyK2gNDa2DuUwzNZaP -2-0-0 5-11-6 9 0 0 11::19-9$12 -0 , 15-4-10 214-0 23 4 0 2-0-0 5-11-0 3-0-10 1$$ 0-3-0 1&8 3-0-10 5-116 2-0-0 Scale=1:42.2 1.5x4 II 15x4= 1.5x4 II . 4x6= 4x6= 3.00 12 4 2 5 1.5x4 1.5x4 3 6 VT N 2 7 cQ1 6 Ia, d 11 10 9 d 3X6— 3x4= 3x4=3x4= 3x6= 9-0-0 12-4-0 21-4-0 9-0-0 3-4-0 9-D-0 Plate Offsets(X,Y): [4:0-2-6,0-6-9],[5:0-2-6,0-6 6] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.93 Vert(LL) 0.29 9 >879 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.81 Vert(R) -0.52 9-18 >490 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:92 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-64 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1350/0-8-0 (min.0-1-9),7=1350/0-8-0 (min.0-1-9) Max Horz 2=-68(LC 8) Max Uplift2=644(LC 11),7=644(LC 11) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19=3044/1757,3-19=2965/1767,3-4=2517/1397,4-5=2426/1388.5-6=2517/1397, 6-20=2965/1766,7-20=3044/1756 BOT CHORD 2-11=159312898,10-11=1182/2426,9-10=-1182/2426,7-9=-1618/2898 WEBS 3-11=606/480,6-9=-606/479,4-11=-96/309,5-9=-96/309 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf,h=15ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-11-9 to 1-1-12,Interior(1)1-1-12 to 9-0-0,Exterior(2)9-0-0 to 124-0,Interior(1)16-6-15 to 23-3-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--lb)2=644, 7=644. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job russ Iruss I ype y ADAGIO ADD. 14041604 HG71 Hip Girder 1 2 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166 Run:7.510 s Jan 20 2014 Print:7.510 s Jan 20 2014 MiTek Industries,Inc.Thu Apr 24 09:06:45 2014 Page 1 ID:YL1fglBfB?ANICXnRdaW5hzQ7as-g6y1 v8ugRB_FH9VrIWwyJUN?5fGxn7SMphzR1 MzNZaO -2-0-0 7-0-0 1 D-8-0 14 4 0 21-40 23-4-0 2-0-0 740-0 3-&0 3 8 0 7-0-0 2-0-0 Scale=1:40.9 4x6= 4x6= 3.00 12 3x4= 3 6 cc C5 3x8 ff 3x8= 2 BI 6 N d 1 7 jA 10 9 8 3x4= 6x8= 3x4= 7-0-0 144-0 214-0 7-0-0 7-4-0 7-0-0 Plate Offsets(X,Y): [2:0-7-6,0-1-1],[6:0-7-6,0-1-1] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefi L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert(LL) -0.25 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.60 8-10 >430 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight:206 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 2=2172/0-8-0 (min.0-1-8),6=2173/0-8-0 (min.0-1-8) Max Horz 2=60(LC 20) Max Uplift2=-944(LC 7),6=944(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6876/2514,3-15=6714/2492,15-16=6714/2492,4-16=-6714/2492,4-17=-8720/2490,17-18=-6720/2490, 5-18=-6720/2490,5-6=6882/2512 BOT CHORD 2-10=2314/6629,9-10=2740/7386,9-19=2740/7386,19-20=2740/7386,8-20=2740/7386,6-8=2312/6634 WEBS 3-10=201/1007,4-10=964/476,4-8=-897/475,5-8=201/988 NOTES 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=S.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=944, 6=944. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)311 Ib down and 349 ib up at 7-0-0, 144 Ib down and 169 ib up at 9-0-12,144 Ib down and 169 Ib up at 10-8-0,and 144 Ib down and 169 Ib up at 12-3-4,and 311 Ib down and 349 Ib up at 144-0 on top chord,and 326 Ib down and 84 Ib up at 7-0-0,50 Ib down at 9-0-12,50 Ib down at 10-8-0,and 50 Ib down at 12-3-4,and 326 Ib down and 84 Ib up at 14-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=90,3-5=90,5-7=-90,2-6=-20 Continued on page 2 �010 I ruse Truss TypQty eFly ADAGIO ADD. 14041604 HG71 Hip Girder 1 Z Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166 Run:7.510 s Jan 20 2014 Print 7.510 a Jan 20 2014 MiTek Industries,Inc.Thu Apr 24 09:06:45 2014 Pagge 2 ID:YUfglBfB?ANICXnRdaW5hzQ7as-q6ylv8ugR8 FH9VrIWwyJUN?5fGxn7SMphzR1MzNZaO LOAD CASE(S)Standard Concentrated Loads(Ib) Vert 3=221(F)5=-221(F)9=-50(F)10=-326(F)4=-134(F)8=326(F)16=134(F)17=134(F)19=-50(F)20=-50(F) Job ruse ruse Type �Ply �ADAGIOADD. 14041604 J1 Jack-Open 4 1 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166 Run:7.510 s Jan 20 2014 Print 7.510 s Jan 20 2014 MiTek Industries,Inc. Thu Apr 24 09:06:45 2014 Page 1 ID:YLBqIBfB?ANICXnRdaW5hzQ7as-q6y1v8ugRB FH9VrlWwyJUN2dfRon9GMphzRIMzNZaO -240-0 0-11-12 1-M 2-0-0 0-11-12 Scale=1:6.0 4 3.00 F12 2 (3)16d N NILS 0 0 1 T1 1 d 3x6= I Plate Offsets(X,Y): [2:0-0-4,Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.21 Vert(TL) 0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:5 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x2 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0 except at--length)3=Mechanical. (lb)- Max Horz 2=65(LC 11) Max Uplift All uplift 100 Ib or less atjoint(s)5,3 except 2=-418(LC 11) Max Grav All reactions 250 Ib or less atjoint(s)5,3 except 2=449(LC 1),2=449(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=381/241 NOTES 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,3 except at--lb) 2=418,2=418. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job Truss I NSs I ype �PIY ADACIO ADD. 14041604 J3 Jack-Open 4 1 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166 Run:7.510 s Jan 20 2014 Print 7.510 s Jan 20 2014 MiTek Industries,Ina Thu Apr 24 09:06:45 2014 Page 1 ID:YU fglBfB7ANICXnRdaW5hzQ7as-g6y1 vBugR8_FH9VriWwyJUN2dfTvn9GMphzR1 MzNZaO -2-0-0 3-0-0 240-0 3-0-0 Scale=1:9.5 3.00 12 3)16d NAILS 2 T1 B1 (3)16d NAILS 1 3x4= 3x4= 3-0-0 3-0-0 Plate Offsets(X,Y): [2:0-2-6,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) 0.01 7 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:12 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=79/Mechanical,2=392/0-8-0 (min.0-1-8),4=29/Mechanical Max Horz 2=95(LC 11) Max Uplift3=38(LC 11),2=274(1_C 11) Max Grav3=79(LC 1),2=392(LC 1),4=30(LC 16) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-328/90 BOT CHORD 2-4=-85/316 NOTES 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-9 to 1-1-12,Interior(1)1-1-12 to 2-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except at--lb)2=274. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard O russ Russ ype y �ADACIOADD. 14041604 J5 Jack-Open 4 1 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166 Run:7.510 a Jan 20 2014 Print 7.510 s Jan 20 2014 MiTek Industries,Inc.Thu Apr 24 09:08:46 2014 Page 1 ID:YLIfglBfB?ANICXnRdaW5hzQ7as-IJWQ6UuSCV66vJ41sDRBrivCN2njWcVW2Li ZOzNZaN -2-0-0 5-0-0 24D-0 6-0-0 Scale=1:13.5 (3)16d NP ILS 3.00 12 � o Ti 2 B1 (3)16d ILS �1 1 3x4= 5-0-0 5-0-0 Plate Offsets(X,Y): [2:0-3-6,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.23 Vert(TL) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight:18 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=155/Mechanical,2=512/0-8-0 (min.0-1-8),4=53/Mechanical Max Horz2=127(LC 11) Max Uplift3=-91(LC 11),2=307(LC 11) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-675/487 BOT CHORD 2-4=591/734 NOTES 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-9 to 1-1-12,Interior(1)1-1-12 to 4-114 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except(jt--lb)2=307. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job russruse I ype City PlY ADACIO ADD. 14041604 J7 Jack-Open 5 1 Job Reference(optional) MaPonez Truss Co.,Inc.,Medley,FL 33166 Run:7.510 s Jan 20 2014 Print 7.510 s Jan 20 2014 MiTek Industries,Inc. Thu p pr 24 09:06:46 2014 Page 1 ID:YLItgIBfB?ANICXnRdaW5hzQ7as4JWQ6UuSCV66vJ41 sDRBriv9C212WcVW2Li_ZozNZaN -2-0-00 7-0-0 24-0 7-0-0 Scale=1:17.1 (3)16d NAI S 3.00 12 CCd T1 2 B1 (3)16d N 11.S 1 3x4= 7-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) 0.12 4-7 >689 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.18 4-7 >470 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight:24 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=224/Mechanical,2=646/0-8-0 (min.0-1-8),4=70/Mechanical Max Horz2=159(LC 11) Max Uplift3=137(LC 11),2=354(1_C 11) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-1285/878 BOT CHORD 2-4=1042/1403 NOTES 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-9 to 1-1-12,Interior(1)1-1-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--lb)3=137, 2=354. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard ob I russ I russ I ype �PIY ADAGIO ADD. 14041604 V4 Valley 1 1 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166 Run:7.510 s Jan 20 2014 Print 7.510 s Jan 20 2014 MiTek Industries,Inc.Thu Apr 24 09:06:47 2014 Page 1 I D:YLlfq I BfB?ANICXn RdaWShzQ7as-mV4oKgv4zpEzW rfDQb¢QOvSUJSAOF3mfG?SYSFzNZaM 2-0-0 440-0 2-0-0 2-0-0 Scale=1:7.3 B1 4-0-0 4-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 0.90 TC 0.00 Vert(LL) n/a - n/a 999 TCDL 15.0 Pit.Metal Increase 0.90 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Lumber Increase 0.90 WB 0.00 Horz(rL) 0.00 n/a n/a BCDL 10.0 Rep Stress Incr YES (Matrix) Weight:9 Ib FT=20% Code FRC2010/TPI2007 LUMBER BRACING BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 2=22/2-9-9 (min.0-1-8),1=22/2-9-9 (min.0-1-8) Installation guide. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Non Standard bearing condition. Review required. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard ob Truss I ruse I ype City Ply ADAGIO ADD. 14041604 Vs Valley 1 1 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166 Run:7.510 s Jan 20 2014 Print 7.510 s Jan 20 2014 MITek Industries,Inc. Thu Apr 24 09:06:47 2014 Page 1 ID:YLtfglBfB?ANICXnRdaW5hzQ7as-mV4oKgv4zpEzWTfDQX¢QOvSPBS5WF3mfG?SY5FzNZaM 4-0-0 8-0-0 4.0-0 4-0.0 Scale=1:14.1 3x4 3.00 F12 2 I T T1 3 1 B1 3x4: 3x4 7-11-12 8(�0 7-11-12 0. Plate Offsets MY): [2:0-2-0,0-0-151 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.33 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:20 ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=309/7-11-8 (min.0-1-8),3=30917-11-8 (min.0-1-8) Max Horz 1=14(LC 10) Max Uplift1=124(LC 11),3=124(1_1311) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-546/620,2-3=-546/620 BOT CHORD 1-3=558/506 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)1=124, 3=124. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard �ob Truss Truss Type Qty PlY �ADACIOADD. 14041604 V12 Valley 1 1 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166 Run:7.510 s Jan 20 2014 Print 7.510 s Jan 20 2014 MiTek Industries,Inc.Thu Apr24 09:06:48 2014 Page 1 ID:YUfglBfB?ANICXnRdaW5hzQ7as-FhdAXWk6Mg8dDQzeUtw7?YHsU4 VBoVfBSdhzNZaL 6-0-0 12-0-0 6-0-0 6-0-0 Scale=1:18.4 4x6 3.00 F12 2 T T1 ST1 1 3 -------------- 4 3x4 1.5x4 I I 3x4 0- 12-0-0 0 Q 4 11-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.18 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FRC20101TPI2007 (Matrix) Weight:34 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):2 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=224/11-11-8 (min.0-1-8),3=224/11-11-8 (min.0-1-8),4=611/11-11-8 (min.0-1-8) Max Horz 1=24(LC 9) Max Upliftl=-97(LC 11),3=97(1_C 11),4=-230(LC 11) Max Grav1=233(LC 20),3=233(LC 21),4=611(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-459/396 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=241t;eave=oft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-4 to 4-2-4,Interior(1)4-2-4 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3 except(jt--Ib) 4=230. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard �ob Truss I ruse I ype QtY Ply ADAGIO ADD. 14041604 V16 Valley 1 1 Job Reference(optional) Martinez Truss Co.,Inc,Medley,FL 33166 Run:7.510 s Jan 20 2014 Print 7.510 s Jan 20 2014 MiTek Industries,Inc.Thu Apr 24 09:06:48 2014 Page 1 ID:YLifglBfB7ANICXnRdaW5hzQ7as-FhdAX9wik6Mg6dDQzeUfw79XAsUw VKoVfB5dhzNZaL 6-47 8 0 0 9 7-9 16-D-0 64-7 1-7-9 1-7-9 6-4-7 Scale=1:24.6 3x4= 3.00 F12 1.5x4 11 3 1.5x4 II 2 4 T 1 W1 1 1 5 3x4= 8 7 6 3x4 zz 1.5x4 11 3x4= 1.5x4 11 0 p 4 817 9-7-9 16-0-0 8 3 3.3-2 6-1-7 Plate Offsets(X,Y): [3:0-2-0,0-0-15) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.19 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:48 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):3 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 15-11-8. (lb)- Max Horz 1=34(LC 9) Max Uplift All uplift 100 Ib or less atjoint(s)1,5 except 8=242(1-C 11),6=242(LC 11) Max Grav All reactions 250 Ib or less atjoint(s)1,5 except 8=580(LC 20),6=580(LC 21) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-199/290,4-11=199/290 WEBS 2-8=-470/365,4-6=-470/365 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-4 to 4-2-4,Interior(1)4-2-4 to 8-0-0,Exterior(2)8-0-0 to 11-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,5 except at--lb) 8=242,6=242. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard �.b I cuss I russ I ypejPIY �ADACIOADD. 14041604 V20 GABLE 1 1 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166 Run:7.510 s Jan 20 2014 Print 7.510 s Jan 20 2014 MiTek Industries,Inc. Thu Apr 24 09:0B:48 2014 Page 1 ID:YLtfglBfB?ANICXnRdaW5hzQ7as-FhdAX9wik6Mg8dDQzeUfw7?XzsU6_VJoVfBSdhzNZaL 8-4-7 10-0-013 7-9 20.0-0 6-47 3-7-9 3-7-9 6-4-7 Scale=1:30.8 4x6 3.00 12 3 1.5x4 II 1.5x4 II 2 4 T T1 ArA 1 5 LLI 17 3x4% 8 7 6 3x4 1.5x4 11 5x6= 1.5x4 11 0.Q 4 8-4-7 10-0.0 13-7-9 20-0-0 0 0 4 8 4 3 3-7-9 3-7-9 6-47 Plate Offsets(X,Y): p:0-3-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.18 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:63 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):3,2,4 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 19-11-12. (lb)- Max Horz 1=-44(LC 9) Max Uplift All uplift 100 Ib or less atjoint(s)1,5,7 except 8=275(1-C 11),6=-274(LC 11) Max Grav All reactions 250 Ib or less atjoint(s)1,5,7 except 8=625(LC 20),6=625(LC 21) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=-494/369,4-6=-494/369 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat 11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-4 to 4-2-4,Interior(1)4-2-4 to 10-0-0,Exterior(2)10-0-0 to 13-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5,7 except Qt--Ib) 8=275,6=274. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard NOTE: NOTE: - --- ' UPLIFT REACTIONS SHOWN ON TRUSS DESIGNS AND LABELING TRUSSES IS A SERVICE, (V.I.F.)= VERIFY IN FIELD HANGER SCHEDULE ' PLACEMENT PLANS ARE TO BE USED IN DESIGN OF NOT A REQUIREMENT.THEREFORE, NOTE•IN ORDER FOR HANGER TO ACHIEVE SPEC LOAD CAPACITY,ALL NCI IDLES TRUSS TO TRUSS CONNECTIONS AND FOR REFERENCE IT IS THE RESPONSIBILITY OF THE BUILDER MUST BE FILLED CN CONNEOM THE UPLIFT VALUE OF CONNECTIONS OF THE TRUSSES TO USE THE ENGINEERING DRAWINGS WHEN -- - - VITY TO THE SUPPORTING STRUCTURE ARE THE RESPONSABILITY ERECTING TRUSSES.IN CASE OF DISCREPANCIES OTT MODEL L°w`CAos �T MANUFACTURER TRS IOENiFrATM OF THE ARCH.AND/OR ENG.OF RECORD.REFER TO APRVD. BETWEEN TRUSS MARKINGS AND ENG.DRAWINGS - Na nae r3o ISP PERMIT DOCUMENTS FOR EXACT VALUES. THE ENG.DRAWINGS PREVAILS. WA LOADS VM 730 LISP - - - -- CVERHANGSETSPACNG NIA GTM 7710 S2s0 USP WA OWW 11260 SMS __.USP WA TIOIQ02 3286 2238 -ISP WA (3316 2580 ISIS - USP__ WA (CLIP BY 388- -396- Usp _-- StoTO WA I J1SS Ola 1115 ISP 43'0' _- _. TLre' ATTENTION BUILDERS; NOTE SEE TRIES CALCULATION CUT SHEETS FOR Hatch Legend ALLDIMENDOWOVERNIONIMPITOWA SPEORC JACK&CORNER JACKOONNECRONS ETC TO BE CHECKED BEFORE ORDEBNG U -0' TRUSSES IT IS YOUn ELEV.8' RESPONSIBILITY ATTENTION BU8.OQ6 TO cIEiHK OIRI TRL/99 PIMP ETC � .TO BE CHECKED 60 TRUSSES N S YOUR RE8P0lS®Sm• -- --- --- - - -- -- R=2I 3N TO CHECK OUR TRUSS PIAlP u=s N� EXISTING,CONaraNSTOeEVEao-iED BY BUILDER IN ORDER FOR MEN TRUSSES TO MATCH EXISTING TRIES CONDITIONS �1 APPROVED TRUSS ANCHOR BY BUILDER -- SQUARE CUT OVERHANG HEEL HEIGHT=2X4 STD. b „1 TOP=2X4 MIN. i (V.I.F) -_� BOTTOM=2X4 MIN. x 12 31— -� - N Ir v U.aR-21 �Y -0':OH to TYP.TRUSS END DETAIL 6 -- _ -- -- -- 3116%1'-0' L TO b SETBACK 10 4.3'0' 8'_ --. ROOF TRUSS LAYOUT 3D VIEW 3/16'=1*-W IMPORTANT NOTE• Rrey _ RM N W SOUTH RIVER DWVE PM1 M0883,0201 ALL DDVENSION TO BE VERIFIED N FIELD ,'t0F fir Digitally signed iNU16.FLORIDA 93188 a plBXees•2e2M BY QC BEFORE FABRICATION ALLTRISS BPACiNq 2CO.C. DO NOT CUT OR ALTER TRUSSES' `�, '..••"•.r _ ® ,gyp MARTINEZ TRUSS CO.,INC.CCO958 J.MARTINEZ INLESSOTIERwasE 8PEOF® rARnIEZ TIEUSs cOMPANrvaL NOT 1tONOR S� : by John A liter — - -_ � ___ MORENO CONST. TRUSS LOADING CONDITIONS erouRGFFKE/L"""/+s Date: ROOF TRUSSES RDOR TRUSSES_-_ b�oep�..Yuw vv�.ec� - _ TOP CHORD LIVE 30 TOP CHORD LIVE a �:.Sa""°bipn'O SHOP DRAWING APPROVAL i 9MOF DATE: OWNER: REV.DATE: -� ""'°° 2014.04.28 TOP CHORD DEAD Is TOP CHORD DEAD 10 ��q �w N1 DATE REVISED - APPROVED TMS LAYOUT IS TE N SD E SOURCE FOR FABRICATKN OF- ~' 07:17:12.04.-04'00' �ed�"° '�• DRW:BY. __ SCALE:AS SHOWN BOTTOM CHORD DEAD:to 60tTOM CHORD DEAD a a•'0D(PS ��r°'•�m•.vem.•v'+rp• t OTHER TRU 9 u�OUTg PREVIOUS THIS JOB NAME: ALACIO ADD. roTM LoaCREASE Ba rorx LOAO(PSFN as m_.�e�e�,eo..a...�. LAYartw3TBE RECEIVEDBEFO ANYTRusSESVWIL JOB ADDRESS:10816 N.W.2nd AVE. STRlSBIW;RFASE 133 STRESS NOREASE 100 g.,+�`>om...,,w.'s�o�. 2 ---- - ---- BESUILT.vERffY Au oorOfnaa To oauNE AONNsr JOHN A.ILTER •W.aeaar nvr"wu..o.:b TAB TRUSS BrB1EM HAS BEENtaros - -------- --- CINWESTWUTWILL RESUA.TN EXTRA CHAROESTOmu MIAMI SHORES,FL OEMSED WRIT e.ry®mw�maaem GENERATED BY ITB WPM WINDS USM SO PSF TOP CHORD ++ e.�Ne "�°s° 4 - ----- PROFESSIONAL ENGINEER -A114337 - DEAD LOAD AND a.o PSF T1oTroM cI1DRo DEAD LOAD CLT.a tae:�Z, 'em CSTATE OF OMMERCE WAY,MIAMI ECPLAKES,FL 14041604 . LOAD 7-t0X a mr�w•m.ws•mmr a -- ---- Pp AN W — �, as "y33 ��aavae. rr ■ �` �,. r+ Q ! • � � a w GENERAL NOTES NOTAS GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES Trusses are not marked in any way to identify the Los trusses no estan rnarcados de rirlgtin modo que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES frequency or location of temporary lateral restraint identifiquela(recuenaaofacaGzacfdnderestriaidnlateral and diagonal bracing.Follow the recommendations y arriostre diagonal temporates.Use las recomendadones (il DON"r overload the vane. for handling,installing and temporary restraining de mane' rnstaGuroo resir t yarnostle temporal de ) t ng, n9 po 9 to NO sobrecargue la ostia. and bracing of trusses.Refer to PS.SI-Guide to los trusses.Vea el foGeto Ilfa`I-C,ufa de Buena PrdRca Good Practice for Handling.Installing.Restraining Dam el Nan.-i�InsWictorr Restrtcc ctrl y Ardmore de?log � NEVER use banding to lift a bundle. o.Bracing of Metal Plate Connected Wood Trusses de pladera Correclados con Placas de Ptetal'` Trusses'• for more detailed information. para(n(ormacidn alas detallada. NUNCA use las ataduras para levantar un paquete. Truss Design Drawings may specify locations of Los dibujos de tfiisefio de los trusses pueden esoec ficar ; permanent lateral restraint or reinforcement for las/ocalizaoones de restriccldn lateral permanente o A single lift point may be used for bundles of R+ individual truss members. Refer to the SCSI. refuerzo en los miembros frrdividuales def truss.Vea la top chord pitch trusses up to 45'(13.7 m)and B31— for more information.All other permanent hoja resumes 8C51-83—para Inas MfOffnacidn.EI parallel chord trusses of 30'(9.1 m)or less. W AR ING!Do not over load suppor bracing design is the responsibility of the building recto de los diseiros de arrinstres permanentes son la Use at least two lift points for bundles with structure with truss bundle. designer. resporrsatzlidad del disei r del edificio. I trusses up to 60'(18.3 m). Use at least 3 lift points for bundles with trusses iADVERTE'NCIA!No sobrecargue la greater than 60'(18.3 m). estructura apoyada con el paquete dE trusses. to , Puede usar un solo lugar de levantar para pa- " A W A R N I N G!The consequences of improper queues de trusses de la cuerda superior hasta 45' Place truss bundles in stable position. handling,erecting,installing,restraining y trusses de cuerdas paralelas de 30'0 menos. Puse paquetes de trusses en una pos � 'r.. and bracing can result in a collapse of the Puede usar dos puntos de levantar para structure,or worse,serious personal injury paquetes mas de 60 pies. astable. or death. Use par to menos Cres puntos de levantar para i.AOVERTENCIA!EI resultado de un manejo, paquetes mas de 60 pies. levantamtento,fnstaladdn,restriccidn y arrisotre i MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES incorrecto puede ser la caida de la estructura o s aun peor,heddos o muertos. n, 1 RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES IT A -la z._;cL Banding and truss plates have Hold each truss in position with the erection equipment until[op chord temporary lateral rests sharp edges.Wear gloves when handling 1 Is installed and the truss is fastened to the bearing points. and safety glasses when cutting banding. \ srzstenga cada truss en positron con equtpo de grua hasta que la restricocin lateral temporal o }.,•c;(yAW Chapas de metal denen border afilados. \• i .• I cuerda superior est!instaiWo y el truss este asegurado en los soportes. A Ueve guantes y/enter protectores cuando torte las f /\ a - ataduras. a Using a single pick-paint at the peak can damage the truss. /� it HA N®LI N to MANEJt, EI luso de un solo lugar en el pito para levantar puede `co•or- -9 rasa hater da&al truss. ! clrq (g Use i Utifice Avoid lateral bending. ®'' \ Eviler la Bexidn lateral. special care In cuidado especial en \ / \ -•" _ windy weather or dills ventosos o cerca I \ Approx.IM near power Tines de cables ellctricos o Tagr ne truss length ' and airports. de aempuertos. TsussEs UP ro 30'(a.:m)_ TRUSSES HASTA 30 PIES 'a%i �a�, ,1 r ach Lxate Spreatler bar /A\ 11Q.�.�. Spreader bar `\. sea-b above Of! tibback auk: for truss T08"n• y �-- mid-height y i Spreader bar In l0 ES P T len'( r - Tagana IFY.r— _ i � TRUSSES UP TO 60'(iB.J The contractor is responsible for TRUSSES"ASIA 60 PIESSpreader bar 213 to properly receiving,unloading and storing O TagSne. I.r- 3 a wss rang h din the trusses at the jobsite.Unload trusses t0 TP.USSeS UP TO ANDOVER 60'(la-3 m) smooth surface to prevent damage. ❑✓ Use proper rig- Use equipo apropiado TRUSSES HASTA Y SOBRE 60 Filer— El contratista Ilene la responsabilidad de ging and hoisting para levantar e recibir,descargar y almacenar adect adamente equipment. improvisar Ins trusses en la obra.Descargue los trusses en la INSTALLATION OF SINGLE TRUSSES BY HAND Cierra liso para preventr el dart. -�,, ! RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALS: POR LA MANO Trusses 20' ZTrusses 30' +t a i�r (6.1 m)or ��' ,�/�- (9.1 m)or I. .}1 less,support less,support at �. ® ' peak. i r, quarter points near Soporte, Soporte de testa al pito - los cuartos L Trusses may Ire unloaded crwecdy on the ground r los trusses I a_Trusses up to 20' -p I de tramo los I,- Trusses up to 30' at the time of delivery or stored temporarily in de 20 pies o (6.1 m) trusses de 30 (9.1 m) contact with the ground after delivery.If trusses DO NOT store NO almacene menos. Trusses hasta 20 pies pies o menos. Trusses haste 30 pi are to be stored horizontally for more than one unbraced bundles ver'ticalmente los week,place blocking of sufficient height beneath upright trir55eS sueltos. the stack of trusses at 8'(2.4 nl)to 10'(3 m) TEMPORARY RESTRAINT & BRACING on-center(o.c.). s D Los trusses pueden ser descargados directamente RESTR1�+/+CI®N Y AR RIOST R E TEMPORAL en el suelo en aquel momento de entrega o alnracenados temporalmente en contacto con el • Refer t0 SCSI 021"for more /Top Chord Tel suelo despues de entrega.St los trusses estaran - information. I/Lateral Restra guardados honzontalmente para mas de una (TCTLR) �F semana,ponga blequeando de altura suffoente Vea of resumer EC'Sf-01• para mas in(or- , + 2x4 min. detras de la pila de W trusses a S pasta 10 pies a = macidn. w y ). � � ��"�- ,J, Locale ground braces for first truss directly � en centro(o.c.: _1 for trusses stored for sorra than one week,corer in tine with all rows of top chord temporary bundles to protect from the environment. `4` lateral restraint(see table in the next column). Para trusses guardados por mas de una sernana, DO NOT store on NO almacene en tiers Coloque los arriostres de Berra para el primer 90', cubs los paquetes para protegerlos del ambiens. uneven ground. desigual. truss directamente en linea con cada Una do t' { e \k Refer to 14CS1••'for snore detailed information las files de restriction lateral tempest de to Brace first truss pertaining to handling and'OGSitE storage of r „ � - cuerda superior(vee la table en fa Proxima pe g 9 1 a9 r dy* �—securely before trusses. ,r', �„ Columna). erection of aadr - Vea el(olleto uc i••.para mlormao n mas detal DO NO"r vagi(:on Trusses Xladasobreelmaneio,almaienadode10;trusse ='� %I,, unbraced trusses. �- en ireJ de traba/o � r NO cannne en trusses ley t e3 t. �. a d: • • r it� • • :r. • , � b , I Ilk t ,MW TEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCI(iN Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 AS MEDIDAS DE LA INSTALAG70N DE LOS TRUSSES • 10'(3 m)or Diagonal bracing Repeat diagonal bracing 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 Refer 15-(4.6,) every 151ross tpacos 30 trusses with short member tem lateral restrain[ see below).4 Install to B Inform•io for _- 19.1 m) temporary ( ) ) top chord diagonal more information. bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five -�- trusses(see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see Vea of resumen - below).7)Repeat process on groups of four trusses until all trusses are set. SCSII•para 1)Instale los ardoStrt's de Cierra.2)fnstale el primero truss y ate seguramente at airiostre de mas informacidn. tieria.3)Instate los prdxanos 4 trusses con restriccidn lateral temporal de mienibro corto II Apply diagonal brace to vertical abajo).4)Instate el armestre diagonal de la cuerda superior(vea abajo).5)Instate arnostre webs at end of cantilever and at diagonal para los pianos de Jos miembros secundarius para estabiifce los prfineros cinco trusses bearing locations. All lateral restraints vea aba o.6 instate le restdcarin lateral tem - ( j) ) poral y amostre diagonal para la cuerda inferior I lapped al least Nro trusses. (yea abajo).7)Reprta este procedimiento en grupos de cuatro trusses hasty que todos los •Top chord temporary lateral restraint spacing shall be 10'(3 m)O.C.max.for 3x2 chords trusses erten instaladbis. and 15'(4.6 m)o.c.for 4x2 chords. • Refer to SCSI-82***for more iinfon ation. INSTALLING --- IINSTALACIOl11 dirt c4$larre Vea el reslimen SCSI•B2""•para drys infom7acidn. I ESTRAINT/BRACING FOR ALL PLANES OF TRUSSES (.J Tolerances for Out-of-Plane. put of*t0ig b' Max.Bow Truss Length 'ESTRICCZ6NIARRIOSTRE PARA TODOS PLANOS DE TRUSSES Tolerancfas para Fuera-de-Plano. 314 12,5' D/SO 0 fL (19 4' ( - This restraint&bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses(PCTs). Lel gin-► Me,Bow 1, ( ) _ See top of neat column for temporary restraint and bracing of PCTs. ` 114- t 7t8- 14.6' BOsr �'*-Length--r•LI ; f6 mm) 10.3 m) (22 min) (4.5 m Este n4todo de restricadn y arnostre es para todo trusses excepto busses de cuerdas paralelasMax. 12• 2' r 16.7' (PCTs)3x2 y 4x1.Vea la parle superior de la columna para is restricddn y arrfostre temporal de PCTs. I Me"Be. o 173 mm) 0.6 m) (25 mm) 5.1 m) r 314• 3' 1-1/8• 10.8' TOP CHORD-CUEROA SUPERIOR Ute--Length ►< Plumb 79 mm) 0.9 m) (29 mm) 5.7 ra me t• �' 1-1/4• 20.8' •'[ $pgR 1tp S� fio7rxl Tem Ldllgtal.)t abla)rtQ,' ')! )$padrtg'.; �7+ Tolerances for ) s (25 rism) 1.2 m) (32 mm (6.3 m dW;Ifatho.' '•6 altdfrlmBllifO'ddt7trpor6fafelpGrAartlaSulief�for: Out-of-Plumb. t-v4' S' t-3tB• 22.9 Up to 30' D150 max (32 min) 1.5 m 135 mm 7.0 m (9.1 m 10'(3 m)o.c.max. Tolerancias pat FUers-de-P)vmada. I t-m 6' 7-712' 25.0' 30'(9.1 m)- (38 mm) 1.8 m (38 mm (7.0 m 8(2.4 m)O.C.max. 1-314' T 1-314• 29.2 45'(13.7 m) CONSTRUCTION LOADING (45 mm) (2.1 m) 45 nun 18.9 m) 45'(13.7 m)- 6'(1.8 m)o.c.max. CARGA DE CONSTRUCCION 2 28' 2• x33.3 60'(18.3 m) I ® DO NOT proceed with construction until all lateral ist mm (22.4 m) (51 mm 60'(18.3 m)- 4'(1.2 m)o.c.max. restraint and bracing Is securely and properly In place. & 80'(24.4 m)" -Consult a Registered Design Professional for trusses longer than 60' 18.3 m). NO es laterceda car la constostresn hasty que togaslas restric- r k + 'Consufte a un Professional istrado de Mend ( ) � Wines laterales y las arrioslTes esters colocados en forma Reg para trusses ares apropiade Y su9aa• Material Haight de 60 pies. / I (S) Gypsum Board 12.1305 mm) I DO NOT exceed maximum stack heights.Refer to BCSI.84;*• See BCSI-82*•r for TCfLR options. � � for more Information. Plywood w ora 16•(406 torn) Vea el SCSI-02"1"para las declares de TCTLR. v NO exceda las alturas maxtn7as de montdn.Vea el resumed Asphalt Shingles 2 bundles • Refer to SCSI-63*1" �' � i SCSI-B4•"para nt3s infirmacidn. concrete Block a-(203 mm) for Gable End Frame re- straint/bracing/reinforcement Clay Tile 3-a ryas high information. Para fnfom7acion sdtxe restric- it cion/arriostre/refuerzo para (S) DO NOT overload small groups or single trusses. Armezones Hastiales vea el ® Repeat diagonal NO sobrecar ue resumen BCSI-831•' Pe 9 g pequenos grupas o trusses individuates. braces ftry�eS ® NEVER stack materials near a peak or at mid-span. Note:Ground bracing not shown for clarity. NUNCA amontone los materfales cerca de un pito. Reprta los aI sotres diagonales J Place loads over as many trusses as possible. para cada grupo Coloque las cargas sobre tantos trusses tomo sea t.• WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARIOS de 4 busses. I posible. i �J Position loads over load bearing walls. r - • Diagonal Coloque las cargas sobre las paredes soportantes. ATERAL RESTRAINT bracing ALTERATIONS-ALTERACIONES Truss tuat-nrgrrot Web members - sluml IW cledry i DIAGONAL BRACING r' • Refer to SCSI-BS.^•* IRE VERT(IMPORTANT Vea elresumen eCSr-Bs.*«- j ® DO NOT cut,alter,or drill any structural member of a truss unless 1 jTt LA RESTRICCION specifically permitted by the truss design drawing. .ATERAL Y,EL NO torte,allere o perfore nfngfin mianbrd estruccural de un truss, 1RRIOSTRF - }� ' \/ a mends que este especificamente permitidd en el dibujo del dfseno t ' 4 j,, del truss. 7IAGONAL � - - �/f)ottom chords ;ON MUY • Trusses that have been overloaded during construction or altered without the Truss MPORTANTES! / Diagonal braces Manufacturer's prior approval may render the Truss i-tanufacturer's limited:varranty null and void. every 10 truss spaces 20'(6.1 m)max. Trusses que se had sobrxargado durance la cdnslrucdon d had sidu akeradds stn la at,torizadon 10'(3 m)-15'(4.6 m)max.Same s;;8--n previa del Fabricante de Trusses,pueden hater nulo y sin efecto 0 garantia lLnilada del Fabri- as bottom chord lateral restraint Note:Some chord and web members tante de Trusses. not shovm for clarity. BOTTOM CHORD-CUERDA INFERIOR i' "'Contac the Componem Mamrfacturer for more iniormatron w ormult a Registered Design Prolessmnal for assistaree. T•)vrer.d rwn-prurtmg PDF W ih5 dpCu.TCnt.n:n P!s,• 4:eDsE'+-:Dl Lateral Restraints-2x4x12'or greater lapped over two trusses. % nDTE:n*truss nranuracturer and 11-55 desup,er ret,-the lir sumM an Nat thr cw:r:•ctw and cra.:_w�a u(d apWrcatb:)ore prorsss '61a with the cap.it"I to-nden.0,11,_'t.trmr 1'.e amix.0 m 30 rot art;gww an 0,e.-t.17 ttut:moans.baNev�s r.�,:Es aursIx a in"no asa:ct c+the co u ut- .rtgco.t a,-n.rd )s c 1 ;t anaa xt f cerdmas ``\ OutLnMmthR dUtwrlHtt ar+rnlertd..)t - n. r :gran crinst t[t�,l+ f, r Ir t.n t - ni ` •-�l' Bottom _--•�� .' Th• re-omr enbitiI In nardn 4o.ann�. s. a via .,' J t . S I4 1 r1 ChOfdS'C p?rsprn,el rm•ywd c,dh tru•S acsgn,n.anJaau•e 1 aa1M ar w I a r I?a r e•:np.;l 7� Wi as a Gu10E rot us•:tr�a pu�m,c�W 47,r,of m ratr,r a It wt t 1zc tt.r tnf c w sur he tn.•red as � _.. ,.- � 5up^rgr t0 dirt huik4ny CesBp,_•r,lies gn si atd::vt rm harWug,,S..N:w, .. ai , 3 d s x r Irk the useMether efp3.a�ru n+e[tWsI;rrMtauurn7,0rlf ons IMThq.SSC,'rn j`:__ /, . '��„ �.'� rt:ucturzl Wildrnn mrnponents as diet^rm,.nd b:tf•e r a ter.Thus.S6Cd ,f Ili �t "' anSiny hnm 11'R Uig,apptKa-an.cr rrl lrF_v'yn tr. � ,.J',hpr5 an)rnr, , [r r g � "Diagonal braces every 10 �� truss spaces 20'(6.1 m)max. -�` - LLL:90M.,JII a;mrasswn,u TRUSS PLATE INSTITUTE 10'(3 m)-15'14.6 m) /Note:Some chord and t:'eb n,erwer, 5'-•00 En1e1pn5e Lune.Nadrscm.VA 5,?19 31J'f lee S'.,S:c - •.b_'-.,id*F"I"2,-l.1 �i•: max. \�'.. not shoran for dark,,. 505/27.1_y.1n. ,.;b6r,du5rry.cn ,t rnr etwnRdiL.v 70,1610 "�` , 0 6 1 1I / • a 11I Oma o' �a e a •• • i _ -• a of®9rt�e 0� -/- a • �� ` _ r MIAMI•QWE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION ~DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 N(MCE OF ACCEPTANCE (NOA) werw.eniamld#:de.�eov/neral Nu Yue Industries,Inc. 1055 East"*Street Hialeah,Florida 33013 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AIV). ^� This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control - Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County 'Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series NVSNP,NV/NVTH,NVHC,NVSTA and NVHTA Steel Wood Connectors. APPROVAL DOCUMENT:Drawing No.NU-5,titled"Skewed Nail Plate,NV358&NV458 with Double . NVTH Straps,NV TH/NVTHS Anchors&NVHC Hurricane Clips and NVSTA&NVHTA Heavy Duty Anchors with Seat",sheets 1 through 4 of 4,dated 04/15/2004,with last revision dated 01125/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami- .... Dade County Product Control Section. •• 0•• .... • MISSILE IMPACT RATING:None '..' ••• •. LABELING: Each unit shall bear a permanent label with the manufacturer's name or ftb,city,state, . model/series,and following statement: "Miami-Dade County Product Control ApproAK J01unless plheryvise • noted herein. : '..• 09:000 RENEWAL of this NOA shall be considered after a renewal application has been filedthere)ias'Mn • . ...... no change in the applicable building code negatively affecting the performance of$ispadduat.•••: , ••• �• . M.0.. TERMINATION of this NOA will occur after the expiration date or if there has bees@.a ittsien ew ahange :•••• t r in the materials,use,and/or manufacture of the product or process.Misuse of this RUM an endorsement�•::...: any product,for sales,advertising or any other purposes shall automatically terminadIWAOA.I iDcYb�o;..; ; • .... :0.00:0 . - comply with any section of this NOA spall be cause for termination and removal onig.4. ;..0 0.... :0.06 ADVERTISEMENT:The NOA number preceded by the words Miami-Dade CdlA ►;ylaridaragd£ollov�ced..• by the expiration date may be displayed in advertising literature. If any portion of`FMeONOA is displayed,then... it shall be done in its entirety. i INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer OfttS'. 0•• • distributors and shall be available for inspection at the job site at the request of the Building Offxeiad. :"•• This NOA revises NOA#09-0721.05 and consists of this page 1 and evidence page E-1,as wedas approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA Na 12-0138.35 Expiration Date:December 23,2014 • . J � Approval Date:April 12,2012 Page 1 i .ti r - M sees •s•s•e ' 004' • • • � sees • • e•• ` ••ss•: •• sees•• cce ' •e • ••••e• s • • •• sees ***:Go s •• • sees _ •see•• ' • sees • • • see •• •e�••n e • •e••:• • • see* 46 M•• • • •sees• • • • sees •• •e•• •ssee •• • sees ••see ••• • • • • • • • • •••••• •e•••• 0:000: •• • • • s sees• a •• Nu-V a Industkle%Inc. A NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-5,titled"Skewed Nail Plate,NV358&NV458 with Double NVTH Straps,NVTH/NVTHS Anchors&NVHC Hurricane Clips and NVSTA&NVHTA Heavy Duty Anchors with Seat",sheets 1 through.4 of 4,dated 04/15/2004,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E. B. TESTS "Submitted under NOA #04-0510.03" Test reports on wood connectors per ASTM D1761 by Product Testing,Inc.,signed and sealed by C.R. Caudel,P.E. Repoft No. Wood Connector Direction Date 1. PT#03-4482 NVSNP3 Downward 09/15/03 2. PT#03-4625 NVHCL/R Up&Sideways 01/21/04 3. PT#04-4641 14VSTA-24H Up&Sideways 03/17/04 4. PT#04-4698 NVTH24 Up&Sideways 04/15/04 5. PT#03-4590 NVTH26/NV458 Sideways 12/31/03 6. PT#04-4642 NVHTA-24H Up&Sideways 03/22/04 7. PT#03-4543 NVTH2O/NV358 Up&Sideways 12/19/03 C. CALCULATIONS "Submitted under NDA #09-0721.05" 1. Report of Design Capacities,dated 06/30/2009,sheets 1 through 12 of 12,pa , signed and sealed by Vipin N.Tolat,P.E. •••• •••':' . "Submitted under NOA #04-0510.03" •••••• �•' •' 2. Report of Design Capacities dated 04/27/2004,sheet 1 through 121, pares ' ••••' signed and sealed by Vipin N.Tolat,P.E. D. QUALITY ASSURANCE ••'••' •:0000 ••.• • 1. Miami-Dade Department of Permitting,Environment,and R"tom. `•' i' ..•.... as E. MATERIAL CERTIFICATIONS • • • •••,••..• . .... 1. None. • .••;• • .... . .. ..... F. STATEMENT "Submitted under NOA #09.0721.05" 6• ••• '••' • 1. 'Statement letter of code conformance,no financial interest adS':td Change of product, • dated 07/08/2009,issued,signed and-sealed by Vipin N. Tolit,P,g. •••••• . • • Carlos M.Utrera,P.E. Prodnct Control Examiner NOA No.12-0130.35 Expiration Date:December 23,2014 Approval Date:April 12,2012 E-i K 0000 •.s..e • 0000 09 0090 • . 000 .00110. 00 0000.. 0000.. 0000.. • .. 0000 • 000:0* 0000 _ 0000. ... . :00..• • • •. •. . 000.90 • .•e• 0000... • • 0090 ♦ w• • • • • •9•w•~ sees•• sees•• sees .•see • • ••.119• • 0 • .0.110• • • ' General Notes: tote t3in „xa 1. Steel shall conform to ASTM A653, structural grade ,33 (Min, yield 33 kst) and a minimum galvanized coating of G 60 per ASTM A525. 0 0 2. Allowable loads are based on Latest Editions of National Desing els specifications (NDS) for wood construction and•Florida Building Code (FBC). to w j>s 2ao$ cs+nd iFec. Z®Io 0 0 0 1 1 �•. 3. Design loads are for Southern Pine species with a specific gravity igle of 0.55. Allowable loads for other species shall be adjusted o a o accordingly. I . 3�b v �° 4. Common wire nail values are based on NDS and have been.-.�.-�.1.. ..I suppQftg Tess reduced for Penetration Qepth factor. ° '3t• 1Y," t3i" ole" ap tom thord 5. Allowable loads for wind uplift have been increased by a duration Hae pattern to factor of 1.6 for anchors into wood only. Load values shown are, mirror in o"or the HOI� 0�` without 33% steel stress increase. oppalte aldo supported � op �� 6. Allowable loads for more than a single connection cannot be added tooggether. A design load which is divided into components in the direction given must be evaluated as follows: eo••,er. Actual Uplift.' ctufttu NVSNP3 Allowable Uplift + Allowable Ll + owa eb TABLE 1 Installation SKEWED NAIL PLATE 7. Allowable loads are based on 11ra" thick wood members unless Fastener otherwise noted. Product Steel Schedule Allowable Loads (lbs) Code Gauge ear,�dffSWO4 nR 8. All tie beams and grouted concrete masonry shall comply with FBC. Concrete for tie beams and grout and mortar for concrete mason' shall be a minimum of 2500 psi. Concrete mason' shall ri+a ie (s)ed "U5' $sa comply with ASTM C90. p y For Uplift, use two NVSNP3, one at top chord and 9. All tests have been conducted In accordance with ASTM D-1761. one at bottom chord of the supporting and supported Trusses In compilance with section 2321.7 of the F8C. F#0DUClr9RVNft VWW N. TOLAT, PE (CIM) men tdr6 wftd Fk" FL. REG. # 18847 f 16123 LANTERN CREEK LAME leo HOUSTON. TX;77088 Notes •• ••. • • • • • .• 1. Use.6 nail hold's•in ecl fla>1fe• • i :• • • • • •• N u.—Vu e Industries, Ino. • • • 11e • • • e • ••• • ••• loss-1068 N"t so shred 2. Do not bend HIM plate enon•than'orae.• ti; • • • • ••• •• Hialeah, Florma 68036 •3. Supporting member shall be in the aRyta .4 sled wO other flange behind the q,�t1�' phon�'(s") 604-NOT and of supporUd mgrrIler (so% sketch) 3iQ+,R7ED NAIL PLATE • • • • • • • ••• • Dwa Sheet» Date: Revisions: • • 00: •••• • • •1•• • • • • • NU-- 1 of 4 AFM 15.so 1/�s�l5, • ••• • • • • see • • • • • • 0 i • e• • • • • • ••• • •••••• • •••••• ••••• •••• • • • • •••••• • •••• ••••••• • • •••• • og M• • go go: 000000 • •••••• • •0000 • • • 0 0 r a TABLE 2: NV358 — 14G Double NVTH Straps with 2 ply 18G soot TABLE 3: NV458 — 14G Double NVTH Straps with 3 ply 18G seat Assembl 14G StrapDimension Totd No. Total No. Total No. Total No. Product Product H of Fasteners of Fasteners Allowable Loads (lbs) Assembly 1Pr Strap Dimension of Fasteners of Fasteners Allowable Loads (lbs) Product Product H dodo Code (Inches) In xtraps lin eat eft a Code Code (Inches) In 2 i d Straps 31 in Seat Upttit Lt L2 NV338-12 NVIH18 12' 8 8 2243 1981 1830 NV458-12 NVTH18 12 8 8 2245 2783 2076 NV358-14 •NVTH18 14 10 8 262.9 2208 2088 NV488-14 NV1H18 14 10 6 2828 3131 2338 NV359-18 NvnW 18 12 8 2808 2482 2208 W450-16 NVTH2O 16 12 8 2806 3479 2597 NV356-20 NVTH24 20 14 8 3066 2097 2528 NV468-20 W4IH24 20 14 6 3088 3827 2857 NV359-22 NYM 22 18 8 3367 2942 i 2758 NV468-22 NVRM 22 16 8 3367 4173 3117 NV389-24 NV"W 24 NV458-24 NVM28 24 NV350-26 NVIM 28 NV458-26 NYTH30 28 NV358-32 NVFH36 32 NV45&32 NVTHX 32 F—II NV358-44 NMU 44 NY48tt-44 X48 44 Hoes D103(o" »f j Norton Hetes Dla. wtoOifC!•Yvvw 1. Minimum embedment into oenor.te 4". 3•Nye r.00ytylesw36fisdAarMs 2.Nelle We nacesory in straps and seat to aohlevs design loads. t Cal• 3.see Nots 6(Sheet 1)for combined baa 4W NV46e A.acsaMoeNo is 4.Nab through chards shall not fora the trues plate on the oppWts side. tt4 Holes Dia. " N 180 Sect Detail 116' UC urT 14d NV1 1W NV358 and NV458 t W L2 lr7j NV468 WIN N. TppaLAT. PE (t3YIL) Ne at" yu mmlow 16125 LANTERN CFAM LANE P1 HOUSTON.f True plate raquh•d HOUSTON.TK 77088 • • . j . . lead to bow d +• . • • . Nu—Vue mdneltdee. Tae. 1063 East 29 str.et •• • • • • • • • Reinferaements sot aam9t P • ••• • •.• • • • . _ ho ' 5)69 93013 • Required �A• IiLoust(306j 894-0397 Pk t PAa rme.eead.• • •: • • •L . :• • ✓,D9 Fort (305)694-0398 �� •• ••• concrete Tie Beam Z NV358 &NV458 WlW DOUBLE WM MUM or•' ••• • .•• • • -concrete Mad Mawn w rye. � Sheet: Date Hsvleloae: • . • •i • ••• ••• • • t • ••• ••• NU-51 Q of 4 APRs.t8,9004 MY 5. 8008 • • ..• sees at, .•e.• • • . • • •• ••i •.• i.• • • •• •• • • • •• •• 1 •••••• • • as • • • • • •••••• • • • •••••• • •••••• •••• ••••• •••• • • • 0 09 of • • • •••••• • 0000 • • ••••••: • • •••• % M• • • • • •••• • •::1••• •••••• • • •••• •• •••• ••••• •• • 9000 • • • • • • • • •••••• • • • 0:0900 •••••• • • • • t Ago • I I � Y 09 iGU � A o � s o� W !N X -M w n m CI N V LLJ m o z Q � _ 1A y 41 to to Nca 0 VJ L z z z z C4 C4 ^ z aCP =O� W N N N N Oq � 8 �s l m J � � ON • • • • • 9999•• _ 9999•• -� • omlL 3yyy �••� • 9999•• g mT Zi � •••° 99:99 S �8 3g ••• 90066 0 a 0 ur) U t� jp 0 •66••i• i •�• I •• • ••�•••• � " �� _ �� • m V � m ro •9•�.:•••.� • 9999 °°�N••: f., 0666 �• 999980 � C j� •066• ?4 = O I I U •• • 6.60•° CL gL • = 0 V �� •� • �� • • 060000 ° 0 •° • �0 0 ° ••06.• 0 6066 • 00 es: WA Ell . 00 ° �� fn ° Z a• e 1 ' a • •000 • • 00 ••• •••••• •••••• •••••• • •• •••• 660:66 go **Go** •••••• • •1•• • • r • • • •• • • • •••• 00 • ••••••• • • r•• : ♦ M• •••N�••• •• • • 0 1 • • ••• • • •••:•o• :**0,: •••• ••••• •• • •••• • • • •• • • •••••• • •• •• • o••••• •••••• • • • • • • • • • •••• r ' r L . r r 4 TABLE 6 TABLE 7 NVSTA—Heavy Duty Anchors with 14G NVTH Straps and 1 ply 20G seat NVHTA—Heavy Duty Anchors with 14G Double NVTH Straps and 1 ply 200 seat Assembly 14G Strap Dimension Total No, Total No. of Assembly 140 Strap Dhension Total No. Total No. of Allowable L.oadeIbe Product Product H of Fasteners Fasteners In Allowable Loads (lbs) Product 'Product H of Fasteners Fasteners In Loads ([be) Code Code (Inches) in Strap 20 GA. Seate 4 e Code Code (inches) n two Straps 20 GA. Seat Ina ft s s t 10d x Vr 10d x 19 �t a L2 IOd x 1Xe 10d x 1)r � � L7 L2 NVSTA-12H NVTH18 12 5 8 1308 700 1048 NWTA-12H NVINIS 12 10 8 1772 2078 1050 t450 8 8 1428 760 1144 12 8 1884 2338 1181 1831 NVSTA-14H NVTH18 14 NVHTA-14H NVh118 14 7 8 1848 823 1 1238 14 6 2718 2688 1312 1812 NVSTA-18H NVRN10 18 8 5 1884 887 1338 NWA-18H NMH2O 18 18 6 2437 2868 1444 1884 NMA-20H NVM4 20 9 a 1783 850 1430 NVHTA-20H NVIH24 20 18 8 2888 3117 1575 2175 NVSTA-22H NVTH26 22 MTA-22H NVIH26 22 • O Notes NVSTA-24H NVTH28 24 • • NWA-24H NVTH28 24 1. Ne®s aro necessary in straps and seat to adnlem doeing loods. ML 2 See note 8, shoot 1 for combined leading. 3. Naha through chords shall not fares the truss plates. NVSTA-28H NV1H30 28 J1 NVHTA-26H NVTH30 26 4. For general notes, see sheet 1. 1 S. For higher uplift loads, concrete shell be 3000 pal. B. Bawd on min, 2500 psi concrete. jINYSTA-32H NVOM 32 NWA-32H NVTH38 32 Halo Ok. NVSTA-44H NV1H48 44 NVHTA-44H NVTH48 44 1111 200 NVSTA NVHTA a_ H 12H throght 44H H 12H throght 44H sMert n s 160 • 4•Uh, i QDuc to ss•dlt i'sum VI?IN N. TOLAT, PH (CIVIL) Side pia carorets, a 611n. aise>.sOo➢� FL. FAN. p 12847 20 GA.Seat Embs�n•nC slot o 2o3"x t" , co'e�L '100 0° , 16188 LANTM ORM LANE �-� � $OUSTON, TX 77068 t o UPLIFT _ �r UPu" W. e u 41 ••,• • LB • • • •• 2 ,1,3j u— u e Tnduatcw. I... • y�QwFort so • • •Tr •ab tot • ••• 0 i •• Truss Mots rpWred to trorwher /1,�J!✓`• S M t�ROME 980181 • •• • • • —uplift to bottom olwrd. (11�� 1 e� Phanv (60b 884-09W1' •pW1t Rdnfoa•d Conan t•• • • • • -71 {[yl�.J lhm(006;864—OM �— trot sem car i •• • Relnformd canasta -7!L b VV NV131'A [e NMA HKAW DUTY ANIM1518 WITH SM Tub da bottom +� W boon Isn.265 • _t� ••• • • TOP Qt bottom DIIO pt Sheet: Date: R•VWons. ••• • NU-5 4 M 4 mm 1a.2004 d y 5. 2009 • • • • • 00 • •• ••• • ••• • • • ••• • • • • •• •• 1 ' a r • •••••• • •••••• ••••• •••• • • • ••••• •• • •••• MecaWind Std v2 . 2 . 4 . 8 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 3/24/2014 Project No. : JobNo Company Name : DESIGN 2004 PRODUCTIONS LLC Designed By : Engineer Gavarrete P.E. Address : 4471 N.W. 36 ST # 206 Description : Description WIND PRESSURES City : MIAMI Customer Name Customer D ALACIO State : FL. Proj Location Location MIAMI SHORES File Location: C:\Users\Armando\AppData\Roaming\MecaWind\Default.wnd Directional Procedure simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 175.00 mph Structural Category II Exposure Category = C Natural Frequency = N/A Flexible Structure No Importance Factor 1.00 Kd Directional Factor - 0.85 Alpha = 9.50 Zg - 900.00 ft At = 0.11 Bt 1.00 Am = 0.15 Bm = 0.65 Cc 0.20 1 - 500.00 ft Epsilon = 0.20 Zmin - 15.00 ft Slope of Roof 3 : 12 Slope of Roof(Theta) = 14.04 Deg Ht: Mean Roof Ht = 11.87 ft Type of Roof = HIPPED RHt: Ridge Ht = 13.74 ft Eht: Eave Height - 10.00 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type - OH w/ soffit Bldg Length Along Ridge = 53.20 ft Bldg Width Across Ridge= 25.90 ft Length of Hipped Ridge = 7.00 ft Roof Slope on Hip End = 8.47 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht - 15.00 ft lzm: Cc*(33/Zm)^0.167 - 0.23 I=: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.94 Gust2: 0.925*((1+1.7*1zm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 1.00 . - - Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 _ _ _- Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z))^0.5 = 175.00 mph. b9MW Diaphragm Building Wind Pressures per Ch 27 Pt 2 --- - -- All pressures shown are based upon ASD Design, with a Load Factor of .6 MWFRS Pressures for Wind No=al to 53.2 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.49 h: Height to top of Windward Wall = 10.00 ft ph: Net Pressure at top of wall (windward + leeward) = 38.70 p:.: p0: Net Pressure at bottom of wall (windward + leeward) 38.70 �ocf ps: Side wall pressure acting away from wall = .54 * ph = -20.90 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -14.71 ass pwh: windward wall press @ top acting toward wall = ph-pl = 23.99 psf pw0: Windward wall press @ bot acting toward wa1! = p0-pl = 23.99 -psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 11.869 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 14.04 Deg Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 -35.32 5.16 2 -24.34 -7.20 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure for zone 1 - -26.49 psf Povh3: Overhang pressure for zone 3 m -27.03 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 - 3.87 psf Povh3: Overhang pressure for zone 3 = .00 psf Notes - Normal to Ridge mms Pressures for Wind Normal to 25.9 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 2.05 h: Height to top of Windward Wall 10.00 ft ph: Net Pressure at top of wall (windward + leeward) = 33.68 psf p0: Net Pressure at bottom of wall (windward + leeward) = 33.68 psf ps: Side wall pressure acting away from wall = .64 * ph - -21.55 psf pl: Leeward wall pressure acting away from wall = .27 * ph = -9.09 psf pwh: Windward wall press @ top acting toward wall = ph-pl - 24.58 psf pw0: Windward wall press @ bot acting toward wall = p0-pl - 24.58 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 11.869 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope 14.04 Deg Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 -35.32 5.16 2 -24.34 -7.20 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable.--- ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 - -26.49 psf Povh3: Overhang pressure for zone 3 - -27.03 psf.-- - - LOAD CASE 2: -~ Povhl: Overhang pressure for zone 1 3.87 psf- Povh3: Overhang pressure for zone 3 .00 psi- - Notes - Along Ridge Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 - Width of Pressure Coefficient Zone "a" - 3.00 f* Description Width Span Area Zone Max Min Mac P -Mtn 2 ft ft ft^2 GCp GCp psf pilaf ------------------------------------------------------------------------------- window 5.00 3.00 15.0 4 0.97 -1.07 39.00 -42.39 window 4.00 3.00 12.0 4 0.99 -1.09 39.58 -42.97 roof 3.00 25.90 223.6 2 0.30 -1.20 16.29 -46.84 roof 3.00 25.00 208.3 1 0.30 -0.80 16.29 -33.26 wall 9.00 10.80 97.2 5 0.83 -1.05 34.13 -41.79 Khcc:Comp. 6 Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf Job Truss , h Truss Type Qly Ply cavevandam braze unit 70 ti t IOB: HIP ,1 2 (optional) MTek Industries,Inc.,Chesterfield,MO 63017 4.201 SR1 s Nov 16 2000 MTek Industries,Inc. Fri Mar 21 08.42:25 2014 Page 1 4-4-8 7-0-0 12-10-8 18-9-0 21-4 8 25-94) 27-9-0 2-04) 4-4.8 2-7-8 5-10-8 5-10.8 2-7-8 4-4 8 2-0.0 - aeM.:w.1• FBC 2010 ASCE-7-10 NdYd Ndbd 175 MPH m10Nd d ben mnowm+= SM t2 t Nid NW d B Now K.nn nn BE on nn 8 SW� SKS J e 2 1•'y, n nUJ r, a IdA d 2 c Nd4d Nid Naid ""d16 1t 13 12 11 10 bon IDM= 319c 4X6= J.4= 2411 tea= NWW Nid NMYd `r 4-4-8 7-1-12 12-10-8 18-7-4 21 4 8 __ 254" 4-4-8 2-9-4 5-5-12 5-8-12 2-9-4 44-8 Plate Offsets 12:0-3-4,0-0-21, 4:0-2-4 04-0 6:0-2-40-4-08:0.3-4 Q! LOADING(psi) SPACING 2-0.0 CSI DEFL In (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.91 13 >338 M1120 24SM90 TCDL 15.0 Lumber Increase 1.33 SC 0.74 Vert(TL) -0.79 13 >388 M1120H 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.47 HorAn) -0.14 8 nta - - BCDL 10.0 Code 1st LC LL Min Udefl=360 Weight:294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1'Except' TOP CHORD Sheathed or 3-10-1 oc purlins. 4-6 2 X 6 SYP No.1 BOT CHORD Rigid ceiling dkec*appded or 5.4-3 oa b-a^ing. BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 , REACTiONS(Ibtsize) 2=3056/0-3.8,8=3056/0-3-8 Max Uplift2=2948(Ioad case 2).8=2948(l)ad case 2) - FORCES(Ib)-First Load Case Only L TOP CHORD 1-2-24,2-3-11059,3-4-10576.4-5=13190,5-6--13190,6-7=10576,74=-11059,8-9=24 _ BOT CHORD 2-15=10742,14-15=10742,13-14=10386,12-13=10386,11-12=10M,10-11=10742,8-10=10742 WEBS 4-14=1029,6-11=1029,3-15=70,5-13=-1328,7-10=70,3-14=-477,4-13=2913,6-13=2913,7-11=-477 NOTES 1)This truss has been checked for unbalanced loading conditions. ' 2)This truss has been designed for nonstandard wind kading.lf and verticals or eandlevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M1120 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of in=to bearing plate capable of withstanding 2948 Ib uplift at joint 2 and 2948 Ib uplift at joint 8. 6)This trues has been designed with 2-ply trues to be connected together with 10d Common(.148)M Nails as follows: Top chords connected as folkmrs:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0.9-0 oc. Webs connected as follows:2 X 4-1 raw at 0-94 oc. 8)'Nailed"Indicates 3-10d or 3.12d common wire toe-nails. LOAD CASE(S)Standard 1)Regular.Lumber increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:14=90.0,4-6-195.9,15-9=90.0,2-14=20.0,11-14=-43.5,8-11=20.0 Concentrated Loads lib) Vert:14=705.811-705.8 b I Truss' Truss Type Qty Ply cavevandam braze unit 70 4 n)13S- ,S" GTI HIP 1 2 IITek Industries,Inc.,Chesterfield,MO 63017 4.201 SRI s Nov 16 2000 MiTek Industries,Inc. Fri Mar 2108:53:00 2014 Pup 1 -2-0-0 5-0-8 9-0-0 16-9-0 20-8-6 25-8-0 279-0 2-0-0 5-0-8 3-11-0 7-9-0 3-119 5-0-8 FBC 2010 ASCE-7-10 "" 175 MPUr 6 e 31A 3M 3� 3 r x a� r � sK= 9-1-12 16-7-4 25-9-0 9-1-12 7-5$ 9-1-12 Plate OtTsets 12:0-0-12,0-1-8 -OADING(psf) SPACING 2-0-0 CSI DEPL In (loo) Vdefl PLATES GRIP rCLL 30.0 Plates Increase 1.33 TC 0.90 Vert(LL) 0.31 11 >971 M1120 2491190 rCDL 15.0 Lumber Increase 1.33 BC 0.53 Vert(TQ -0.32 9-11 >9W 3CLL 0.0 Rep Stress Inor NO WB 0.14 HwzCrL) -0.08 7 n/a 3CDL 10.0 Code lot LC LL Min Vdefl=360 Weight:227 lb UMBER BRACING rOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Sheathed. 4-5 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 6.5-15 oc bracing. BOT CHORD 2 X 4 SYP Not ---- NEBS 2 X 4 SYP No.3 - - _-__-- REACTIONS pb/size) 2-15930-3-8,7=1593/13-3-8 Max Upl111:2-1517(load case 2),7-1517(kad case 2) _ FORCES(Ib)-First Load Case Only TOP CHORD 1-2=21,2-3=-4331,34=-3642,4Z-3555,54-3S42.6-7=-4331,7-8=21 " BOT CHORD 2-11=4188,10-11-3555,9-10=3555,7-9=4188 WEBS 4-11=345,5-9=345,3-11--SW,4-9=0,6-9-680 MGM 1 truss fres been dw-ked for unbalanced loading conditions. - 2)This truss has been designed for raxtendwd wird loading.lf end verticals or cantilevers exist,they are not exposed to wind. If porches alst,they not exposed to wind.The lumber DOL Increase Is 1.33,and the plate grip increase Is 1.33 3)Pravlde adequate drainage to prevent waiter ponding. _ _ - L 41 Three RT7 LISP connectors recommended to connect truss to bearing wan due to uplift at#(a)2 and 7. --- - - _ 5)Thta fres tree been designed.. .. 6)2-pl #M to be connected together with 10d Common(.148"M Nails as follows: T dnord6 oar»eded as follows:2 X 4-I row at 0-9-0 oc. S oh*conracted as fotloww 2 X 4-1 rax at 0.9.0 oo. Webs connected as fogoww 2 X 4-1 raw at 040 oc. --- - - - - - 1 Kk CASIM 8brs W f S MECAWind `version 2 . 1 , 0 . ,S per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date : 1/8/2015 Project No. Company Name : Designed By Address Description City Customer Name : State Proj Location : File Location: C:\Program Files (x86)\MBCAWind\Default.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 1.00 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3.16 : 12 Slope of Roof(Theta) = 14.77 Deg Ht: Mean Roof Ht = 9.45 ft Type of Roof = Hipped RHt: Ridge Ht = 10.90 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 184.00 ft^ 2 Bldg Length Along Ridge = 10.00 ft Bldg Width Across Ridge= 22.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63* ( (B+Ht)/Lzm)^0.63) ) ^0.5 = 0.94 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) /(1+1.7*3.4*lzm) ) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems a h ' Z B Kh: 2.01* (Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V)^2*I*Kh*Kht*Kd = 39.93 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 184.00 ft^2 Reduction Factor based on Roof Area = 0.94 MWFRS-Wall. Pressures for Wind Normal to 10 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCPi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.29 -17.03 -2.66 Side Walls -0.70 -30.95 -16.57 Wall Llev Kz Kzt qz Press Press Total ft psf +GCpi -GCPi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 10.90 0.85 1.00 39.93 19.97 34.34 37.00 Note: 1) Total = Leeward GCPi + Windward GCPi Roof Location Cp +GCpi(paf) -GCpi(pof) ----------------------- ------- ---------- ---------- Windward - Min Cp -0.65 -29.25 -14.87 Windward - Max Cp -0.13 -11.60 2.78 Leeward Perp to Ridge -0.50 -24.16 -9.78 Overhang Top (Windward) -0.65 -22.06 -22.06 Overhang Top (Leeward) -0.50 -16.97 -16.97 Overhang (Windward only) 0.80 27.15 27.15 MWFRS-1fall Pressures for Wind Normal to 22 £t: z;*all (Along Ridexe) Nall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) ------ ------ ----------- ----------- Leeward Wall -0.50 -24.16 -9.78 2 ,t Side Walls -0.70 -30.95 -16.57 Nall Elev Kz Kzt qz Press Press Total ft pof +GCpi -GCpi +/-(-,Cpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 10.90 0.85 1.00 39.93 19.97 34.34 44.12 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 4.7 ft -1.19 -47.62 -33.24 4.7 ft to 9.5 ft -0.72 -31.69 -17.32 9.5 ft to 10.0 ft -0.68 -30.20 -15.82 ��1��} 4 FOR GIRDER TRUSS EVALUATE THE LATERAL AND UPLIFT FORCES LATERAL L-1 HEIGHT OF WALL 8' RIDGE ABOVE EAVE 3' HENCE h= 8/2 +3 =7' WIND PRESSURE ZONE 5 FROM ASCE 7-10 57.73 PSF C/C FOR REGURLAR TRUSS 22'X57.73= 1270.06 PLF 22'X57.73X7'/2=4417 # 4417 #X1.5/10.8 = 613.4 L1 L2 57,73 X7'X10.8/2=2182.1 L2= 2,182,1X1.5 /22 = 148.7 NV358 AS PER CONNECTION SCHEDULE. Hence actual uplift (checked truss attached) 1830 # (actual upliftlallowable uplift)+ actual 1-1/allowable L1)+(actual L2 /allowable 1-2) (1830/3086) + (613.4/3827) + 148.7/2857) = .805 < 1 FOR REGURLAR TRUSS EVALUATE THE LATERAL AND UPLIFT FORCES LATERAL L-1 HEIGHT OF WALL 8' RIDGE ABOVE EAVE 3' HENCE h= 8/2 +3 =7' WIND PRESSURE ZONE 5 FROM ASCE 7-10 57.73 PSF C/C FOR REGURLAR TRUSS 22'X57.73= 1270.06 PLF 22'X57.73X7'/2=4417 # 4417 #X 1.33/10.8 = 548 L1 L2 57,73 X7X10.8/2=2182.1 L2= 2,182,1X1.33 /22 = 131.9 NVHTA 16 AS PER CONNECTION SCHEDULE. Hence actual uplift (checked truss attached) 933 # (actual uplift/allowable uplift)+ actual 1-1/allowable 1-1)+(actual L2 /allowable 1-2) (933/2208) + (548/1312) + 131.9/1812) = .911 < 1 FOR REGURLAR TRUSS EVALUATE THE LATERAL AND UPLIFT FORCES LATERAL L-1 HEIGHT OF WALL 8' RIDGE ABOVE EAVE 3' HENCE h= 8/2 +3 =7' WIND PRESSURE ZONE 5 FROM ASCE 7-10 57.73 PSF C/C FOR REGURLAR TRUSS 25.833X57.73= 1491.3 PLF 25.8333X57.73X7'/2=5.239.9# 5.239.9 # X 1.33/12.916= 541 L1 L2 57,73 X7'X12.916/2=2609.7 L2= 2609.7X1.33 /25.833 = 134.6 NVHTA 16 AS PER CONNECTION SCHEDULE. Hence actual uplift (checked truss attached) 1087 # (actual uplift/allowable uplift)+ actual 1-1/allowable 1-1)+(actual L2 /allowable 1-2) (1087/2429) + (541/1444) + 134.6 /1944) = 0.44 + 0.37 + 0.069 =0.8792< 1 Trhrs Trues Type CAY PhT cavemt mn braze hact 70 JOBS DIOL FM 1 1 DIOGENESDALACIOCHECKTRUSS MiTek Irk,b r-,Clued,MIO 83017 4 I SR1 s Nar 182000 W ek Industries,Im. Fri Jan 0911. 2015 Page 1 -0 8 i7 7460 12-11-0 18-10.0 25-10-0 0-8-0 7-0.0 5-11-0 5-11-0 7-0-0 0-8-0 Lnr-, FBC 2010 BASIC LOAD VELOCITY 175 MPH ASCE 7-2010 SUPERIMPOSED LOADS LL 30 PSF SUPERIMPOSED LO WDL 25 NET UPLIFT ".90 PSF. 3 s s s .13 ' am= +s e e S 11-11 16-165 25-10-0 8-11-11 7-10.11 8-11-11 t Offsets : :62-12 61 2-1z 61 LOADING (bo) vm PLATES GRIP SPACING 2-0.0 CSI DEFL in TCLL 30.0 Pbtes Wffease 1.33 TC 0.87 Vert(LL) 0.43 10 :-M M1120 249/190 T'CDL 15.0 Lumber irmeme 1.33 BC 0.99 Vert(Tt.) -0.58 8.10 >W5 BCLL 0.0 Rep Stress bw YES WB (127 HWATL) 0.12 6 Na BCDL 10.0 Code _ 1ct LC LL Min Well x 360 Weight 103 b LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Shea flied or 2-5-7 oo purftne. BOT CHORD 2 X 4 SYP No.2 BOT CHORD RkOd directly appBed or 62-0 oc braeft. WEBS . 2_ CTIONS(&Wn) 2047410.8-0,8=1474(68.0 Max Up6R2x-1087(ba d rase 2).6-100case FORCES(b)-F6st Load Case TOP CHORD 1-2x6.24-38M,3.4x.3397,"-3W.5 3B99,8.7=8 SOT CHORD 2-10 767,9-10=2628.8$-828,6.8-3787 WEBS 3.10=609,410x888,45 66,54-609 NOTES 1)Thb truss has been dwked for wftbnoed ba&q condtf m. 2)This truss has been desWced fbr rhormterdod wind loa 0v.B sect valicals or cwdUevsrs eft ths)r are not exposed to wbui. If porcthes aft ffW are not exposed to wkxL The Gang DOL hmm Is 1.33,acct the plate gra Irwrease Is 1.33 3)RwAft m0dwOmd cwahecd0n MY ods)of tow's to beaft plate caPMe of 1087 b qM at 2 and 1087 b uplift at jobd 8. 4)This buss hm bow d idWmi wffiv ANSWPI LOAD CASE(S)Sid L� Job 'I 1(opfional) Truss nes (MY Pty cavevarrdmn braze unit 70 JOBS DIOGXQ HIP 2 2 DIOOENESDALACIOCHECKTRUSS MITek Irk,Inc.,Ctester8eid,No 63017 4201 SR1 a 18 2000 NNTek Industries,Inc- Fri Jan 0911:065 2015 Page 1 i0 8 Q 4-0-8 74)-0 1140-0 15.40 17-11-8 22-0.0 22$p 0$0 4-" 2-11-8 4-0-0 40.0 2-11-8 4-0-8 0�0 sa-1W. FBC 2010 BASIC LOAD VELOCITY 175 MPH ASCE 7-2010 SUPERIMPOSED LOADS LL 30 PSF SUPERIMPOSED LODAS DL 25 NET UPLIFT 44.10 PSF. 402_ ,A R 4d2_ 3uofy a s e ter c 13 1�u s 9 7 + a e a� 13 12 H 10 7-142 1140-0 1410-4 22-0-0 7-1-12 3-10-4 3-10.4 7-1-12 Piste Offsets 2-120.1 :0.2-1 0-1-8 LOADING(pan SPACING 2.0.0 CSt DEFL In ((oo) IJdefi PLATES GRIP TCLL 30. Increase 1.33 Plebes Incre1.33 TC 0.87 Vert(LL) 0.48 12 :-Wl M1120 2491190 TCDL 15.0 Lumber In rcase 1.33 BC 0.83 Vert(fL) -0.51 12 >W4 BCLL 0.0 Rep Stress In r NO WB 0.19 Hwz(TL) 0.11 8 Ma SCOL 10.0 Code lot LC LL Min ildefl=380 WeWk 193 Ib LIMBER BRACING TOP CHORD 2 X 4 SYP No.2 TTP CHORD Sheat ed or 3-11-11 oc pur s. SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceft direcby applied or 5-7-4 cc bracing. WEBS. -- 2X4s)TNoA CnrnNs ffi tw) 2,2443 0,8=2443080_ _ Max Ups-1830(bed case 2).8=-183Mkod one 2) FORCES(1b)-First Load Case 0* TOP CHORD 1-2=6,2-3=78M,34=7870,4-6 527,54-8527,6-7=7870,7-8-7WA 841=6 BOT CHORD 2-13=7561,12-13m7513,1142=7513,10.11=7513,B-10=7581 WEBS 41391,610=891,5-12=740,3.13-125,412=1109,612=1109,7-10=-125 [NOTES 1)This truss has been decked for u nbaialtoed badmg conditions, 2)This bums has been desWried for nonstandard wind Iaa&V.0 end verticals or cams exist,If"are not exposed to wind. If paries exist,they are not exposed to wind. The lumbar DOL Increase is 1.33,mrd the plebs grip Increase Is 1.33 3)Provide adequmbs drainage to prevent water pon dit 4)Feu HCDP Hughes camedas recommemded to connect truss to beaft wafts due to upyft at x(s)2 and S. 5)This truss has been designed with ANSWPI. -__. 6)2-ply truss to be connected together w1h 10d Common(.148W)Nails as fotmvs: Top chorda connected as Wows:2 X 4-1 row at 0-9-0 cc. Bottom chords connected as fo9ows:2 X 4-1 row at 0.8-0 oc. Webs connected as fotlwwa:2 X 4-1 row at 0-0-0 cc. 7)Spechd hanger(s)or connection(s)required to support concenhated load(s)705.86 down and 1066.81b up at 15-0-0,and 705.80 dawn and 1068.&b up at 7.00 an bottom chord. Design for unspecified connection(e)Is dekGffied to the buWing des>grrei. LOAD CASE(S)Standard 1)Regular:Lumber increase=1.33,PIate increase=1.33 UnNam Loads(pif) Veit 1.4=•90.0,440-187.5,69-90.0,2-13=-213A,10-1 -41.7,8-10=20.0 Concentrabsd Loads(Ib) Vert 13-705.810-705.8 , Job Tnws Thwalsim CRY Phr Mese tattt 70 JOBS DIOM FINK 1 1 DIO3ENESDALACIOCHECKTRUSS MiTek Ir►duKrks,htc.,Chesterfield,AAO 63017 4204 SRI a Nov 16 2000 Wait ham,tna. Fri Jan 09 11 A8A0 2015 Papa 1 i0$Q 6.0.8 11-0 0 15-11-8 224)-0 0.8-0 6-0.8 4-11-8 411-8 5-0-8 0-8-0 Sai..,s18 FBC 2010 BASIC LOAD VELOCITY 175 MPH ASCE 7-2010 SUPERIMPOSED LOADS LL 30 PSF SUPERIMPOSED LODAS DL 25 ` NET UPLIFT 44.90 ,w.1 ,. � s e 7-8-5 14311 22-0-0 7-84 7-0.5 LOADING(pst) SPACING 24).0 CSI DEFL in (1m) Won PLATES GRIP TOLL 30.0 Plates Irwesse 1.33 TC 0.84 Vert(LL) 0.31 10 >814 M1120 249/180 TCDL 15.0 Lumber Irmem 1.33 BC 0.75 Vert(TL) -0.39 8-10 >649 BOLL 0.0 Rep Stress hao YES WS 0.22 HoaAn) 0.09 8 Na BCDL 10.0 Corte . let LC LL Min Well=380 view t 87 a) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheered or 2-11-15 oc p1l b& POT CHORD 2 X 4 SYP Not BOT CHORD Rigid cebrg dhe* or 311-13 oo fig. W _ ,_2X4SYPNo.3 REACTIONS Wsim) 2=12630-8-0,6=126"1 " Altroc Up682=933(load case 2),6,gW(bad cose 2) FORCES Qb)-Fust Load Case Orgy TOP CHORD 12=6.24=433264,34-28M,4-5--28M 54=3284,6-7 BOT CHORD 2-10=3152,9-10=2215,83=1215,8=3152 WEBS 3-10=45D3.4-10=717,443=717,54=-W3 NOTES 1)This Was has been dwaked for tartbknoed ba&g wnRfons. 2)We ftm has Mean designed for rwmhuWard wind IoactlrG.lf end verticals or wens exist they are not exposed to wird. N pmehes exist,they are not wcposed to wind. The Itarber DOL hmmase Is 1.33,oral the plate grip Ir ease is 1.33 3)Provide medrwkal omemcbm(by others)of buss to bearing plate cod"of wMmWn&V 933 ib WN at jdM 2 wal 9331b LqM at joird 6. 4)ThIs Imes has borers deserted wgh ANSVTPI LOAD CASE(S)Stwdwd P � o r> ones eeeee� Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by Zje�i4 J tib C4 D to perform special inspector services under the Florida Building Code at the j o o 1 b A fiW 17 w ' project on the below listed structures as of (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: 2 L - '4 --A C.S ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ly SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I,(we)will notify Miami Shores Village Building Department of any changes regarding authorized perscri.LFerforming inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as-regcired by-the 9c_lda Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inipeckrz performed-by the Department. Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at U'ta;inti of fi��l��l► air a completed inspection log form and a sealed statement indicating that,to the best c,`my kn')wledge, belief and d;�o �ional j those portions of the project outlined above meet the intent of the Florida Building Code ark are in ntib1 th the approved plans. epand Engineer/Architect o Name_ l(�GI�TG /�.�/'P� 14c-01 l G Address Phone No. z Ez I4-4m no Ckatw ons009 F-.16294.4-RO I NVJH,NVSO Tables 12 and 13 Page 1 of 2 COMML16294.4-R4 ■ ■ - The last agency update a as on 03/17/2014 )Approved Status: ppro 18 Gage and 16 Gage Joist hangers Model:"NVJH,NVSO Tables 12 and 13" By:Nu-C'ue 111.10stne.Inc FL16294.4-RO Basic Listing Data Agency O' FL Product Approval Report Status(2) Approved Model "NVJH,NVSO Tables 12 and 13" Description 18 Gage and 16 Gage Joist hangers --- ----- Manufacturer Nu-Vue Industries Inc. Category Components Fasteners and Materials CSI Code 00 00 00 Date Expires(2) 12/31/2014 Performance Criteria Valid for use inside HVHZ Yes / Valid for use outside HVHZ Q Yes Impact(D [None] Listing Authority Evaluator Q Vipin N.Tolat-PE-12847 Validator(2) Jesus Gonzalez,P.E. Classification Q High Velocity Hurricane Zone The Iasi agent% update NN as on 0.3C7/2' Applicable Codes .1; Code Effective as of March 15,2012 V A T11 ']^17/'1A1 A 1 Page 14 Deep Seat Truss Anchor.They are designed to resist lateral aid usforces. The shop is mode of 14 gouge sled and the seats of 20 gauge steel. Table 20 Total No. Total Noof UPLIFT . Assrnbty Dimension Allowable Loads(lbs) of Fasteners Fasteners in x Product H in Strap 20 GA. Seat F'c 2500psi Code (inches) 1Odx1x" 10dx1h" Uplift Ll L2 1 " NVSTA12 12 5 6 1046 700 1049 NVSTA16 16 6 6 1141 760 1144 e•� 7 6 1236 823 1239 . NVSTA20 20 8 6 1331 887 1335 NVSTA22 22 9 1 6 1426 950 1 1430 NVSTA24 24 CO = 1.6 for uplift, L1 & L2 Holden Double Strap Riveted Truss Anchor. They we designai of 14 gauge steel plates to reabt labral and upM fames. The scab are made of 20 goad steel. - - - - Table - - - Table 21 Assembly Dimension Total No. Total No. of Allowable Loads(lbs) Product H of Fasteners Fasteners in F'c = 2500pai (unless otherwise noted) Code (inches) in two Straps 20 GA, Seat NVFfTA12 12 lift tOdxty2" 10dx1J2" Uplift FUp 'c 3000 , Li L2 10 6 1506 1766 1050 1450 +"Ja NVHTAI6 16 2 6 1695 1987 1631 NVHTA20 20 6 2208 1312 1812 18 6 2071 444 NVHTA22 22 18 6 2259 2649 1575 2175 NVHTA24 24 CD = 1.6 for uplift, L1 & L2 UPLIFT x 0 1 e e 'F' Ll �i:.`!",iii`• 'r•" NV1 ITB 2 2 Page 13 12 Gauge WTHJ Truss Hip & Jack Hanger Table 18 Adomble Loads (ibs)S. Pine Nal Schedule Product der Hip Nal tOd Jade Nag 10d iaft 66OX 100% 115% 125% Nagsa 16d a b total c d total NVO1J26 1478 2444 2444 2444 16 4 3 7 2 3 S NVO1J28 1931 3229 3333 3333 20 5 4 9 2 3 5 Note: For 1-2x members 10dx1Y2" moils can be used 20G Staid Plate Ties-Ike e Left ee Riight a Table 14 _c_ Pmduet Dtmmmlorm(Indros) Fast. Al ZU.Loods 5b) c_ —d— 2 _u- Code W H L Stud Fa.a [,Aft Lt L2 UT 1 136- 5- 3Xj' 6-104 4-10d L '37 :.37 ail 57,b- Jack IT 2 t)J' 6%• 3X3• 6-10d 7.10d -932 45t -106 1-a CD = 1.6 for uplift, t. &-1-2 UPLff 1 • UPUP H 0 •, NMU-28 as shmm VfHJ •• N -28 stmgar w71— • ( IKE-1 C) 03/16' L TO. TT S�� e3/18' �L—�I •�• I •• Typ. IH TYPICAL DO 1..w I I w i wsrALunaH 1K�1 -'�-2t=t— _a32 Header 2-2% NVIHJ-26 os Wv" NVTKJ-28 sim0ar Page 12 18 Gauge Angle Clios. Table 16 Product Dimensions (inches) Fastener Schedule Allowable Loads(lbs) Code WI—FW27 L Header Joist 171 F2 A85 1)j" 2%6* 5 3-10dx1Ya' 3-10dx1)¢" 511 595 AB7 1h' 23fe' 7 4-10dx0j' 4-10dx1)f" 582 794 Notes Nail wider angle leg to Joist and Shorter leg to Header. CO Q 1.6 for F1 & F2 Ft Ovawi �l / O } " 0 0 L a F2 -- 0 ° AB-5 Typical Instaiiation _ A8-7 18 Gauge NVHC 37 5WAY Grip Clio (5 Table 17 Nail Schedule Allowable Design Loods(lbs) Product Code Description Header Joist Uplift Ll L2 or Plate or Stud NVHC 37 SWay gip 16-8d or 12-8d or 710 560 730 16-10d 12-10d CD = 1.6 for uplift, L1 & L2 'xe UPLIFT UPLIFT PIP • L2 P'4 2• L1 L1 1k" H Page 11 TABLE 14 TOP PLATE ANCHORS IF NVTP & NVTPH A Size- Product Gouge Dimensions (in) Code 9 A B 2x4/4x4 NVTP4 20 31" 8" 2x6/4x6 NVTP6 20 5r 8" e 2x8/4x8 NVTPB 20 7r 8" o 0 MS 2x4/4x4 NVTP4H is 3j" 8. g o Stud ° 0 o 0 24/44424/44NVrPBH t8 I* $" . 2x4 0 0 2x8/4-XB NVTPBH 18 7j" 8" 0 ° o Total number of fasteners o Product 10dx19" 0 0 code FMox. Uplift Capacity (Ibs) 0 6 8 10 12 0 NVTP 4.6.8 828 1097 1346 1605 NVTP 4HAHAH 938 1207 1476 1745 Notes: 1 One half of all specified fasteners shall be used on each side of the stud to achieve tabulated values. ' '•j 2. Ca=1.6 for Uplift. TABLE 15 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP. PRODUCT FASTENERS DESIGN LOADS(LBS) CODE DESCRIPTION HEADER JOIST uPUFr a Iz NVHC 43 Hurrtocne Clip — wide 9-10d 9-10d 687' 407 308 NVHC 43/2 Hurricane Clip — H7dex2 10-10d 10-10d 917 547 432 'For Uplift, use two clips, one on each side to comply with section 2321.7 of the FBC 3Y4" C0=1.6 for Uplift. L1 & L2. 1 „ 1�r... S" M r 377+• " s 74" 2 YV %" • t 6 ' UPLIFT 2-2x 3"Wide) UPLIFT- :• _ _ NVHC 43/2 I / - - NVHC 43 u�,1- L2 NYNC43 2 1 ate. on dt aide L2 I Page 10 TABLE 12 JOIST SUPPORTS 18 G NVJH JOIST SUPPORTS Allowable Loads (lbs) Product es Joist Double Single Fasteners orwhty Load•I= Up"tom.loos Code inches Size Header Header ou a gle tlaubta strgl. Vngl.k"""o W H 85 Size Size H d ender '101-te seodr spew• NVJH24 1 3% 3 2� 2 2e 6-104 a-tod x 1$'4-10d x,n 744 744 493• NVJH26 1 5 3 z6 2-2xe 2x810-10d 10-10a x Or e-10d x>X 1240 1240 821 2x8 2-2x8 2x8 2x8 2-2x8 2x6 NVJH28 1 6% 3 2x10 2-2x10 2x10 14-104 14--10d x y—lad x t$" 1736 1736 1079 2x12 2-202 2x12 Use only in non-HVHZ Single Header 1-2X 1 Jtz" �cl 3" Double Header tY4" 1y" a •• jQ*2- H NVJH 26 as shown NVJH 24 do 28 Joist similar but withES L---j different holes. W TABLE 13 NVSO 236, 16 GAUGE, HEAVY DUTY FACE MOUNT JOIST HANGER Fasteners Allowable Loads (Lbs.) Joist Header Size Size Header Joist GRAVITY Uplift CO-1.0 Co@1.6 14-10d 6-10d 1758 1108 2-2x8 2x6-8 2-200 14-164 6-16d 1875 1279 2-202 6-16d 808 1217 Sa'sw Header 2-2X Minimum ti�� e O 0 1�• Joist / 1-2X Minimum SOLT HOLES 1/2" DIA. 1 NAIL HOLE 3/16" DIA. sw b Page 9 TABLE 9 HURRICANE CLIPS Product Fasteners tad x 11S'Allowable Loads lbs Code Description Gauge Header .iold Uplift Lt IL2 NIHCR HURRICANE CLIP- RMHT 18 6 6 515 253 333 NVHCL HURRICANE QIP - LEFT 18 6 6 525 253 333 For Uplift, use two dips, one on each side to comply with section 2321.7 of the FBC CD-1.6 for Uplift, Ll & 1-2. TOO dwd O O O O O eR1FT Q dlkfd Q 0. hole dfa--0.178• N1M� d NVHCR Char •• • O `• I-'3fe-I 3-it Pots _ r♦ d-d Cross-Section ♦ SCALE: L2 •• 2-3■Plato NVHCR Li TABLE 10 TABLE 11 14G NVTH Straps NVSTA/NVHTA NVSTA-Single Strap NVHTA-Double Straps Assembly 14C Strap Dimension Total No. Total No. of Allowable Loads (lbs) Total No. Total No. of Allowable Loads (Ibs) Product Product H of Fasteners Fasteners In Fac=2500 psi of Fasteners Fasteners in rc=2500 Psi Unless Noted Code Code (inches) in Strap 20 GA. Seat in two Straps 20 GA. Seat NVSTA-12H 10d x W 10d x 1A Uplift Lt L2 10d x UX" 10d x Or UPMUplift Li t2 NVHTA-12H NVR416 12 5 6 1308 700 1049 10 6 1772 2078 1060 1450 NVSTA-14H NVM18 14 6 8 1426 760 1144 12 8 1994 2338 1181 1631 NVHTA-14H NISTA-16H 7 8 1545 823 1239 14 6 2218 2598 1312 1812 NVHTA-16H NVRt20 16 8 6 1654 887 1335 16 6 2437 2856 1444 1994 NVSTA-20H NVTH24 20 9 8 1783 950 1430 18 8 2858 3117 1575 2175 NM1TA-20H NVSTA-22H NVIH25 22 C =1.6 for Uplift, L1 & L2. NVHTA-22H I �•� NVSTA-24H NYHTA-24H NVIH28 24 NNVHTA- NYM0 Iff- 0VSTA-26H T NISTA-324 --l;s NTA-3Z4 NVTH38 32 NVSTA-44H NV7H48 44 O `T ,• 1�" NVHTA-441L......-1 O >YS� T Heise Dia. 4 4 Side View 20 GA. Seat 14G NVTH 9' 1Y4� tY�hY4" 20Sr_Seat H H 4'Min. 4'Min. a Concrete UPLIFT concrete UPUFT Slot 0.203'%i' Embedment. Pin Y4'dla. Embedment. pin din . L2- - i6. f NVHTA - - - - NVSTA UE 44H 4.41.1 Reinforced Concrete RoWarced Ccierete - �— tie bean Min. 2#5 tie been"Min. 205 Top bottom ar reinforced Tc7&bett«1 or r,tnforced Concrete block wail ,� Concret-.:AA-1 N..11 Page 8 TABLE 6 — SKEWED NAIL PLATE Product Steel Fastener Allowable Loads (lbs) 3X1` Code Gauge Schedule Each End Gravity Uplift 13ie 1Y' '3fe" mi.. NVSNP3 16 (6) 8d x 1X1' 594 594 A- * O O For Uplift, use two NVSNP3, one at top chord and one at bottom chord of the supporting and supported0 0Trusses in compliance with section 2321.7 of the FBC. • '�fa 3v CD=1.0-Gravity 0 0 CD=1.6-Uplift Supporting Tuse ♦ ♦1s x 'fie op & bottom 3. chord 33§ ♦ o o O \ W Supported ♦ '7fe` it 1X4' �(6" Truss Top & bottom chord 9dettern Is Pa Holes his diol mirror image of the so max oppate side NVSNP3 Installation 14 G Straps NV358/NV458 TABLE 7 - NV358-2 Pty Seat TABLE 8 - NV458-3 Ply Seat Assembly 14G Strap Dimension Total No. Total No. Allowable Total No. Total No. Allowable Product Product H of Fasteners of Fasteners Loads (Ibs) of Fasteners of Fasteners Loads (Ibs) Code Code (inches) in 2 Straps in Seat in 2 Straps in Seat 10d x 3" 10d x 3" Uplift I.1 L2 1O x 3 10d x 3" Uplift Ll t2 -12 NVTH16 12 8 8 2245 1861 1839 8 8 2245 2783 2078 -14 NVT1t18 14 10 8 2525 2206 2068 10 8 2525 3131 2336 -16 NVTM2O 16 �y� 12 8 2808 2452 2298 12 8 2806 3479 2597 MR-20 NVTH24 20 14 8 3086 2897 2528 14 8 3086 3827 2857 -22 NVTH26 22 16 8 3367 2942 2758 16 8 3367 4175 3117 W24 NVTH28 24 -26 NVTH30 26 CD=1.6 for Uplift, L1 & L2. ,z- -32 NVTH36 1 32 3'NV358 NV4 -44 NVTH48 44 4%'NV458 �•' o 14. I Y4 �' O 14a- O316'NV358 2 ply not NV358 S16•NV458 _ 3 ply Beat NV458 O Silo `4ew - -- - H UPLIFT Holes Dia.�fe 1 140 NVTH slat 0.2on r Pb 1/4-dl, c.aa..t. Ertmedmmt Holes— yrj• ° t - 2*• DiaAs" 1X Concrete Tie Beam ° ° or Tie Beam formed -— with Concrete filled 1" Masonry. ' Holes Dia. SII" Ld Lff_ 18G Seat Detail Page 7 TABLE 5 Truss Anchors NVTH 1Y4"x14G, Seat 18G H No. of Maximum Uplift Loads (Ibs) Maximum Lateral Loads (lbs Length Product g Code Fasteners Single Strap Double Straps Single Strap Double Strop (in) in each Strap on on i2 NVTH-16 NVTHS 212 10d x 1.5" Single Truss Double Truss L1 L2 L1 L2 14 NVTH-18 NVTHS 214 5 1032 2064 550 525 1120 1050 16 NVTH-20 NVTHS 216 6 1222 2444 571 630 1342 1260 18 NVTH-22 NVTHS 218 7 1275 2550 783 735 1566 1470 20 NVTH-24 NVTHS 220 8 1329 2658 783 735 1566 1470 22 NVTH-26 NVTHS 222 9 1383 2766 783 735 1566 1470 24 NVTH-28 NVTHS 224 10 1437 2874 783 735 1566 1470 26 NVTH-30 NVTHS 226 11 1490 2980 783 735 1566 1470 32 NVTH-36 NVTHS 232 12 1544 3088 783 1 735 1 1566 1470 44 NVTH-481 NVTHS 244 13 1 1598 3196 783 735 1 1566 1470 CD=1.6 for Uplift and Lateral loads. 04" " j Ys" H2�"slot 0.2Wx 1" X17 H MIN 4" Holes Dia. IrYiEMB. MIN. 4 EMB. NVTHS 1" NVTH 1 " NVTH, NVTHS f Single Strap Double Strap Single Truss Double Truss ¢ Concrete Tie Beam Concrete Tie l Beam or Tie Beam formed or Tie Beam formed with concrete filled with concrete filled masonry masonry I Page 6 TABLE 4 NVRT — Flat and Twisted Rafter Ties 1"x14 G NVRT Wood to Wood 16d Fasteners Maximum Uplift Load (lbs) Length Product Gcruge TOTAL memg`erh* Flat Ties Twisted Ties (in) Code g S 6 3 588 588 12 NVRT-12 14 8 4 725 724 16 NVRT-16 14 10 5 861 860 18 NVRT-18 14 12 6 998 996 14 7 1 1135 1132 -20 NVRT-20 14 NVRT Wood to Concrete 22 NVRT-22 14 No. of 16d nails No. of J" diameter Maximum Uplift 24 NVRT-24 14 to Wood Framing Tapcons to Concrete Load (lbs) s 30 NVRT-30 14 3 3 588 4 4 722 36 NVRT-36 14 856 5 4 48 NVRT-48 14 6 5 991 7 5 1125 Notes: 1 Specify "F" for Flat and "T" for Twisted when Do not p y Use circled ordering. holes 16d 2. Fastener values are based on a minimum 11" " thick wood members. O 1" Oo 1"Tapcons 3. * Indicates no. of nails in each connected 1+ o wood member. 1 ° �• o IN.,t o 4. ITW tapcons shall be embedded a minimum of O o tYi o 1j" into concrete tiebeam or tiebeam formed 0 U¢" with concrete fisted masonry. ITW tapcons shall ° have a min. edge distance of 21" and minimum NVRT Anchor staggered spacing of -" as shown. Holes dia. 5. Use only in Nor—HVHZ. UPLIFT 6. For Uplift loads Co=1.6 _ _ W rte O�°oma s s e • - - - • LENGTHt- FLAT •� 1, HALF HALF connected Connected to truss to wall 2j" Min. edge dstance s e - a s ® • a • • I• LENGTH Tie Beam formed with TWISTED concrete filled masonory or concrete tie beam Page 5 TABLE 2 TABLE 3 NVBH 24 BUTTERFLY HANGER NVUH 26 JOIST HANGER FASTENER ALLOWABLE FASTENER ALLOWABLE W ?c SCHEDULE LOADS (lbs.) c-i w W SCHEDULE LOADS (Ibs.) N p V Q DOWNWARD 2 o o ¢ jr DOWNWARD NAND a p o N GRAVITY Wind 01 i 0 o� N x GRAVITY UPLIFT Lu ao co LOADS Uplift Load a w o v LOADS LOAD x CD=1.0 CD=1.6 = � 9 1 CD=1.0 CD=1.6 2x NVBH24 18 12 6 L I 1113 364 2x6 NVUH26 14 20 10 2233 1213 -Notes: Notes: 1. Values ore based on 1j" header and Joist 1. Values are based on 3" header thickness and thickness. 1 J" Joist thickness. 2. Can only be used in Non—HVHZ. UPLIFT LOAD UPLIFT LOAD PY.MWA, e • •• •� IDOWNWARD LOAD 2j- g2j2 • 2}" _ • 2j"0j* , c v 0 " 1r Ir Page 4 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS 14 G Straps, 20 G Seats Perpendicular �'�• to wall H product Length (in) Code L2 i 16 NVTA-16 NVTAS 212 r,: ... 18 NVTA-18 WAS 214 ' - 20 NVTA-20 NVTAS 216 H 22 NVTA-22 NVTAS 218 MIN. 4" �EMB. Parallel L1 Q 24 NVTA-24 WAS 220 NVTAS to wall 1" I Concrete Tie Beam 26 NVTA-26 WAS 222or Tie Beam formed 1" with concrete filled I 28 NVTA-28 NVTAS 224 ' I masonry 30 NVTA-30 NVTAS 226 " 36 NVTA-36 NVTAS 232 46 NVTA-48 NVTAS 244 " o H O 2j" MIN. 4" EMB. 0 2 " NVTA 1" 0 No. of Maximum Allowable Load lbs Holes Dia. a" Fasteners Uplift Uplift L1 Single L2 Single NVTA, NVTAS each strap Single Double & Double& Double 10d Strap Straps Straps Straps No. of Maximum Allowable Load Ibs� 5 757 1514 250 500 Fasteners Uplift Uplift Li Single L2 Singe 6 805 1610 250 500 each strap Single Double & Doub,e& Cc„ble - 10d x 1.5" Strap Straps ET-CFS Straps 7 854 1708 250 500 8 902 *1804 250 500 5 1032 2236 250- 500 9 951 *1902 250 500 6 1127 2254 Z;55 535 10 999 *1998 250 500 7 1136 2272 X20 630 11 1048 *2096 250 500 8 1144 *2288 630 12 1096 *2192 250 500 9 1153 *2306 520 639 - 13 1145 *2290 250 500 10 1161 *2322 520 630 141193 *2290 250 500 11 1170 *2344 520 630 ~ 12 1178 *2356 520 630 *Note: For 8 or more nails per strap, use double truss for double straps. 13 1187 *2374 520 630 For all Loads CD=1.6 t2 Page 3 6.0 DESIGN: 1 Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads are based on allowable stress design per NDS. 2. Capacity of wood members is not covered by this report. AIlowable loads shall not exceed the capacity of wood members. Capacity of wood members shall be checked by Engineer/Architect of record. 3. Wood members with which the connectors are used must be nominal dimension lumber or approved structural composite lumber. 7.0 CODITIONS OF USE: 1. NuVue Industries metal structural connectors described in this report comp]} with or are suitable alternative to what is specified in section 1.0 of this report. 2. Design loads must be less than the allowable loads shown in all the tables of this report. 3. The connectors must be manufactured, identified and installed in accordance with this report and the manufacturer's instructions. 4. Products covered by this report are manufactured by NuVue industries Inc in Hialeah, Florida under a quality control program with inspections by NAMI Inc having State of Florida license#QUA 1789. r ,11*1111117++++ NN N. T04 Vipin N. Tolat,P.E. �Q .••''''••:QT •. Florida P.E.# 12847 J• AGE N S�'••. 4/15/2013 No.12847 vnt/nu04l 3 STATE OF W t ++!111111 13 � � 1 -12-14-2'x 6 Miami Shores Village P#3fYi#7y�te. # �ticel Cw#t ;+ 10050 N.E.2nd Avenue NW Work Otassrttcafit ...� Miami Shores,FL 33138-0000 rm Phone: (305)795-2204 �i 6 „ Expiration: 03/2016 Project Address Parcel Number Applicant 10816 NW 2 Avenue 1121360020160 MIAMI SHORES, FL 33168-4302 Block: Lot: DIOGENES D'ALACIO Owner Information Address Phone Cell DIOGENES D'ALACIO 10816 NW 2 Avenue MIAMI SHORES FL 33150- 10816 NW 2 Avenue MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 3,177.00 NET TEMP CORP (305)994-9396 _.... ..... _... Total Sq Feet: 0 Tons:3 Available Inspections: Additional Info:NEW 3 TON AC UNIT Inspection Type: Classification:Residential Final Approved:In Review Comments: Date Approved::In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# MC-12-1453952 DBPR Fee $2.00 12/17/2014 Credit Card $50.00 $180.60 DCA Fee $2.00 Education Surcharge $0.80 10/06/2015 Check#:9887 $ 180.60 $0.00 Permit Fee $111.20 Scanning Fee $9.00 Technology Fee $3.20 Work without Permit Fee $100.00 Total: $230.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I ssume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for BING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF I certify that II the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zoni ore,I authorize the above-named contractor to do the work stated. October 06, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy October 06,2015 1